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HomeMy WebLinkAbout2280 FARADAY AVE; ; CB910074; Permiti I . , 04/02/91 09:27 Page 1 of 1 B U I L D I N G .,,, P E R M I T Str: .. Permit No: CB910U74 Project No: A91UUU93 Development No: Job Address: 2280 FARADAY AV Penni t 11ype: COMMERCIAL TENANT Parcel No: 212-061-32-00 Valuation: 448,156 Construction Type: VN Occupancy Group: B2 Description: REMODEL 15509 IMPROVEMENT Fl : Ste: cJ2. 'j GJ C) ?S J.(:/.:i.) (I!/((~ .. ·i:·~1.. r~ :-< 1 ::·. : 2313 SF OFFICE Class Code: SF LAB AND ADD ON 2ND FLOOR Status: Applied: Apr/Issue: Appl/Ownr: HCH PARTNERS Validated By: 619-278--5750 ISSUED 01/15/91 04/02/91 CD CONTRAC'TOR OWNER 4877 VIEWRIDGE AV SAN DIEGO, CA 92123 NIELSEN CONSTRUCTION 3127 JEFFERSON STREET SAN DIEGO, CA 92110 . ISIS PHARMACEUTICALS 2280 FARADAY AV CARLSBAD, CA 920.08 -. . Lie. C 156587 619-291-6330 t.ic.· OWNER 9319200 *:1:* Fees Required *** *** · Fees co1·1ected & Credi ts ·" * * -. . --------~-------~----~b-'-------------------- Fees: Adjustments: Total Fees: Fee description 23,610.00 .oo 23,610.00 _j, / Total credit~: -· T_otal_ Pa.ymBnts i · Salarwe Due: ' l ' . Uhi f~. -Fee /lJni t .00 912.00 22,698.00 Ext fee Data ----------------------------------Sf -' '-____ ;_ ___ ,' -• ______ _..; ----------------- Building Permit Plan Check Stronq Motion Fee ' -, Enter.'Y' to Autocalc License Tax> F.M.F./G.M.F. and Zone(99) ), Traffic Impact Fee · >. Bridge Fee > Enter Number of EDU's > MFF > * BUILDING TOTAL Enter "Y" for Plu..1nbing Issue Fee > Each Plumbing Fixture or Trap > Each Building Sewer > Each Install/Repair Water Line > Each Vacuum Breaker > * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > Three Phas-e 480 Per AMP > * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent> * MECHANICAL TOTAL 2075 Las Palmas Dr., Carlsbad ' ', 925\po· · · 46'.-o .·oo 4'07. 00 ·1":28 2193.00 34.00 1.00 5.00 1.00 600.00 3.00 9.00 / 2.50 6.50 2.50 2.50 1.00 9.00 4.50 1861.00 1210.00 67. 00 _ 15685.00 Y 925.00 05 460.00 407.00 2193.00 22808.00 7,50 Y 85.00 6.50 12.50 2.50 114.00 5.00 Y 600.00 605.00 15.00 Y 27.00 40.50 83.00 PERMIT APPLICATION -V City of Carlsbad Building Department EST.VAL J/2 ?5:i=--2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PLAN CK DEPOSIT ~ -- 1. PERMIT TYPE VALID. BY R,z/,/' DATE /-/£$ A COMMERCIAL NEIi 0 TENANT IMPROVEMENT B D INDUSTRIAL ONEIi 0TENANT IMPROVEMENT C . D RESIDENTIAL D APARTMENT 0CONDO 0SINGLE FAMILY DIIELLING 0ADDITION/ALTERATION 0DUPLEX 0DEMOLITION 0RELOCATION 0MOBILE HOME 0ELECTRICAL 0PLUMBING D ME CHAN I CAL 0POOL OsPA 0RETAINING IIALL OsoLAR OoTHER.~----- 2. 3. CONTACT PERSON He. ff P'112.n.J6/2.S NAME ~10 /2::)M~I ADDRESS 4877 Vlfi?W/l!IOlf:rS-Ave, CITY :,ltAJ ~r.,:;;;:..~"'1 STATECl4-ZIP COOE C/ 2_ / Z '3> DAY TELEPHONE 2 7 8 1 57 S-0 SIGNATURE 1')~~~6C. 0 AGENT FOR CONTRACTOR /"rr,l'(. f IV'l ._, ADDRESS CITY '/Ei!l,O STATE t::14--ZIP CODE DAY TELEPHONE 5. PROPERTY OW~k.,, .,,. __ , ___ p-JJJER ~ESSEE 0TENANT NAME /4:::>IS Phn1'<'11111"'1CJ:Vr~ ADDREss 1.2.l!;c) F-~'i' AU~ CITY CA:12£..58,AD STATE CA: ZIP CODE <!/ 2.~6 DAY TELEPHONE :t 3 1 , q we 6. CONJ~ACTOR NAME NleL.';:;EA.J ~no,.;~-ADDRESS 3127 J~ Sr. 7. 8. CITY $A-A; D/l!:60 STATE Cl¼-ZIP COOE CJ 2-l '!,l:!J DAY TELEPHONE 2 Cf/ , ~ 3 30 STATE LIC. LICENSE CLASS S · I CITY BUSINESS LIC. # 21!!> 1 , lt:/0 SIGNATURE TITLE DESIGNER NAME J-1,C;ff Pl'fl2:l :t1e/2--S ADDRESS CITY 5A-U /21E60 STATE <::,4-m COOE tB-17 V/EW~o&,r;;.. ~ "IZ. / 2, '3, DAY TELEPHONE 27t!J, :,-7 !,-0 DATE c:: qoc:r, STATE UC. # WORKERS' COMPENSATION llorkers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self·1nsure issued by the Director of Industrial Relations, or a certificate of llorkers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Di rector of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY ,.,,....,,,...-r PoW~o77'1Cl4<!02/t!'(xPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person ,n any manner so as to become subject to the llorkers' Compensation Laws of California. SIGNATURE DATE OWNER-BUILDER DECLARATION Owner·Builder Declaration: I hereby affirm that I am exempt from the Contractor•s License Law for the following 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 i""roves thereon., and who does such work himself or through his own employees, provided that such i""rovements are not intended or offered for sale. If, however, the building or i""rovement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or i""rove 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 i""roves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor Is 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, comnencing 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 [$5001). SIGNATURE DATE COMPLETE THIS 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 Pres Ley-Tanner Hazardous Substance Account Act? !if'YES D NO Is the applicant or future buildi~occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed~~~n 1,000 feet SN~he outer boundary of a school site? DYES IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCQJPANCY NAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS NET OR IS MEETING THE REIIJIRENENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097( i) Civil Code). LENDER IS NAME LENDER IS ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY Of CARLSBAD IIGAINST ALL LIABILITIES, JWGIIENTS, COSTS AND EXPENSES IIHICH NAY IN ANY IIAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 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 conmenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned t any after the work is coomenced for a period of 180 days (Section 303(d) Uniform Building Code). D OIINER D CONTRACTOR D BY PHONE APPROVED BY: DATE: _________ _ WHITE: File YELLOW: Applicant PINK: Finance 'I I I J¾ -' I I :_: ';11 I ) -: ; ~ 1·, !~' .:19 1"' l ,:,t l '. F \',I E R i:' E R r-1 l T k ·=' ,:in i t l·.\ .-·. : ;~. E: ·-f _: , 1 • , , , _, /', '-·y" .,-... : ,,; l ( ') f•,:.,rmi -1: ·1·::,11>=: SE\-'!t.f~: -OFTlCe '. r0:i-lf:.1:::Ha."•iJ:3f f'ct:t:·,::-,:,.· 1 f!,.,; ·;; J_ ~ -t) I:, l-j :._:-t_!I_I ' l680 (jl.J/02/91 0001 01 02 C-PRMT 321.0"9:J. t,1:> c:o ,_·.r. i p·t i ,,,,t 1 : I Hl .:: f'HA.f:l·L·· 1:£U'T.'IC J:~ LS .:. 31 ..i ;:;(I FT 1)f P ICE .4Vl.lI'I'IOl,JS 1>,.?-:n11i t,:-•?: li<~"H f'i~.RTHE.:f;;;;; il::7 ~"t ·11-JE\'~'t?IJ)r}E A\' .3~l"U (1I1.X,(1, CA ·3:2123 I·.'·,\ .1,211..1.Stl ~;,Jju:::.;-trn,2,nts; . •.Ill Total fe~s: -3.llu,91 :=rc,t-:'lJ c:..: •::·d.1 ts: 'T· 1,.1 ~~·-a 1 & B ~1n1i=~r, t ;;:~ : .t:ci}. •=\fl•: ·:." fit(,;;. : ::, t :·. i: q-:· : .r_ ..:, c,Ul:~( • .A[:..t;-1 .i -=·· 1: u l. ·,_; l, ':' j _0 f)£ J $ $1._h~~ : t) •}; / I J .-~ • '~·I _l B :-< i;, i _.. ~d : fc·r,':f•Br :· l i?, .': i"iN6 , IJ ( I , 01_1 ,;: _, .!, J 1_1 • ~I :l . l.ftti"1-: ~-. · Fr,-E,, lfru t £ ;-: t f 1=: e L • :t t ·ct. --------------------~---, -----------~-----,--------------------------------- ::::i\2'1•\11;:'): F'6 ~ J:::nt•?r Si;:;\.,er f:.l)Us -:;.,·t,J.t.•c'H21:it ki::e-,:1 -.,, * ,SEt'-!£f: T•)1'.-'\.L 2313. tH) CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 43~1161 1. 2 '.:I 1.19 2 (I 7 l, 1)'.i 1133,91? ;:l10.CJl , ' CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB910074 FOR 08/2·9/91 DESCRIPTION: REMODEL 15509 SF LAB AND ADD 2313 SF OFFICE ON 2ND FLOOR TYPE: CTI JOB ADDRESS: 2280 FARADAY AV APPLICANT: HCH PARTNERS CONTRACTOR: NIELSEN CONSTRUCTION OWNER: ISIS PHARMACEUTICALS REMARKS: MH/BILL/291-6330 AM PLEASE SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS--PERMIT# SE890096 SE910009 CB910744 TYPE swow swow ELEC PHONE: PHONE: PHONE: STATUS ISSUED ISSUED ISSUED INSPECTOR AREA MC PLANCK# CB910074 OCC GRP CONSTR. TYPE VN STR: FL: STE: 619-278-5750 619-291-6330 9319200 CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical --~ --------------- -------------------- ------------------ ***** INSPECTION HISTORY***** DATE 082391 080991 080791 080291 072391 072391 072291 070291 070291 070291 070291 070191 062691 062591 061891 061891 061891 061891 061491 061491 061491 061491 061091 060791 DESCRIPTION Final Combo Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Steel/Bond Beam Ftg/Foundation/Piers Final Electrical Final Structural Final Plumbing Final Mechanical Final Electrical Final Combo Final Combo Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Rough/Topout Rough Electric Frame/Steel/Bolting/Welding Rough/Ducts/Dampers Rough/Ducts/Dampers Rough Electric ACT co AP AP AP AP AP PI AP AP AP co PI co NR PA co PA PA PA PA PA PA PI PI INSP MPC MPC MPC PK MPC MPC MPC MPC MPC MPC MPC MPC MPC MPC MPC MPC MPC MPC MPC MPC MPC MPC PK MPC COMMENTS SEE INSP NOTES INSIDE RM 335 PLYWD SHEATNG STRUC.FRAME RM 335/OK TO PLYW CONC.PIT,RM 335 REBARS NOT COMPLETE EX. RM 335 (H-2) SEE INSP NOTES SEE INSP NOTES SEE LIST CEILING SYSTEMS RM 332 NDS BRACING ABOVE CEIL LITE FIXT RM 332 DUCTS & REGISTERS RM 332 LAB SINKS RMS 332 & 111 LITE FIXT CORR 310,320/NO LAB CEIL GRDS CORR 310,320/N.LABS DUCTS & A/C REG NO. LAB DUCTS FOR EXH & M.U.AIR NON RATED CORR WALLS ~ CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB910074 FOR 07/01/91 DESCRIPTION: REMODEL 15509 SF LAB AND ADD 2313 SF OFFICE ON 2ND FLOOR TYPE: CTI JOB ADDRESS: 2280 FARADAY AV APPLICANT: HCH PARTNERS CONTRACTOR: NIELSEN CONSTRUCTION OWNER: ISIS PHARMACEUTICALS PHONE: PHONE: PHONE: INSPECTOR AREA MC PLANCK# CB910074 OCC GRP CONSTR. TYPE VN STR: FL: STE: 619-278-5750 619-291-6330 9319200 REMARKS: MH/BILL/431-7958 SPECIAL INSTRUCT: INSPECTOR IV" J;>z._ -7-1-- TOTAL TIME: --RELATED PERMITS--PERMIT# SE890096 SE910009 CB910744 TYPE swow swow ELEC STATUS ISSUED ISSUED ISSUED CD 39 LVL DESCRIPTION ACT COMMENTS EL Final Electrical .fl l5tl'IS -,PNl...l. ,XrtVn/1-,{ ,1/)tJT-,tw'l,J. -------------------------------------------------------- ***** INSPECTION HISTORY***** DATE 062691 062591 061891 061891 061891 061891 061491 061491 061491 061491 061091 060791 060791 060691 060391 053191 053191 053191 053091 053091 053091 053091 053091 052991 052391 052391 052391 DESCRIPTION Final Combo Final Combo Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Rough/Topout Rough Electric Frame/Steel/Bolting/Welding Rough/Ducts/Dampers Rough/Ducts/Dampers Rough Electric Frame/Steel/Bolting/Welding Final Combo Underground/Under Floor Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Gas/Test/Repairs Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Underground/Under Floor Gas/Test/Repairs Gas/Test/Repairs Underground/Under Floor Rough Electric ACT INSP CO MPC NR MPC PA MPC CO MPC PA MPC PA MPC PA MPC PA MPC PA MPC PA MPC PI PK PI MPC PI MPC CO MPC AP MPC PA MPC PA MPC PA MPC PA MPC AP MPC PA MPC PA MPC PA MPC PI MPC PI MPC PA MPC PI MPC COMMENTS SEE LIST CEILING SYSTEMS RM 332 NDS BRACING ABOVE CEIL LITE FIXT RM 332 DUCTS & REGISTERS RM 332 LAB SINKS RMS 332 & 111 LITE FIXT CORR 310,320/NO LAB CEIL GROS CORR 310,320/N.LABS DUCTS & A/C REG NO. LAB DUCTS FOR EXH & M.U.AIR NON RATED CORR WALLS NON RATED CORR WALLS SEE CORR LIST OF 6-5-91 REST OF UG LAB WASTE LNS CORRIDOR SUSP. CEILING CORRIDOR CEILING CORRIDOR CEILING 60 PSI 24 HR TEST 2ND FLOOR CEILING GRID LIGHT FIXTURES, 2ND FLR 2ND FLR DUCTS & REGISTERS WASTE LINES RM 111 RE-START GAS TEST START OF 60 PSI REC TEST RF ORN OF REROUTE PERMIT# CB910074 DESCRIPTION: REMODEL 2313 SF TYPE: CTI JOB ADDRESS: 2280 CITY OF CARLSBAD INSPECTION REQUEST FOR 07 /01/91 15509 SF LAB AND ADD OFFICE ON 2ND FLOOR FARADAY AV STR: INSPECTOR AREA MC PLANCK# CB910074 OCC GRP CONSTR. TYPE VN FL: STE: ***** INSPECTION HISTORY***** DATE 052291 052291 052191 051791 051591 051491 051491 051491 051491 051491 051091 050991 050991 050991 050991 050891 050891 050891 050391 050391 050291 050191 042591 042391 042391 042291 041891 041891 041891 041891 041791 041791 040591 040591 040591 040491 040391 DESCRIPTION Interior Lath/Drywall Interior Lath/Drywall Final Combo Interior Lath/Drywall Rough Combo Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Rough Electric Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Frame/Steel/Bolting/Welding Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough Electric Rough Combo Rough/Ducts/Dampers Underground/Under Floor Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough/Topout Underground/Conduit-Wiring Rough Electric Frame/Steel/Bolting/Welding Rough/Topout Underground/Under Floor Ftg/Foundation/Piers Underground/Conduit-Wiring Ftg/Foundation/Piers Rough Electric ACT INSP PA MPC CO MPC CO MPC PA MPC CO MPC PA MPC PA MPC NR MPC NR MPC PA MPC PA PK PA MPC PA MPC NR MPC PA MPC AP MPC PA MPC PA MPC AP MPC AP MPC CO MPC PA MPC PA MPC PA MPC PA MPC PA MPC PA MPC CO MPC PA MPC PA MPC NR PK NR PK AP PK AP PK AP PK CO PK AP PK COMMENTS CORR. WALLS NDS MORE SCREWS FOR 1 HR SEE INSP NOTES OF 5/21/91 2ND FLR DRYWALL LID SEE INSP LIST CEILING,RMS 301 TO 307 NDS ADEQUATE LAT.SUPPORT RMS 301 THRU 307 EXC PLMG WALLS RMS 301 TO 307 RMS 301 TO 307 RMS 301 TO 307 EQMNT YD SLAB LAB & CORR WALLS WALLS, 2 STORY PORTION SEE COMMENTS 5/3/91 WALLS SEE COMMENTS 5/2/91 CHWS & HWS PIPING U/G WST LNS, NORTH AREA RM 337 CEILING RM 337 RMS 334 & 337 RM 334 NDS MORE STRAPS FDRS TO MECH PAD RM 334 JOINT MEET W/NEW SUPT JOINT MEET W/NEW SUPT NEED AS-BUILT U.G. CONDUIT IN FRONT LAB o APPROVED PLfNs SHALL BE oN JOB SITE BUILDING D FOUNDATION D REINFORCING STEEL. - D MASONRY _D GROUT-GUNITE . ' :: . D FLOOR AND CEILiNG FRAME D SHEATHING.: D FRAME D EXTERIOR LATH · , ' .. .:, . D INSULATION •. ' 0 ~,!/~,e;: :~.1AL A-7 .N,,E,CU ' ~ ~ D INTERIOR LATH OR DRYWALL ~l-~_/1/C-.. ;~~ ·;:::eo .s~c7 · -.3 309' ,U ,vqc_~ ' ~· . PLUMBING . .{i) #'5,!,lj '.n,-,,,rj ·. C}P,EAYA/6 /.5 =,,/ 70{) ~ D UNDERGROUND PLUMBING . ft). ~eJ · cy::· C(f)H~}c5 . _t9-VJeL-' ~S D UNDERGROUND WATER ~Ch'-/.'T'~ .. -~/-.s7N/. ~. ~-~S /;(/Ve._p-/~UrW D ROUGH PLUMBING . 7 ~ D TOP OUT PLUMBING r/ ~q}faM t:;:iA-7lS>\. • D SEWER AND PUCO.. , D TUB. OR SHOWER PAN D GAS TEST D WATER HEATER., \ ' -"<$) !Y ,as.. AX/I A-tlST .,c;woT '<f e'J/ .v T--£ -~ ~,P~ ·~~TJ~/o// CO(}_µ~~ ffe~&A,{. Ce)-N~~ ···UJ;M/~·: ·);nos. v-' ~vw. ELECTRICAL,. . D TEMPORARY SERVICE , · .. : , D ELECTRIC UNDERGROUND D ROUGH ELECTRlc' · · D POOL BONDING ' D ELECTRIC SERVICE . . D UFER GROUND. '.. ~; 0 G.F.I. D SMOKE DETECTOR , MISCELLANEOUS : . ·. D PLENUM AND DUCTS · D COMBUSTION AIR . .. D CONDITIONED AIR SYSTEMS D SOLAR. . . . D GRADING· D POOL D PATIO D SIGN D OTHER '' ' ,_- RECEJV~ FINAL BUILDING INSPECTION D MAY 2 8-' 1991 • DEPT: BUILDING ENGINEERING C!~~~]PLANNING U/M WATER PLAN CHECK#: CB910074 PERMIT#: CB910074 PROJECT NAME: REMODEL 15509 SF LAB AND ADD 2313 SF OFFICE ON 2ND FLOOR ADDRESS·: 2280 FARADAY AV CONTACT PERSON/PHONE#: BILL/431-7958 SEWER DIST: CA WATER DIST: CA DATE DATE: 05/24/91 PERMIT TYPE: CTI INSPECTED~~ BY: <t'~ INSPECTED: t(~s/9( APPROVED _::f=_. DISAPPROVED INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED FINAL BUILDING INSPECTION RECEIVED AUG 2 6 1991 DEPT: BUILDING ENGINEERI~PLANNING U/M WATER PLAN CHECK#: CB910074 DATE: 08/23/91 PERMIT#: CB910074 PERMIT TYPE: CTI PROJECT NAME: REMODEL 15509 SF LAB AND ADD 2313 SF OFFICE ON 2ND FLOOR ADDRESS: 2280 FARADAY AV -~ 00 M ·z 55 CONTA~T PERSON/PHONE#: MH/BILL/431-7958 SEWER DIST: CA WATER DIST: CA INSPECTEI}, BY: C. b,goJL INSPECTED BY: INSPECTED BY: COMMENTS: DATE ~ INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED _K_ DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB910074 FOR 05/30/91 DESCRIPTION: REMODEL 15509 SF LAB AND ADD 2313 SF OFFICE ON 2ND FLOOR TYPE: CTI JOB ADDRESS: 2280 FARADAY AV APPLICANT: HCH PARTNERS CONTRACTOR: NIELSEN CONSTRUCTION OWNER: ISIS PHARMACEUTICALS PHONE: PHONE: PHONE: INSPECTOR AREA MC PLANCK# CB910074 OCC GRP CONSTR. TYPE VN STR: FL: STE: 619-278-5750 619-291-6330 9319200 REMARKS: RS/BILL/431-7958 SPECIAL INSTRUCT: INSPECTOR /lc,{Z_V ---,7~, -- TOTAL TIME: --RELATED PERMITS-- CD LVL DESCRIPTION PERMIT# SE890096 SE910009 CB910744 TYPE swow swow ELEC STATUS ISSUED ISSUED ISSUED ACT COMMENTS 23 PL Gas/Test/Repairs ~ /1,Cl ,,;.)~/ ~9' ~ · T~/ 14 ST Frame/Steel/Bolting/Welding A~ _.;;fl0 f-4&~ c:e,,vAA, tppVI() 24 PL Rough/Topout ~c., 34 EL Rough Electric _M: L-/<o.llr rl'~~ ,,;9U>,Pf./f:_, 44 ME Rough/Ducts/Dampers 1m:= ;)Jl-«:>eitr-,, ,Pl/CO' r /2l:W.S_;725,1J. .u_ _____________ ffi-tU~ Wf /fro-Ill -------------------------------------- ***** INSPECTION HISTORY***** DATE 052391 052391 052391 052291 052291 052191 051791 051591 051491 051491 051491 051491 051491 051091 050991 050991 050991 050991 050891 050891 050891 050391 050391 DESCRIPTION Gas/Test/Repairs Underground/Under Floor Rough Electric Interior Lath/Drywall Interior Lath/Drywall Final combo Interior Lath/Drywall Rough Combo Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Rough Electric Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Ftg/Fotindation/Piers Frame/Steel/Bolting/Welding Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough Electric ACT INSP PI MPC PA MPC PI MPC PA MPC CO MPC CO MPC PA MPC CO MPC PA MPC PA MPC NR MPC NR MPC PA MPC PA PK PA MPC PA MPC NR MPC PA MPC AP MPC PA MPC PA MPC AP MPC AP MPC COMMENTS START OF 60 PSI REC TEST RF DRN OF REROUTE CORR. WALLS NDS MORE SCREWS FOR 1 HR SEE INSP NOTES OF 5/21/91 2ND FLR DRYWALL LID SEE INSP LIST CEILING,RMS 301 TO 307 NDS ADEQUATE LAT.SUPPORT RMS 301 THRU 307 EXC PLMG WALLS RMS 301 TO 307 RMS 301 TO 307 RMS 301 TO 307 EQMNT YD SLAB LAB & CORR WALLS WALLS, 2 STORY PORTION SEE COMMENTS 5/3/91 WALLS \ -·;-~--~- \ Wyman Testing Laboratories COVERING WORK PERFORMED OREINFORCED CONCRETE WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY JOB ADDRESS 2280 Paraday Avenue Carlsbad OWNER OR PROJECT NAME Isis Pharmaceuticals CONSTR. MAT"L (TYPE,GRADE,ETC.) Concrete DESIGN STRENGTH !SOURCE O~ MFGR. 3000 psi Pre-Mix DE~CRIBE MAT'L. (MIX DESIGN, RE•BAR GRADE 8: MFGR.) Mix Design# 500020 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 OSTRUCT. STEEL ASSEMBLY DREINFORCED GYPSUM OGLUE-LAM.FABRICATION DPILE DRIVING DOTHER NO. 90-348 IFOR WEEK ENDING 4-12 19 91 BLDG. PERMIT NO. I PLAN FILE NO. ARCHITECT J. Birkett Interiors ENGINEER Burkett & Wonq GENERAL CONTRACTOR Nielsen Construction CONTR. DOING REPORTED WORK Nielsen Construction LAB RECEIVING 8: TESTING CONSTR. MAT'L SAMPLES Wyman Testinq Laboratory CONCRETE INSPECTION 4-10 One set of 4 test cylinders C.5. Slump test results 4 II• Concrete supplied by Pre-Mix. truck # 390. - CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. taken from footing line 1.5 at Ticket # 164919, DATE OF REPORT REGISTER NUMBER MA'.,-'-20-91 MOt-1 15:17 B 1,..4 r k e, 1;. 1;. & kl•=-.!::"!-~---P. 0 2 _______ _ DATE_ M fry 'I I -- w-10 ENGR _____ _ burkett ~ . SHEET ______ ' &wong • _/ · ~~KA ,<ruotwd & olvil•n,;neC:::,~ PROJECT . I s ·l ~ " ~ - ., c:;; ., ' , . . . Zf "J. ' ! . ,1I~1,r. j' &_. . flt ·J!:_ __ :_· _: --~--:----------~-""':'-r"il ' .. . ' . . ,.,, . . . .......... • .. .. : ...... 0 . '\ \ .. .. \ . ···i-~(~ .. ,_ ,( V"'V:~ ,f. ... " : . • ·" 1 . . ~ . ~ ~. ·. . MIT l?fl..611 · eo67G- I _ _) -~--.,,.._., __ ·------..... : .1. -; -----~ ..... --.-.-__.._ .... .L ... ' • ·-·-\ . . '; .... t ...... .,. ; ... _ ... ·.-.... ..... ...... , . . . UN~J~r,JN~ "THE f?foN&-L Pfn'l-rtoN OY&-12,. 7H'G-~kvv c.. u r o P?; t,J a.1 ~ ~s 4 ~ "( C,trNT r L, r;v G-rz... • o.. K , rs y o ($ { 6 fl v k-T, IJ N . Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED 0REINFORCED CONCRETE 0STRUCT. STEEL ASSEMBLY . WHICH REQUIRED APPROVAL BY 0PRE-STRESSED CONCRETE DREINFORCED GYPSUM 0GLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY OPILE DRIVING DOTHER JOB ADDRESS IFOR WEEK 2280 Faraday Lane NO. 90-348 ENDING 4-26 19 OWNER OR PROJECT NAME BLDG. PERMIT NO. I PLAN FILE NO. Isis 91-74 CONSTR. MAT'L (TYPE,GRADE,ETC.) ARCHITECT H.C.H. Partners DESIGN STRENGTH ISOURCE OR MFGR. ENGINEER Burkett & Wong DESCRIBE MAT'L, (MIX DESIGN, RE-BAR GRADE 8: MFGR,) GENERAL CONTRACTOR ASTM A615 Grade 60 Nielsen Construction CONTR. DOING REPORTED WORK ASTM A36 Steel Nielsen Construction LAB RECEIVING 8: TESTING CONSTR. MAT'L SAMPLES ASTM Nelson Studs Wyman Testinq Laboratorv REINFORCING STEEL VERIFICATION 4-25 Inspected the reinforcing steel installation for panels per details 25 noted on sheet Al.1 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations and clearance. Verified member dimensions with inplace formwork. Verified dimensions of excavated locations. Checked locations of embedded items and sleeves. Work inspected is in accordance with the approved drawings. CERTIFICATION OF COMPLIANCE J HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. Y <~S--9 I <..I I 9S:2-DATE OF REPORT REGISTER NUMBER 9J Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING O0THER JOB ADDRESS 'FOR WEEK 2282 Faraday Lane Carlsbad NO. 9 0-348 ENDING 4-26 19 91 OWNER OR PROJECT NAME BLDG. PERMIT NO. I PLAN FILE NO. Isis 91-74 CONSTR. MAT'L (TYPE,GRADE,ETC.) ARCHITECT H.C.H. Partners DESIGN STRENGTH 'SOURCE O,R MFGR. ENGINEER f'c 3000 psi Pre-Mix Burkett & Wong DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE 8c MFGR.) GENERAL CONTRACTOR Mix Design# 89-9037 Nielsen Construction CONTR. DOING REPORTED WORK ASTM A615 Gr. 60 Nielsen Construction LAB RECEIVING 8c TESTING CONSTR. MAT'L SAMPLES Wyman Testing Laboratory CONCRETE INSPECTION 4-26 Inspected the placement and consolidation of 14 cubic yards of concrete, mix design # 899037 in the following locations: tilt up panels El, 2 I 3; Nl, Sl, Wl. One set of 4 test cylinders taken from panel Nl. Slump test results 5 II• Concrete supplied by Pre-Mix. Ticket # 168993, truck # 331. Work inspected is in accordance with the approved plans and specifications. CERTIFICATION OF COMPLIANCE ~ (d,,fi~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATURE CT ~STEREO INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & '-\--~c --0n ~ ~ (.) !d • APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. DATE~F REPORT R~1s---rER NUMBER WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS 13230 Evening Creek Dr. Suite 218 San Diego, CA 92128 (619) 486-0354 ISIS PHARMACEUTICALS 90-348 PROJECT --------:c-::--:,...--:,--:---=--=-:------=----=----==-==----------PROJECT NO. _____ _ 2280 FARADAY AVENUE, SUITE A, CARLSBAD PROJECT ADDRESS ---=c-==-=-===-=-=-=~~---__:_ ______________ _ NIELSEN CONSTRUCTION CONTRACTOR----,.,.......,~===-==---.=;---,--:;:;--;:;--;;-----:::~==::-:::-----------J.BIRKETT INT.,INC. / H.C.H. PARTNERS ARCHITECT /ENGi NEER -N""""'"IE""'L.,-,.,s=E=N,.....,,C"'O""N""'s=T""R:-..U.,aC.;:;T:;-:;I::-;:O~N.------------------- TO BE BILLED ----"""N_,/..,..A-------------------;:9"0'--:;l-;::5:-;:8;--;;3;------- BLDG. PERMIT NO. _____________ PLAN FILE NO.-------------- SAMPLE DATA REPORT OF a CONCRETE D MORTAR D GROUT D OTHER ----------------- SUPPLIER _____ .... P~B-E-M~I~Z~E-D~------PLACEMENT DATE Q4-1 Q-9] MIX DESCRIPTION TICKET NUMBER ___ J-'--'-'-'64::i:...9..t....J.._9.,__ _____ _ MIX NUMBER 50-0020 TIME IN MIXER SLUMP 4" ADMIXTURE _____ W-'-'-R=D=A=--7-'----=-9 _____ _ TYPE CEMENT II AIR CONTENT -----=N:..:...Lc:Ac::...-_______ _ UNIT WEIGHT N/A DESIGN STRENGTH 3250 LOCATION OF PLACEMENT __ F_O_O_T_I_N_G_L_I_N_E_l_._5_@_C_. 5 _______________ _ SPECIAL TEST INSTRUCTION OR REMARKS ------------------------ REQUIRED STRENGTH (f'c) __ 3_o_o_o _______ PSI AT 28 DAYS SAMPLES MADE BY ____ D_AN_N_Y_W_YMAN ______ DATE RECEIVED IN LAB _______ 0_4_. -_l_l_-_9_l LAB FIELD CONTROL DATE IDENTITY NUMBER TESTED 7 1 04-17-91 28 2 05-08-911 28 3 05-08-91 LABORATORY DATA DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 TEST AREA SQ INCHES 28.27 28.27 28.27 MAX LOAD POUNDS 60,00( 84,00( 88,00( LABORATORY DATA REMARKS ___ *_A_V_E_RA_G_E_3_0_4_0_P_S_I _____ _ DISTRIBUTION ____________ _ ~L~Y: ALL SAMPLING AND TESTING CONDUCTED IN ACCORDANCE WITH ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 DATE s~1a-?'1 COMPRESSIVE STRENGTH PSI 2120 2970 * 3110 * Wyman Testing Laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 218 SAN DIEGO, CALIFORNIA 92128 (619) 486-0354 COVERING WORK PERFORMED 0REINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY 0PRE-STRESSED CONCRETE DREINFORCED GYPSUM 0GLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY DPILE DRIVING 00THER JOB ADDRESS 'FOR WEEK 2280 Faraday NO. 9 0-348 ENDING 5-3 19 91 OWNER OR PROJECT NAME BLDG. PERMIT NO. I PLAN FILE NO. Isis Pharmaceutical 91-74 CONSTR. MAT'L (TYPE,GRADE,ETC.) ARCHITECT H.C.H. Partners DESIGN STRENGTH 'SOURCE OR MFGR. ENGINEER DESCRIBE MAT'L. (MIX DESIGN, RE·BAR GRADE Be MFGR.) GENERAL CONTRACTOR A36 Steel E70 Series Electrodes Nielsen Construction CONTR. DOING REPORTED WORK S.D. Construction Weldina LAB RECEIVING Be TESTING CONSTR. MAT'L SAMPLES Wvman Testinq Laboratory WELDING INSPECTION 5-3 Visually inspected the fillet welding of tilt up panel connections in the following locations: Nl/E2, Sl/E2 per details noted on A-1,1. Certified welders were observed -for proper welding procedures and techniques. Completed welds were inspected for size, length, location, and unless otherwise noted are free of visible defects and in accordance with the approved plans. CERTIFICATION OF COMPLIANCE ~\j ~.J~ I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE -6' REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS . SIGNATUC )F RC:GISTERED ll'TSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & ~ -~" q \ ·~t ~ \.J APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. . DATE OF REPORT REGISTER 1NUMBER \/Vyman Testing Laboratories i 3230 EVENING CREEK DRIVE SOUTH, SUITE 2i a SAN DIEGO, CALIFORNIA 92i28 (6i 9) 486-0354 r 1 .. C~VERIN~-~~~I< r7°~FORMED h t ..,_,,,: ITttet •--~'01~ CIREINF0RCED CONCRETE OSTRUCT. STEEL ASSEMBL V f WHICH REQUIRED APPROVAL BY []PRE-STRESSED CONCRETE []REINFORCED GYPSUM OGLUE-LAM.FABRICATION '.\ THE SPECIAL INSPECTOR OF r-!f'll::11\lF0RGt:D MASONRY OPILE DRIVING O0THER ~. :~;{so RF~~-A ven ::· -,.~---;~·-r_l_s_b_a_d--·~--N-O-. _9_0 ___ 3_4_8 __ ?",~-:~-~-.-~-~-E_K __ 4 ___ 2_6 ____ 1_9 __ 9_1..;i ~-:-;;NfHa.,l on PFlOJECT NAM!! BL.DG. PERMl'T NO. IPL.AN F!L.E NO. P Isis 91-74 ~-----·--.,..--:-=,~:-c::------=-c:-:::ccc-:--------------1-----,--,--:c:--------~----------ij CC)NSTfl. MAT'L. (TYPE,GRADE,ETC.J ARCHITECT ! H.C.U. Partners I ··1sr,~t":IoobGTP s i l5°p;~'"~~'G Fl. Ej-G :N Birkett -~~-t_e_r_i_o_r_s _______ ___,, :rtf:tfc1LID~;Ig~MI# 0ftg':.Ng 031f R GflAPL u, MFGR.} GN;;rs~o;Tc~;;:~truction CONTR. DOING REPORTt:_D_W_O_R_l_"I: ________ _ 1 ASTM A615 Gr. 60 Nielsen Construction L.AB RECE:IVING 6: TEs·,-:-c1~"'."'1G-=--c--o_N_Sc-T-R--:. M,..,,...,..A=T-'L._S_A~M=P=1....,,E""s-- l·-·-·-----------------------t--W-'V:._m_a_n_T_e_s_t_i_n_cr'-L_a_b_o_r_a_t_o_r_y,...__ ___ ...... i r------ CONCRETE INSPECTION 4-26 Inspected the placement and consolidation of 14 cubic yards of concrete, mix design# 899037 in the following locations: tilt up panels El, 2, 3; Nl, S1, Wl. · One set of 4 test cylinders taken from panel Nl. Slump test results 5". Concrete supplied by Pre-Mix. Ticket 4F 16 8 9 9 3, truck# 331. Work inspected is in accordance with the approved plans and specifications. RECEIVED MAY 15 1991 BLDG. INSPEC. DEPARTMENT J I ~ i g f --·-·----CE_R_T-IF-l:;·-,o-N_O_F_C_O_M_PL-1/-~~-~-;·-·-----~-----~---.......,,-.. ,~;NG' Tur~~l:: "(1-1·,~-',\~~-:/,f:"}~-)~--' -:-,, -~,· o"'1~c'i\~J:5:·~-~:,-·l-",.._....,.! I HE'REBY CERTIFY THAT I HAVE INSPECTEf1 ,'.\I I OF THE t,130'1: _ J. ,_ . r/ _ _ , l{l::l'0lffl:.D WOHi<, UNU.SS 0THEF-lWISl: N0llll I 1-IA\/E FOUND Till!-> ·2 J .,J, "' J1 VIIOFll< TO COMPLY WI n I THE APPROVED Pi ;q·,:, ,.wu:IFICATIONS . .._. --'2 , /. U ~ ~-4---/\PPLICABLE SECTIONS OF THE CITY OF SAN I J! [,jt) ll I LDING LAWS. E OF REPoH I n. -1sTER jNur,1aER Wy~nan Testing laboratories 13230 EVENING CREEK DRIVE SOUTH, SUITE 2"18 Si\N DIEGO, CALIFORNIA 92128 (619) 486-0354 -------------------------------1--------·--------COVERING WORI< PERFORMED OREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING O0THER JOB ADDRESS I FOR WEEK 2280 Faraday Avenue Carlsbad ~O. 90-348 ENDING 4-26 19 91 OWNER OR PROJECT NAME BLDG. PERMIT NO. 'PLAN FILE NO. Isis 91-74 CONSTR. MAT'L (TYPE,GRADE,ETC.] ARCHITECT H.C.H. Partners DESIGN STRENGTH ISOURCE OR MFGR. ENGINEER J. Birkett Interiors 5--::-o=r;:s.,.-c'"".R'""l°"'B=E--:-M-:-Ac-,T=,,-L.---:(c:cMc-lX~D'""E=-cS-IG.,.-N,.,.,-R-cE~--B-A--R-,G,-R-A--,Dcc:E::--=-B:-c:-Mc-:F::-:G::-:R::-.,-) -----+G::-E:=cN:c-E=,R::-A-::-:--l_-::(.·,_:;-;·_;-DIAC"'T"o;q ------------f. ASTM A615 Grade 60 Nielsen Construction ;;.---------------------------t-CO--NT_R_. D-OING l'lE:PORTEO WORK ASTM A36 Steel Nielsen Construction ---------------------------t-L:--Ac--Bc:--=-R-=E-c-c-=-En·i ir:Jc:; iJ.! -n.:::;:.1'HiG CONSTr-l. MAT"L SArv'tPLCS _A_S_T_M __ N_e_l_s_o_n_,_s_t_u_d_s ________________ w .... rv._m_a_n_•restj_ng Laboratory ! ir----=-=-=--=======--====---____ :::.;._;_:_:·.--:-.... ::.c..==-===--·-··7:·~=-==4 REINFORCING STEEL VERIFICATION 4-25 Inspected the reinforcing steel installation for panels per details 25 noted on sheet Al.1 of approved drawings. Inspected reinforcing steel for size, grade, lap, locations and clearance. Verified member dimensions with inplace formwork. Verified dimensions of excavated locations. Checked locations of embedded items and sleeves. Work inspected js in accordHnce with the approved drawings. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALI. OF THE ABOVE ICf::POFlTEO WOF!K, UNU:SS OTHEHWISE NCHEIJ I HAVl: FOUND TIIIS '!Clr~K TO COMPLY WITH THE APPROVED f'LANS SPECIFICATIONS, & Yf'L I CABLE SECTIONS OF THE CITY OF SArJ DIEGO 13UILDING LAWS. RECEIVED MAY l 5 1991 BLDG. INSPEC. DEPARTMENT WYMAN TESTING LABORATORIES REPORT OF COMPRESSION TESTS 13230 Evening Creek Dr. Suite 218 San Diego, CA 92128 (619) 486-0354 90-348 ISIS PHARMACEUTICALS PROJECT ________________________ PROJECT NO. PROJECT ADDRESS 2280 FARADAY AVENUE, SUITE A,_..f2AJ;,R:.J.L~S>-tBS..fAW,D>----------- CONTRACTOR ---~NLIUE~L~S~E~NtL.!CLlGUN~S~T~B~U~C~T~I~O~NL-__________________ _ ARCHITECT /ENG I NEER __.!,J.L.J. Bt:iI.LR.ts.K.tS..E.t;.T~T-l.I.n!N.:J.T:...._,_,...tI..riNu.C.:....--1-/'.__l:HL.J.C..:... • ..1H:1--..JP~A~R~T:.i:..NDl-E.l:!;R~S----------- TO BE BILLED ____ £lN.d:IJ;E4L,!_.1;;S!_!E~NLJ:C~On;N~S~Ti,:,iR;s.iU!.1.!C..;:T.1.:.I.1.!0\.l.N~------------------- BLDG. PERMIT NO. N/A PLAN FILE NO. 90-J 583 SAMPLE DATA REPORT OF B CONCRETE O MORTAR D GROUT D OTHER _________________ _ SUPPLIER PREMIXED PLACEMENT DATE __ .::..0..=.4_-=2...:::;6_-...:::9--=1=-------- MIX DESCRIPTION N/A TICKET NUMBER ----=1-=-6-=-8-=-9-=-9-=-3 ______ _ MIX NUMBER _____ 8_9_-_9_0_3_7;__ ______ TIME IN MIXER 85 MIN SLUMP 5 " ADMIXTURE -----=N~/-=A:.=__ _______ _ TYPE CEMENT IT AIR CONTENT ____ N..!../_A ________ _ UNIT WEIGHT N/A DESIGN STRENGTH __ 3_o_o_o ________ _ LOCATION OF PLACEMENT __ PA_N_E_L ____ #_N_-_1 ______________________ _ SPECIAL TEST INSTRUCTION OR REMARKS _______________________ _ 30b0' 28 DAYS REQUIRED STRENGTH (f'c) -===-=-cc-==----PSI AT JOHN·POWELL 04-29-91 SAMPLES MADE BY ----------,-----DATE RECEIVED IN LAB __________ _ LAB FIELD CONTROL IDENTITY NUMBER 6 5 28 6 28 7 LABORATORY DATA DATE TESTED 05-02-9l 05-24-9 '~ 05-24-91 DIMENSIONS INCHES 6 X 12 6 X 12 6 X 12 ~ 26.27~ 41J'v ..-e~ ul,.,. TEST AREA SQ INCHES 28.27 28 .,27 28.27 ("\ ( \ ~ ~ ~g} 'VV fi'V ...I!!. -~\ LABORATORY DATA REMAR~~ ~, 0 t:J..0€;..? ff" "' .... ~·c ~ 01 ~ ' . . MAX LOAD POUNDS 69,000 95,500 92,500 _( /'. 1\(5(\../ iv \ I If f# ! COMPRESSIVE STRENGTH PSI 2440 / 33~ ( 3270 l \. / I '11' \ ~ I f?\\O~/~ ,~,A~ ~, DISTRIBUTION ... '!' ~-0.,,,........-:: ,...___ ........ ~. ,__. ~1,t ~L IV "' ~ '~~ ~~ -~~- ALL SAMPLING AND TESTING b[e'lZ,Ll,\,O\(b 'rl-~~~~<!!:._.p1.1,~~-- CONDUCTED IN ACCORDANCE WITH DATE 5'..-zg.,9( ASTM STANDARD DESIGNATIONS C31-69, C39-80, C78-75, C617-76 :c,:1 1 E,: <EROX TELECOF'IER 7810 ; 7-1-91 2: 18Pt-1 ; l . ..'Htl BUUREt·l K.iMPER -:; JUL -01-' 91 MOt'-1 13: 07 ID: 1,,iAH BUUREf~ 1-: If'lPEF'. TEL r-llJ: 619-2':H -t:,389 tt:351 F'01 -_f I • M -·----=V:::::::.,;;;,,,A~-N_B_U_U,,_,RE_N_; -K, .... M--P(:_R_& __ ....... AS ____ S_O_· C-IA-TE_S_.-..... / I ! . i -. ~--· Conswltln9 Engineers FJ;I.' TMNSMlTT'Al NUMBER OF PAGES: z_. .. . 0NCLU01NG TMNSMiltAL)· .. · ; ~trY Q/: . C,frt2.t.S8h() __ .ATTEIITION1··=~ f AX ·wuMDERi' ~a .. ::i:~8-j:,i ,. . _w, ~ -== - iO: -·· ilQfi NYf®Et\g .=4(J$:ie> I Z§ ' PROJttY~. JJJS,, .ft/ftG,trJ;/ai,1//'lc./(d ii t' t, I . . . \' .. . . . . i,. ; l=I 1 ' ' . ' . . '. ' l· • . .. :=,-·2;1; -~EF.'.IJX TELECOPIER 7010 ; r-;-1-1-'='1 2: 11F'M ; l..1Ht-~ BUUREN r:·IMF'EP -=-' ----~--JUL-01-'91 Mrn.l 13:07 ID: 1)Ht'1 BUUREt~ !'.'.IMPER TEL NCl:1319-2'31-E.389 t:!851 P02 .. VAN BUUREN, KIMPER & ASSOCIATES Ju1y l, 1991 ECI 371 North Engel St, Escondido, CA 92029 Consulting Enqine,ers PROJECT: RE: ISIS Pharmaceutical {VBKA UMS90128) Generator Feeders Gemt l 1Mu2n : On thG e1iactrical drawing Sheet E3, the feeder number 16 & 17 identified prov1d1ng (2) 311 C 4*250MCM & 1#2 ground XHH cu. each. This was a typographical error, FeQder #16 should be (1} one 311 C. 4#250MCM 1#2 ground and 1#4 iso1atad ground XHHU CU. Feeder #17 should be (1) one 3"C. 4#250MCM 1#2 ground XHHW CU. Very trY1Y yours, VAN BUUR~i!, !'H~PtR & ASSOCIATES SW;ps ; l=i 2 TRANSMITTAL Ee I ELECTRICAL CONTRACTING, IN CIO # 451687 City of Carlsbad 5/17/91 TO _______ ___, ____________ _._.DAT....__ _________________ _ ____ 2_0_75_L_a_s_P_a_lrn_a_s_D~r_i_v_e ________ WORK ORDER # __ 3_1_4 ___________ _ ____ c_ar_l_s_b_a_d_,_c_A_._9_2_0_0_9 ________ ,JOB NAM....__ __ I_s_i_s ___________ _ A TTEN110N __ B_u_i_l_d_i_ng_D_e_p_a_r_t_rn_en_t _____ LOCA TION ___ c_a_r_l_s_ba_a_,_c_A_. ______ _ Gentlemen: T,an~mifted herewith are _l __ copies of Ground fault test report for above project located at 2280 Faraday Street, Carlsbad. D Drawings and/or Submitt~d data 0 Submitted for approval D Approved as noted D Approved Kl For your information and files 0 For your use 0 Please rehJrn copies of each for our files D Signed Contract D Bond 0 Operating Instructions D Guarantee D Other REMARKS:. ___ P_e_rrn_i_t_=lt_C_B_9_1_0_7_44_-_P_r_o-=j_e_c_t_=lt_A_9_l_0_0_8_8_9 ________________ _ ELECTRICAL CONTRACTING, INC. C\~ j. A0vffJ~ ... ~John s. Stratton --~ 1437 INDUSTRIAL AVE • ESCONDIDO, CA 92025 • (619) 489-6790 Westinghouse Electric Corporation May 14, 1991 John Stratton ECI 371 Engel Street Escondido, CA 92029 Industry services Divisions SUBJECT: GFI TES'IING i\ri' ISIS, Y01JR P.O . .,,. 314. Westinghouse Job #SNEB952 Dear John: -·-...~--.... - Enginmlng ind ln&lrumenlatlon Smlce Olvl1lon 5775 Chesapeake Court, Ste.D San Diego, CA 92123 Telephone (619) 571-2902 Enclosed please find a copy of the test resul~s from my testing on May 11, 1991. All test were satisfactory. Thank you for this opportunity to be of service. If I can help you with any other need or if you have any questions, call me at 571-2902. Sincerely, Jon A. Zelle:::- WESTINGHOUSE ELECTRIC CORPORATION JAZ/lg Enclosure ... MESTIHGHOUSE ELECTRIC CORPORRTIOH 5450 CoMplex Street Suite 309 San Diego~ California 92123 (619) 571-2902 TEST REPORT GROUHD-FAULT PROTECTIOH CUSTOMER C C..I. DATE 5-\l-9\ LocATioN Is rs ORDER HO. 'S~8::> ~'S 2. EHGrtfEER ASSIGHED _ ___..ti:=ELJ=U:::c....:~~·.:.__ __ _..:.. ____ _ Disconnect Device: Gf Protective Device: -=~~cr.c...;...;._,;B:=.;..k,.~{2_=·-------------- TEST METHOD PriMary Injection ~ Secondary Injection OPERATIONAL TEST GROUHD SEN SI t-lG L Residual Zero Sequence 1. Gr Protective Device Setting: 1...oo AMpS • 7-~-/eye. 2. Control Power: µ/A AC / DC 3. Test Current: LlX) AMps Trip TiMe: .. \9 @. /eye. 4. Test Button: t-JlA Test LaMp: 01~ Indicator: iJIA 5. Ground Fault Settings as left: 2.Qb AMps',,. • 2. ~/eye. 6. Other: HOTES: DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA Q2I23 (619) 560-1468 Lf-/ I / g J 0APPLICANT ------~~'-----1----,...--'----CLJERls'DICTr'OE;::;> JURISDICTION: -----""C_l~T'--fY-------'0'='-1-F ___ ~C=A.......,_,_R_l=S~B=A<.....;.D LJPLAN CHECKER QFILE COPY PLAN CHECK NO: 91-oo 74 SET: 1iZ r-:ups __ __,_...,__~=--.,___,_ ___ __;:_:::...:::.....:._ ...... _.______ :..,-_.,:DESIGNER ---i PROJECT ADDRESS: 22..&o FAfADAY AV£ PROJECT NAME: :IS 1: -S PH AR J:1A C,~ U Tl CALS A{)O( TIDN AND RI:$ TV100E L._ I • ~-The plans transmitted herewith have been corrected where ~ necessary and substantially comply with the jurisdiction's building codes. D 0 0 0 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 tr~nsmitted 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·Th_e· applicant_1 s copy of the check list has been sent to: m Esgil staff did not advise the applicant contact person that plan check has been completed. [7 Esgil staff did advise applicant that the plan check has -·' been completed. Person contacted: ------------- Date contacted: _________ Telephone# _______ _ D REMARKS: _________________________ _ By: DAV}/) YAO Enclosures: __________ _ ESGIL CORPORATION /,2 ;,. _\a-~f 0GA LJAA ORN 0DM .... DATE: 3 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 I 2. 6 I 9 / . CJ APPLICANT U ISDICTI JURISDICTION: CITY CARLSBAD SET: 7fr , PLAN CHECKER !JFILE COPY 1.UPS r-=---='DESIGNER PLAN CHECK NO: PROJECT ADDRESS: ___ ~2=Z~ff_o_·_~'"F~A--~~~P~~~D_A~Y~.-· -~A~V~E PROJECT NAME : __;;;'T::;,._$=-=I,__$'..,_~-p~r-1...,_A_._R'"'""-M--'-=A"-'C:...'E=-,..,/J'---'-T_..l"""C"-'A<-.:L=s __ A;___c.f)=D_,_)-'-"-'TI o ,-./ ANO REMO PEL D D D .0 · ml The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified-,-------------are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The app_licant' s copy of the check list has been sent to: Hcf--1 pAKTNEf~S 4fJJ (/IEW~ /Pq-£ Al!E S'D 1212.-3, ~-Esgil staff did not. advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has ~ been completed. Person contacted: -----'--------- Date contacted: _________ Telephone# _______ _ D REMARKS: _________________________ _ By: DAVID YAD Enclosures: ________ _ ESGIL CORPORATION 31,q OGA ~AA ORN lOODM ...... -~ .... -' --- DA.IE: /J!AP,O( Z5, /Cfll D GI.EH AIWID:: PI.AN OIECK RUMBER: __ .-J.-j-<-/ _-~7.:!..,ef.,-=7!1:!::!::=:=------PLAN am:·la GARY A1rn. D--- hrf£N ei~t.-~(Ll.el"JD/ \] 51.-1~ Ao., I 'll;::. P1 Prfl.)-S si.f'A"u • ., ec e'.E.ubElD {y,.:, ~Ll.O u.)':) : ~ \ "Dc;;1 r--T€ 5c...M '1...,DH ANf,\,;'I SI<=. \-_s-q I ~ .. 1o..10~ ::>DuR.t.e. e10 E:Rl,it \.l !€ £':.11 /Y\A "it! b ') A,&.1-h -r.?.ci" 11':7. --r2) 6\(.,~ 1,::;tJ..J~L--OPE:.. "'::£L.--no N e., C.F-1e PA-(<.T ~ Cr..JD~ -6\+D1•\4;> \'\'\ ~_, ~ k-N\c.AL ~J\V-, I t-Jt.1-'.'Ja.. ~, c.") IMfRIIJT .'.'.JU:,r-Jt:;0 CJ=·-\)( Yi<oM A rJAt)f s \/:) I ~11. ,~~A1., l\i\ l::;r i+A-rv\ C..frt.: * , 'F c.o/2.R...\<nr-.. n ( :2--? 1 ~E:,11,\ f,=o A2.1)16 )..\fl, r:'-'1t-i"('1ij/~ l'lr\}P...,. ~. \R. L...Cl e. e..1170 ~-: 'rlft:,,J fie£ DA1Yl (?1:::,U, \Nol) LD E€-R.e&Ull<..\::D AT .fJ(l~11hl b {Cc-£ 1~"12.:7 . . . - , ' . '! . . . ., . DATE: 3" 2G, 9 I PAGE f ; , I JURISDICTION: CA~~ OvoLLIE~ PLAN cmCK ~= CJ \ -74 PLAN ClIECKER: D ---- ~ DARRKLL M'.>RRISON SET \ \ \ \ I ,,,,..~r_1r=Y -n-JA-T THE.... ~gs l 1--.J THE.. E:.-1 .E:CT, se~11c.;::: f.?i"''l"'""")H c:;} ME.Ct-! .Y AR..1~ HUST ~-E l o?E./\.lABLF r==-R~t...:J 71-1£ J f\.JSI De., ? ·L.., U("),.,. l 11--\?='_ L..C)(~., A-TI CJ l\..l oF II Tg.-1 I/ 3 ~D\.,.1 HD\..1I Vf:!E't'\..JTJL-~ T/C1r"J RE0u1RE.0 BY I t--..1 iE.C--4~SC.-/-S -n-Je ./='--,\ .,.-·-D ~\ IE 'Li S L--~"'.'f"T~P-. .-;:t -,._ I I /.l.;;c. \-·\ 'E::"- I 0 /L.-L 6€:: ?f?__c,,j / 1)£{j 1-02-T-J-/£ YF!"11~S., L\-~VIDE:. DV IGf:_C. U i::?-.J~-..1 T '?i2.o~C...TIC-1\.J \L./1-rf-11t-l 2. ~ I or-11 T&.-1 ,, 6£Cc,1,..! J;:,(J-/2_ Y ?t=R:... A!e.C t0.4-o-:21 ~x-a~ ~ ~4-cu ~v1?M~td1 (~'?-D UJ\..LD Fae. C.\-\ -2. \S u J\.l /°"') ?== ~ c__ \ z:. r-I\ -?E-i<.. 1',.\~r Ti3L 2-3?J -q C:: . . H / A-/ #,=<, Ct ) / (r, \JD\L..l A.~ L\~\-\1 F\'>l-1u~ HJ RcoM.S \ \ \ ~ \ \0 ~ U:://...JTJ2c>UE.0 ? > ~u-??L-1 ED ~l1TH ?o0f'?'£.... 7 ~-....:r ·, .F---< \ SC, L~ T t;" __ l':l G:\2Dukl.D CO't\J. D UC... ,c.,? -ro oe tr'-,--JN~.e:. A-, t,T~ ,, DK ui::-~e.. d f._/OT Ji HSi3--H? I/ '\, yf'=)c__ /\JeL. 2.50,... 74 E.><.4~ ( Kl.~T~ (~) SHT \E-'s, ') J ~ - • _• • I ; . ' 1 : j' . ,.. • f .i I ,. \ SAN DIEGO AREA ELECTRICAL NEWSLETTER THIC , ... H DICGO .-.111cA CM ... "C" OP' THE IN-TE"N ... TION"'L CoN.-C"CNC:IC OP' av11.01NG o.-r1c1.-.1-s: ... ,.,."0Vt.S: THC CONTCNT 01" THIS Nl'WSLCTTC,. AND "l:COMMCNDI ITI .-.ooP'TION av THE MCM'C"S: 01" THE CHAP"Tt."· C:KICCK WITH THC LOCAi. INSP'ICCTION .IU"IIOICT1o_N •CP'O"IC u:GINNING ANY INSTALLATION a.-.sco ON THIS NCWS:LCTTC"· CODE REFERENCE 450-9 .SUBJECT TRANSFORMER VENTILATION PUBLISHED -REVISED DEC 81 -APR 85 Closets ,and rooms housing transformers shall have prov,s,ons to maintain an ambient ·temperature which does not exteed the ambient temperature rating on the transformer. This ma-y 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. Any ventilation openings from the room into the interior of the building shall be protected by a damper having a fire rating of not less than one hour. CODE REFERENCE 450-2l(b) SUBJECT TRANSFORMERS OVER 112-1/2 KVA PUBLISHED APR 85 For the purposes of this subsection, a 11 transfonner room of fire resistant construction~ shall mean a room enclosed by not less than one hour rated walls and floor/ceiling assemblies, with metal or solid wood, non-rated doors with self-closing devices. DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 I I 9· / JURISDICTION: CITY OF CARLSBA.D PLAN CHECK NO: qf-oo 74-SET: :Jr. PROJECT ADDRESS: ___ ~z~z.=-.,.c?-,._,..O'--_~FA_R_A_D_~_y-'-__ A_V~c-.- PROJECT NAME: :rs :r: .s: PHi:tRM Ac £1.J T, cA L ~ ADDITION AND R.1:$ MOOE-l D D 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply 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 th~ encl~sed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is. for your information. U!lill 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. II!) The applicant '.s·· copy of the ~CH . PARTNERS'. check list has been sent to: 4?7.7·. 1jtEWRIPGt= AVE SD m Esgil staff did not advise the applicant contact person that lflJ1d plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------- Date c.ontacted: _________ Telephone # ________ _ D REMARKS: _____________________ _ By: DAVID '(AO Enclosures: -----------ES GIL CORPORATION Z/~ OGA ~AA ORN [fillDM JURISDICTION : __ ..;:;CA=--c.:.R~L_.S-=-_B._A_D ________ Date plans received by plan checker : ___ -z-f-/-~-=--- PLAN CHECK NO. : __ Cf....._/-_0 ___ 0_7 __ 4-______ Date p1an recheck completed: 3 / 6 By: __ -~D~A......,.1/~1-i>--'/i..,...,_f?._O~- PROJECT ADDREss: __ ..;:2::.:2=:....,£ ......... o.______._F_.A:.....:..:.R.:;.;A~Da.<.A_._.Y ___ """A::....:v__,E _____________ _ TO:_-.j....:H-C"-"tj ____ D,'"'"', ~~fr_, N.....i.-=ER ____ , __ s'-------------------- RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform . Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan-check is based on regulations enforced by the -Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance-with the cited codes and regulations. Per Sec. 303{c), of the Uniform Building Code, the_approval of the plans does not permit the violation of any state, county or city law. A. PLANS 0 0 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: 4=:.SGIL 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. 0 The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Ia ease ye1:1 eie Ret k:eep a eepy.. of tbe prior correction list we bere et>,closed-those-.pages-containing tbe §tj]] -out:standing-et>r~.tigns. Please contact me if you have any questions regarding these items. ~Please indicate here if any changes have Qbeen 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 <@ Ida JI <&~iJ>-s/4, I/ ' I +'):'.P X 6~12: bd bo---rh ~,'r:.Je p).pq .Se_ c.~,, 'l:: no-t,e ~t. / I cr>:3., d.-. (> t H-a r I Fmv,'Je ,adcf,,+,·C:1'1n t ?h p,--/,C\.,, ire I Form No. RPCS.41290 . I o'l..-1 __ A~. l sn,'{ f I . Cm·'12a{ ...Q., ... ,Ju s ,' ,o,~ V-Pn+,' .. " - ~- ) CA?? +,,,, ,· n a1 pi?(-, / rl :;s ' ., .I, •. -~ JURISDICTION: C-AR1..2B/<D ~ Ge:.f\l ERAL i:::-I\\ -c;l2 l'-'-1 ,J-z., RE\l ,~ t:;, I co /,,,1.f .,.. n.., I' 111 .AT\11N"S HAVE: l'br ~-1\1 Ykni11n1-7A_ ArM \/~e..~10N 1,c H \? NDT VAt,\D R6 l)F° I -I -Ci I • U6e vf:Q5\DN '? I \ A. ( ,. ..:-,; ..,, A q, I <S-nr.l S\-hn>J~ \/a~io tJ '2.,oH Sl.M ') :3 Id~ ~ < ~ IU-1 i.·r-'i LI S\.tr?WS Ra:1::>o "-1\l/ i:::---rr) \C\Ol-~, IS.~-S. R~V15E: -ro Sl-louJ \'1~0 E..Drilo--l --~tJ~'-f Nr..""\Yh, l, \\A l~Llt-1\N llA"\.., '6~ I tu l::e:£ ~\-Tb OL..-0 f'0a1"" I?\ t-,,j (' ~ , I "Pi -:V1r'2i" Z e,. ~A\ \.I E:WP€ Aecr\-i~S11rJ11J) 51 [,,,J iterc::..E-. -; C-v-'5 ~ "=> ~ t? ..-\ I .S ll.oub -nta. \ l\)~1f\l,WO LPD:::. \,ll Blff C..F..-ro ~Pref-~ 6\-tllLM~ } \7.., -C.Lttie.1 (-1..f, 6.i1J efAi_, YV'I ~ r,\-1 fl l\l\f fn ~ ~l-l'P,i::,:, V\·~-7-I\VH,I "-.1-Wlll_'G:, 1111,-. <,J Pf'L'-1 At t2 1<.F1~-\'?-(~i?,:, btr I' nP.O t hhR. ~ '7.n t:l u,-- . . Y,~ Dfm'\Pp0.:; Mt-f\VT1 ... \l\l/)\(..A1"P°.,.o.., 1-'iN - rnt\1 fl( '2trroo CD e..E..J Dr£.~ -k ~lDf:-\\'\eLH"At-JllAf.., f uh.JS Foie. tJ6AJ 6\\le,ttDJ R. co eR..11)of!... t¥ ?./2.0 /?Ji..tl-2.1 e A TJO I\A1., t<cDM~ A-QJ"A-f Pll. JT" ( f?;._iP t 1 {i3t,. 4v-/ j""\().) 4~Lo (cb A00 umc.. \ Oe>Z [(<.), -..ti. If', 1-r-f fJ f Oh2..L.6~~-o Rf::'"kir 110P~ /--hit.rt:. //1nJOr:-11J~~ 'r.>PRHJAf~ ~1 t:. \\JJl-?r. 1Rl!:f1 ~ S~ P-"2. C.\+ll" lL. i)j:::'.All\JA/ci,,;:- t'h rl.rv,R_ c_1 r-J11 ~ 111 ~J ia.,u1 Ph'IE:tvr (/1\Q, i1\\? IA'ID~ l\ffi f()(\r\-A.!-1, l-z..., {">A~ LI~ l.frLL.L:KATTDl'J""1 / f1 At,~ \.JiC.0~ NITt"" f(<_!)lJ\V0) ~~ I\IQ"TFn, L,t..l-nlJ I 111.ATlt "\ A? rY\~~, y)~ "'-)[ \rf\l Wt\ \ i;;,_t\.)(.a1r1 /)i::- DA'.EK: MA RC.H S , 1g q \ D GI.EM ADAKEX PLAN OIECJCER: IIJ GARY Alm. D----- L1 tJ't:;S J A-tu lO /JtJe. Gf'CO e&u r P Vl'1 e-ru:, ~1110 ,~lie. 1Nfu--r uiA0.6 AtJO Le~,rl Or-U tJ~ f.i'W(Y) W\e~ '1""D ~u1fvnt:N . . . . . T: " , ~ JURISDiCTION: Qa;c:ls bc._d PLAN CHECK .NUHBER: _____ 9::;......;_\-_7 ___ 4....__ ___ _ DATE: ~/ 4 / 9 l PAGE l / I I OvoLLIKWAOOJNER PLAN Qllil;l(ER: riJ C, ntA.C. k_ \A e)'.1 d C(\ h:t \ \ . D DARRELL 1'«:>RRISON I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 .SAN DIEGO, CA 92123 (619) 560-1468 DATE: / 2 ~ / JURISDICTION: CARLSBAD / PLAN CHECK NO: CZ I-0074-SET: 7 PROJECT ADDRES s : __ 2_2.___,;;P~o'-----'h_,_~-:..:..;RA~o=~-"-J.'C--<-A.._.v:....._.=c::.=----- D The plans transmitted herewith have been corrected where .necessary and substantially comply with the jurisdiction's building codes. D D 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. f[ij The. check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. lill T~e applicant's copy of the check list has been sent to: DA\/ I J) D6HBJ<0$·k I ( He J-1 PARrNERS) \JISWRiDcfE AVt= SQ . 92/Z .s 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: DA 1(/1) YAO Enclosures: _________ _ ESGIL CORPORATION l/17 0GA 00AA Im RN 0DM FLAN CBECK NO. __ Cj-'-"f:-...-_..;0;...::0a.-7,__4-_._ ___ _ JURISDICTION: --~Cd..A~R....,L=S=-B=-A-'-D'--___ _ ro:_...1..D,4.1..A_,__,,_V_..,.t,,....,D_-..... Pi~V ___ !vf _____ g ...... R~O ....... ~ ____ k_._._l_ VIEWRIDql= AVE CA CfZIZ-3 PROJECT DATA OCCUPAHCY: ______ B_-___ 2..-=---------- BUILDIHG USE: __ ....;;o'-'f'--f..__1'l_e~/ ___ /_01-=b __ _ TIPE OF CONS'.l'.RUCTIOH: __ ·-=:m::=--.... N ___________ _ ACTUAL AREA: ____ 2_.....7...,/_7 ___ 7 ______ _ ( U:, ~'j Toto I J:, T YPmodP I ) :i. 313 s-,:: -each flonr I ?-o(Jo >< 3 ~ 36000 Hult,·-s:+ar-f s:P k ALL™ABLE AREA: / "2.000 >< 2 X z._ = 4S1ooo S'l'ORIES: _____ -==2.=----------- HEIGB:r: __________________ _ SPRIHKLERS: ____ .\J_-e_S ________ _ ./ OCCUPANT LOAD: ______________ _ REMARKS: __________________ _ Date plans received by jurisdiction: _____ _ Date plans received by Esgil Corp.: ______ _ Date initial plan check completed: '~f/21 By: DAVlP YAo Applicant contact person: 1>AVID Tel. ___ ~~7---"J''--------'S_7 ..... J"--7).:;;__ ____ _ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the 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. Present California law mandates tpat 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 1988 UBC. The circled items listed need clarification, ·,,modification or change. All items must be satisfied before the plans will be in conformance with _the cited codes and· regulations. Per Sec. 303 (c); 1988 Uniform Building Code, the 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. NOTE: PAGE NUMBERS ARE HOT IH SEX2{JENCE AS PAGES HAVING NO ITillS NEEDING CORRECTIONS WERE DELETED. List No. 50, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1988 UBC) A. I- B. I· f ,. f. f. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: 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, and any original plan sets that may have been returned to you by the jurisdiction, 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 prepa:c:ation. 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 11not included" on the site plan or Title Sheet. Provide a Building Gode 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) qy Sho I ,, ,? "'r\ Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. 0 0 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 l2a,8 UBC, UMC and UPC and 1987 NEC. --- no f C. I 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. SITE PLAN Provide a fully dimensioned s-ite plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. ~ Provide a statement on the site plan stating: V "All property lines, easements and buildings, both existing and proposed, are shown 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 jus.tify increases in allowable area based on Section 506. Show on the site plan all proposed walls, 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. ..I.. • I . }'he, '"·"' Cl TT .s1+11e±r'em< '/ 2/15/90 2 f· (z. r· r· i A B-1 occupancy in the basement or first story of a building housing a group B, Division 2 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, limi,tation 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/B-2 is separated by a three-hour occupal).cy 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. 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 protected by a one and one-half-hour assembly. Section 503 (c) 2. Tables 43-A, B, C and Chapter 43. Structural members supporting an occupancy separation must have the same fire-resistive rating as the separation. Section 503 (b). . No openings are allowed in a four-hour fire- resistive occupancy separation wall. 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). A two-hour fire-resistive separation shall be not less than two-hour fire-resistive construction. Openings shall be protected by a one and one-half-hour assembly. Section 503 (c). (@ /?w11, de, · Cmn p lefe h-,ore ffoar ouc.'- 2/14/90 ste1lY-*'.:> o Iv ;;) A .,.. h"Y r· r· A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c). Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes shall not exceed sixteen square inches and further, shall not exceed one hundred square inches per one hundred square feet of wall, may be installed and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 4304 (e). 1do. Clarify that wiring within concealed spaces 7-complies with the Mechanical Code and UBC Section 4305 (e). 1/i. Ducts penetrating one or two-hour occupancy separation walls must have fire dampers. A fire door is required for three-hour separations. 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. Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. f4. 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 K. sales occupancies shall be separated from public areas by .a one-hour fire-resistive occupancy separation. Section 702 (b) • In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). In areas where the occupant load exceeds __ , two exits are required. See _______ _ Table 33-A. €v Rooms with more than 10 occupants may have~ 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). f ~ nl,f CtM of, I L,,J I+ h t· 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. Section 3311 {b), Section 3301 (b). 1/2. Where required exits enter an exit court (see r· ·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. f· ~ge in width in a exit court shall be- effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section-3311 (b). 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). Basements require two exits. Section 3303 (a). Total width of exits in feet shall be not less than total occ~pant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3303 (b) and the maxinium width required for any story shall be maintained. No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section-3303 (d) (See exceptions). 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 agrees when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304 (b). See doors ______ _ 2/14/90 Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3304(c) [Note that exit doors serving 10 or less occupants may·have a night latch, dead bolt, or security chain per Title 24, 2-3304 (c).) Exit doors from.assembly rooms with 50 or more occupants shall not be provided with a latch· or lock unless it is panic hardware. Section 3318. All doors and gates, within the exit path from an assembly room to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 33. Section 3304(1). 1?/4. Exit doors should be a minimum size of 3 feet / by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width ~s 4 feet. Section 3304 (f) and (g). 1f4~·The net dimension (clear width) at doorways { should be used in determining exit widths required by Section 3303 (b). Section 3304 (f). In consideration of door thicknesses, panic hardware, door swing, etc., the r,equired exit widths have not been furnished. See door Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each s~de of an exit door. Section 3304 (i). note 115.6 When a door landing serves an occupant load of 7-· 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (j). ~ Door landings shall have a length measured in V the direction of travel of not less than 44 1f. inches. Section 3304 (j). S+o.ir :t14-? Doors should not project more than 7 inches into the required cor~idor 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). 8 t . Handrails: / • Handrails are required on each side of 'Stairways. Stairways less than 4411 wide H. /. I or stairways serving one dwelling unit may have one handrail (if not open on both sides). Private stairways (1 tenant) need only have a handrail on one side if 3011 or less in height. Handrails shall be 3411 to 3811 above nosing of treads and be continuous. / Except for private stairways, at least one · rail shall extend 611 beyond top and b9ttom ,: risers. ·· · · -', }. All stairs shall terminating in a newel Section 3306(j). have handrails or safety post. 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 proj.ecting 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 (1). 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 (1). Buildings four or more stories in height shall have a stairway numbering system complying with Section 3306 (q). CORRIDORS Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305 (b). shov.l 5/10/90 1/0. When a corridor or exterior exit balcony is T' accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305 (f). Q Corridors serving 30 V have walls and or more occupants shall ceilings of one-hour construction except: (3~oJ f· f. I· ~- Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. Exterior sides of exterior exit balconies. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). ·Q Exit corridors shall not be interrupted by V intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be construec\ as intervening rooms.,o-h / Section 330_5~ Co~' oo r' l.lli1 <-\Jo.$ inf-~nt-'r??CI h ,o0ni, ll!.£1 R I zz ~e-hour fire-rated corri ors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306 (b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be . protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). 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. '156\ Duct penetrations of fire-rated corridor walls V and ceilings shall have fire dampers per Section 4306 (j). 3 ~ OS-{O.},(e) (jjj] 10 1f. One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706 (b). ~ Provide a complete architectural section of the CJ 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). ~ C;rridor walls may terminate at the ceiling V only if the ceiling is an ~lement of a one- hour fire-resistive floor or roof system. Section 3305 (g). Q When two exits are required, dead end corridors V and exit balconies are limited to 20 feet. Section 3305 (e). Q If a room with an exhaust fan has a door V 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. N. EXIT SIGNS ~ Exit signs are required since the occupant load V exceeds fifty. Show all required exit sign locations. Section 3314 (a). D Show two sources of power for the lamps at exit ~ signs. Section 3314(d). 1ls. Show that exits are lighted with at least a one r· foot candle at floor level. Section 3313 (a). ~ Show separate sources of power for V illumination. (Occupant load exceeds Section 3313 (b). exit 100) 1/7· The exit sign adequate. 1,ocations as shown are not O. ELEVATORS 1la •. Elevators shall be enclosed in a one-:hour shaft l' except in Type I and Type II F.R. construction where the elevator shall 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. 2/14/90 Elevator shafts extending through more than 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. Elevators in high rise buildings shall comply with Section 1807(b). 1/2 Every elevator lobby or entrance area shall be • provided with an approved smoke detector as required by S~ction 5103(b). 1/3. Revise the number hoistway enclosure 5103(a). of elevator cars per to comply with Section 11h. Provide clear inside / as required by U.B.C. Title 24 2-5103(d.l). elevator Section car dimensions 5103(d) 6 and a. At least one elevator in buildings 4 or more stories in height: 8011 by 5411 , with a 42-inch side slide door. Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. 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) ab.eve 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. Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. 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. P. GLASS AND GLAZING 9 Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B. Glazing, in the same wall plane as a door, must be safety glazing if within 1211 of the door and' less than 6011 above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. 11 Provide class standpipes per Section 3807. A firststory as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. S. FOUNDATION 2/4. 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. Q Specify on the foundation plan or structural V:::.:J specifications sheet the soil classification, the soils expansion. index and the design· bearing capacity of ·the foundation. Section 2905{c). 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 plans. (When required by the soil report). 291. The foundation plan does not comply with the following soil report recommendation(s) for this project _______________ _ ---------------------· 2J. Provide notes on the foundation plan listing 7v the soils report recommendations for foundation slab and building pad preparation. G The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior 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 report". Provide spread footing~ for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. 2/i. Show height of all foundation walls. 23. Chapter Show height of retained earth on all·foundation walls. Chapter 23. 2/14/90 0· Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. 211 •. Note on the plans that wood shall be 6 inches 7~ above finish grade. Section 2907(a). 2/5· Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). 'f· Dimension foundations per Table 29-A. Floors Thickness of Supported* Stemwall Width ----iz,, Depth Footing 6" 1 611 1211 2 811 1511 1811 2411 7" 3 1011 1811 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 1. For build~ngs adjacent to slopes steeper than ·3:1, note on the plans: "On 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 f· '/ 2/°· 2/1· 2,. 2/3. 2/. 2js. drainage device a minimum of 12 inches plus 2 percent." 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 (e). Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). Show size, embedment and location of hold down anchors on foundation plan. Section 2303(b) 4. 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, undisturbed soil. spacing and depth Table 29-A. 13 into 2f. ya. T. r- Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. Show minimum under·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. MASONRY Show veneer support and connections in Seismic Zones 3 and 4,.comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties ana #9 wire in horizontal joints. 2/o •. show height and construction details of all T~ masonry walls. Chapter 24. Q Show floor and roof connections to masonry Q 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. 2/· Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum ·211 air space and between planter and building walls. 2516.(c) 7. flashing Section U. FRAMING f· Provide complete structural details on the plans with cross referencing as needed to show the structural framing will 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. 2/14/90 17. On the cover sheet of the plans, specify any items 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 REMARKS Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. 24. ·Show wall bracing. Every exterior wood stud re 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), 2517. Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2~17 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). 14 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 ~bove the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)5. Show 1/211 minimum clearance between top plate of interior partitions and bottom chord of trusses. (To-ensure loading will be as designed). Show or note fire stops at the following locations per Section 2516 (f): a. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls.under the stairs are unfinished; and _ d. in openings around vents, pipes, ducts, chinn'l:eys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. In buildings having floors and roofs of wood frame construction, other than dwelling 9r 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. ~ection 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. /o,.+1\1v<: +a 2/14/90 l· ,2. f· f· 2~. if. f· 8 ?how stud size and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max. 10'; non-bearing: 2 x 4 max. 141 , 2 x 6 max. 20 1 • Table 25-R-3. 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. 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 1 wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (d). <;:~e be/ow Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. In Seismic Zones 3 and 4, the allowable shear values for drywall in Table 47-I must be reduced 50% for earthquake loading. This does not apply to wind loading. ¼-z.z.. ¾2_.z. %,., j 15 Show on the plans all s~ructural 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. 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 o~ -natur!il resistance to decay or treated wood is used. Section 2516 (c) 4. - Specify plywood grade and panel identification index. Table 25-S-1. 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 Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch Qr 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheatlling 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). 2/4. Ridges, hips, and valleys shall be at least one 1/t size larger than supported rafters. Section 2517 (h) 3. 2/3. ·In o~en beam construction, provide strap ties · across the beams at the ridge support. Section 2501 (b). V. MISCELLANEOUS 21L Parking garages shall have an unobstructed I · · headroom clearance of not less than 7 '-011 above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). Q Provide details of restrooms to show compliance V with Section 510 (b), regarding floors, walls and showers. 2f6, ·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", an:d only one restroom is provided, note the words in quotation above on the floor plan. Section 705 3/28/90 f· ,;.. r· iJ6· 21· w. G Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 3011 above grade or floor, and roofs used for other than service to the building have 4211 minimum height guardrail, through which a 611 sphere cannot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table 23-B. 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. Lateral bracing for suspended ceiling must be provided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both·directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. TITLE 24 HANDICAPPED ACCESS Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. 16 X. ENERGY CONSERVATION 285. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. 286. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. 287. Incorporate in the plans or specifications th~ attach!:ld "Title 24 Mandatory Requirements11 and the "Title 24 Construction Compliance Statement Requirements". Y. ADDITIONAL G Pl~se see additional corrections, or.remarks, on the following page. Q To speed up the recheck process, note on this V:::;J list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number,-calculation page, etc. Q 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 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 NO'IE: . The following provisions are contained in Title 24, Part 2, califomia Building Code, as adopted and enforced by the State Fire Marshall. They are provided here as a courtesy to assist designers in· developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. S-1. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six persons and in all other occupancies having an.occupant load of 30 or more shall be not less than one-hour fire-resistive construction. Section 3305(g)l. 3/28/90 S-2. Where exit signs are required by Section 3314(a), approved and listed internally, externally or self-illuminated low-level exit signs·complying with Section 3314 shall be required. The bottom of the sign shall be not less than 6 inches nor more than 8 inches above the floor level. For exit way doors, the sign shall be on the door with the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). S-3. Where exit signs are required by Section 3314(a), all exit_corridors shall be provided with continuous low-level exit path marking. Approved and listed internally or self- illuminated marking shall be installed at floor level or no higher than 8 inches above the floor level. Such marking shall be of a type which is perceptible to the sense of touch. Section 3314(f). S-4. Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. EXCEP:r.[OH: Buildings separated by continuous area separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. S-5. In educational occupancies, storage and janitor closets shall be of one-hour fire- resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). S-6. Section 1807 should be reviewed for all high- rise buildings. S-7. The exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. S-8. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequen~y of not more than 60 flashes per minute. Section 7204. 17 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 _______________ _ DAVID at Esgil Corporation. Thank you. Enclosures: 1. 2. 3. 3/28/90 '(AO 18' 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 10°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 termina~e all heating at 70°F or less; and 6. Be able to terminate all cooling. at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need pot 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·subs~ction (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 dampe·rs inte·rlocked 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. 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) E_ach area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting ~ithin 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 reaaily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in whi.ch the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that 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 lamp 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 builder shall 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 fa.cilities 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 110°F) Section 2-5314, Table 2-53G. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction CARl..S: BAD ------==--~----------- plan Check No . -----.fq-4--(--;:;;..o_o ....... z_4-.___ _ _,, References to section numbers with prefix 11211 are to Title 24, California Code of Regulations, Part 2 (California Building Code). Prefix 11311 is for Part 3 (California Electrical Code). Prefix 115'1 is for Part 5 {California Plumbing Code). Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT 0 HANDICAPPED PARKING SPA~ES .. 9 Provide 3 handicapped spaces. 1 2-1102(b) -i-1,e site p)cil'l. crny ..shDi.:,_ @ Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102{c) ( f· t· I f· Parking space shall be a minimum of 9 ft.xl8 ft. with adjacent marked 5 ft. loading zone. Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102{c). Maximum slope of parking surface in any direction .shall not ·exceed 1/411 per foot. 2-7102(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) Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in handicapped space(.s)·may be subject to tow-away. 2-7102(f) If covered parking is provided, then a reasonable portion of the total numb~r ·of stalls reserved for the, disabled shall also-be covered. 2-7102(a) .... Entrances to and vertical clearances within accessible levels of parking structures shall be 8 ft. 2 in. to any structural member, duct or pipe. · 2-7102{g) I CURB RAMPS a. Curb ramps shall be located wherever pedestrian path crosses. curb. (2- 7103(a)) b. Curb ramp shall be 4811 min. width (2- 7103{b))· with lllciXimum 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) ) f· d. If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) e. Surface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent f. Border markings shall be 1211 wide of l/411xl/411 grooves, 3/411-apart, located at top and sides. 2-7103(h) WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. 2-710l{a) b. Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325{c) c. Walk width shall be 4811 minimum, and shall have slip-resistant surfaces. 2-3325(a) d. The maximum cross slope shall not exceed 1/411 per foot. 2-3325{a)3 e. Gratings -possible. are not 2-3325{b) allowed whenever f. At each gate or door a 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 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 minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 3611 when the occupant load is 50 or less. 2- 3307(b.l) I f· d. The surface of ramps shall be slip- resistant. ·2-3307(g) e. A 6011 intermediate landing is required at maximum elevation change of 3011 and 7211 landing at each change of direction (over 30 degrees). 2-3307(d.l) f. Landings are required at top and-bottom of ramps. 2-3307(d.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.1) i, When· door -swings onto top landi~g, minimum depth of landing required is door width plus 4211 • 2-3307(d.l.) j. Top landing shall have 6011 min. width when door swings onto the landing, with 2411 on strike side of door at exterior ramp, or 1811 at interior ramp. 2-3307(d;l) k. ·Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15. 2- 3307(e.1) 1, Ramp handrails shall be continuous, located 3011-3411 in height above ramp surface, with 1211 extensions beyond top and bottom, and the ends returned. 2-3307(e.l) ·m. Handrails shall be 1-1/411 to 211 cross section, spaced minimum of 1-1/211 from wall, 2-3307(e,l) n. A 211 high curb or wheel guide rail centered 311 ± 111 above ramp surface is required on both sides where not otherwise bounded by walls wh~n the ramp exceeds 10 feet in length. 2-3307(h.1) SPECIAL ACCESS LIFTS . a. Lifts may be provided between levels, in lieu of elevator, when the vertical distance '.between landings, structural elevator, structural design and safegum;-ds 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) HAZARDS a. Provide 8011 headroom from walkway surface to any overhanging obstruction. 2-3326(b) b. Headroom of maintained for etc. 2-522(f) so•i minimum shall be walks, corridors, aisles, c. Protruding objects with leading edges between 2711 and 8011 above finished floor shall not protrude more than 411 into walks, corridors, etc. 2-522(f) d. Free standing objects mounted on posts between 2711 and 8011 above the floor may project a maximum of 1211 • 2-522(f) e. Abrupt changes in level exceeding 411 adjacent to walks, except between walks and adjacent streets or drives, shall be identified by 611 high warning curbs above walk surface. 2-3326(a) EN'IRANCKS AND CIRCULATION 0 EN'.l!RANCES, DOORS, VESTIBULES AND CORRIDORS J. All primary entrances to buildings shall r .be accessible to the handicapped. 2-330l(f) f· All required passage doors shall have 3211 . clear opening at 90 degrees (.3611 door). 2-3304(f) fo. 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 1 in 2, if more than 1/411• 3304(i.1) d".. Exterior level landing may slope up to r 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) / • 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) .@ f· P· 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) PUN CllECX NtMBER:. _ _...;..C/...;_'/_-_?_c/~· ----,--- To speed up the rech~ck process,note on this list addressed, i.e., plan sheet, specification, etc. the revised plans. · / Submit complete electrical plans and specifications. y. Submit plan showing location of all services. y. /- 0 Submit complete one-line diagram of service and feeders. Indicate the grounding system to be installed for building service. Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers. 0 . Indicate fuse symbols to show fault currents are limited to 101 000 amps on branch circuits, i.e. JJN, LCL. 0 If fuses are not used to limit fault · currents on branch circuits to 10 ,ooo amps, specify method to be used. 0 ,@ Submit plan showing location switchboards. of all Indicate dimension. of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). Submit plan showing location of all · transformers. ~ A~~ ~ Indicate the ( grounding system to be DATE: ;fe/21 D VOLLIE WAGGONER PUN CliECKF.R: ~RA.I HEAL D DARRELL ?t:>RRISON (or a copy) where each correction item has been Be sure to enclose the marked up list when you submit )i!f'-Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). _,})(:. Submit plan ·showing location of all panels. C,::,/>?P,t..fE'7'e:' 4-L<-- ~ Submit pane.l schedules. _J7..a..~_,1art.... S'c,.,,t"~v.C.G.$,... V /e ,Pa.,-,..1,el-£.: 1-IFE. f!F2.... LPC, L.Pc, LP/), ~PG ,..16"-Specify conduit and wi;e size:. -~,c ,,r::-• ' Y., Specify aluminum or copper conductors and type of insulation. ):8: Show approximate length of feeders. /· Specify electrode conductor size and type wire. (aluminum or copper) ~ Submit electrical load calculations ... V .;:'/2()Vt0:: ,,t.t),:.J) ..5':,,m 11-1 ""fe..'-J ;v.(. Indicate existing main service size. ~ Indicate existing main service load. @Indicate new additional loads. @ Indicate wiring method, i.e. EMT, metal flex. @ Shelf elcit. s igns--e~ettical 1-ight-ing--plan{-s) • As per Sec. 3313 and .. 3314 of the 1988 UBC, provide two sour~~ of power to exit sign~<ID..d.._.exit illumination. _;J-6· Provide receptacle(s) within 25 1 of the HVAC 4/C units. UMC Section 509. installed for~transformers. NEC 250-~ Z6(c). ·@ Provide multiple switch lighting controls ~S'/hw ,5'/ZG fi~ GE/1..Je/2.A--i'o,,,<?..,_ _ per CAC, Title ·24, 2-5319. @. P.Rt>r/1.ll~ ]}tr7,::J.ILS t:)F G"Let:..7"£rc4c.. /Zc-Ot.,, -..St-/Jw JJoo/2.S Ere.. Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at {619) ~560-1468. !hank you. CJ) PRoV/Oef° ,,::; /\/o 'T"t.i ON P£..A./.../.S · 7i-./A7" G/Z~orvn F4r./£--r -?a:o7"e-C-r/'or.J Sv..t';-t:.-tf .Sf-1,q~t.. f?F l½e,c,M?~-'~»c,,.r '"T'G".Sre.D 141-l~tU li,esr ,µST,=": .. t-eD 1'1,,vP A-w/Z-1 rre,,J /<cY--oa-,- ELECTRlCAL CORRECTIONS JURISDIC'IION: _ _.!,c{A,=i:R::,.i,l;,.._6...u.,B'"A~D~------ PUJ{ CIECJC, NUMBER: __ · _C\.....,I_-_J,__4.___.,T ____ _ 58=. C.1RL.LED-l1"'EM.S ii ~tNJ I MA°(tnr.l Aa.1" ()c:-rAIL A.c..Lt::~ To I 1-h/Al.. f'e:.R.. ~ ec... Ti o "'1 5oS. d. L.i,, .. I r 11,.J oi:=_,... l#;~i"f:. !)QA 11\.lACn:. ~M \lvAL I 1 ILll'T"h ~" 4i::"l.'\ln,J 61Zl, 4.H.oW "2.€.LE.rnR 1"6 e.a.£1'1€. .o,Sl..l.{A.f2uE:. ~, vf~ ~~cr,otJS lt:io\to.\ Ar-Jo. (d)tl.b\. I / ~ 1 rn.t,\11•l-'>110r.J A\IZ Dllrt~ / n~,, .. v-. 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'---" ... t.hl:ilm'\ 1'o JtJ 113 lA'PA-B\.~ t>F ~m1rJ~ rtioRI! ittAtl 1000 CFM (~vlt-Jlo LJ')c:-rus d. I ~' I ,J. / "· I ,i. I ref, / ,I. I ,,J, I ,t I (11~ ..___.. DAl'.E: <JAb\Uf\:R'i Z..4, 199 \ LJ GLEN AlW<EIC PUN CllECKD<: II§ CAAX A1rn. D--- . w rnl·m.rf" 01R-e:cr \=:v ,, --ro i=::x,e~ 10R . "i:-i:: t;EL."flo,-_\ \~ i4' Al-Jo fu.) ( 1F ~1t::-u 1)· f'~vtvE. O\::S\C.rJ or I'~-,--.. 1' 1" lr.r,J J f,,,, 't IM/..- \.~ll-A"\\ON ~'tiff"~ fa!. SEc..TION \166. t..,},\~vJ lDIV\f't..1ArJU::. ul1Ttt 5EL:flclfJ 1101,i) Iv~ "' ?01t.JT" oi= 0.6l..\-\A~ a:: i:::-.xHA\JS"f' 9-l'itl-"-:rv'\, .6HovJ. lomPLI ANd::: uJ ~ SE:LTlcrJ l'U>S fot o-J 62~ eo ND el\l6A Tl::. n 17 A-\ tJ Af ..,..e; ~ Ho\J Aff'i<c,J E. D Lb~ JCT"\ cN De1" Pr\ L f"o ,e.. P-A-reo frt<~~ i-1-ooo nuc:r .5>tAf=-,, Pi<n1.hr.:."' lAl..l.llLAT"IOl'J~ Fol<. <..,~11-Jr,. 1-l'HA-\.l~T . . . A.JO «iFti(.e: .. 0r A-1R "S-1~·rav,~, feol,oE. ..;fe:L,~1cA1ioru~ r'.o.€.. ll!i1'~6 1.\-ooo /,,.,WlfE:.~ATit·M~ "f\!.fe.,) cl<.. ~_nto,.J \ODJ, N\ VA, -l."'OW el.£'Li"R..IU\L \ l\l1d!.loC...I<-Or'. ex r½A-0~,.- AtJD rll A:tE ... v f' A\ I< S't~1tMS . £1-1-ovJ ,'5' L~M P~~ ?\::~rJ Cw ,n, 6 tFM r& rEl2!:orJ ()<JT~1 oe A11z 1 "~ 1,~L. <-Ee_.,..,,.,.,, f,..f)t::.. ,or:;. eos, C\oS of!... 100!5. .C,Un,. \ I,':>°' lFM Pei?. E::&-JPre.~ f!:t,,-AT ~-\ wR \,o UM fie.~ Sl}..ul'f~ H'.lCi'! A-r 1-t-4 W11tt ~~,~ -rA:\I.-PIP€ E»'f.Wq," Ot.1'EN610~,S} 11)~ MorfiotJ1n.-LbMw..ekrr"~. ~a: ~ A-1Tf'rC.~ ~ H"t:ei~, ~Llc::171 IYI -"7 Sl+h•d 4 t3o1 ~ e-2. -11.bT .6 HDu..1 l\l € a:01 r r1~r-.rr sot L.Lruc1P1, JURISDicrIOM: CARL6f?A D run::. __ :fJ~A::i,:tJ~IJµ;.A~f?.='1....._.2"""4;.ui~i°i ..... 9u.l __ _ . 0 GLEN ·J..D.WX PLAN aIECJC ?«JMBER:. ___ C\..,__\._-___,,7...:4_-=I..=-----PUJf OIEXXER: ~ GAA1 Alm. 0----- R AOornotJAL 5 Or· CF -1 A. PA'ltr. A _f-5 ,~ ,. Dates ·.Prepared by 1 M:ViD y1to PLAN CHECK NO, Jurisdiction_-C_A ......... R~L_S~B_A_P __ VALUATION AND PLAN CHECK FEE BUILDING ADDRESS 2 ~cP9 :f;A:R.4DAY AVE o Bldg. Dept. D Esgil APPLICANT/CONTACT J>AVt p PO HBko~t/ PHONE NO. · ~ ?f-i).f7> BUILDING OCCUPANCY B --<. DESIGNER PHONE ------ TYPE OF CONSTRUCTION 7IC-"f CONTRACTOR PHONE ____ _ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER '1, l: //,~ _.Lz.t /SS-0 Cf 20.£!?_ 3/'Z q 341!. nr~ D+ !:C.f>( 2.'11.J ~ODi') ..231.5 .S-3 I ";)_Z.1 ,1-<f q..E:- -VVf st - ... . Air Cdnditionin~ Commercial 2.5/3 @ 3 i£_ .. IJ{,"?>Z.,::1!_ Residentia,l (cl : Res. or Comm. Fire S"Orinklers @ Total Value 44tf1·ll·6k . B~ildirig Permit fee. $ ________________ ___,...._ __ /_~_-6 __ · /'--00 _·_ Plan Check Fee $ $ i 2.0C/ ~ --''----------------------'---------- COMMENTS'-:--------------------------- SHEET__j_OF __ f _ "' J2/87 ., . {/1 BUILDING PLANCHECK ENGINEERING CHECKLIST DATE: t'A ..J1-}:\J 0t I PLANCHECK No.9\-~C(),4,, i:E('ITEM COMPLETE 'l8t ITEM INCOMPLETE NEEDS YOUR ACTION (,'7 [L Q. (I' 1 2 S N T D 3 22£0 ~AOAD4~1 ITEM SELECTED R D A.P. N. 2.12 -Clol-'32.. C C C H H H E E E K K K I [2]00 PROJECT ID: ______________ _ LEGAL REQUIREMENTS Site Plan 1. cioo 2. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. Show on site plan: Finish floor elevations, pad to and and refoo 3. elevations, elevations of finish grade adjacent building, existing topographical lines, existing proposed slopes, driveway with percent (%) grade drainage patterns. Provide legal description and Assessors Parcel Number. ~DD Discretionary Approval Compliance 4. No Discretionary approvals were required. DOD 5. Project complies with all Engineering Conditions of Approval for Project No. ________ _ ODD 6. Project does not comply with the following Engineering Conditions of Approval for Project No. _________ _ Conditions complied with by: ________ Date: ___ _ r \IA CJDD Field Review 7. DOD 8. DOD DOD DOD FRMOOlO.DH Field review completed. No issues raised. Field review completed. The following issues or discrepancies with the site plan were found: A. B. c. site lacks adequate public improvements Existing drainage improvements not shown or in conflict with site plan. site is served by overhead power lines. REV. 11/27/90 ·, I DODD. DODE. ODD F. Grading is required to access site, create pad or provide for ultimate street improvement. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: ________________________ _ Dedication Requirements uZJDD 9. No dedication required. DOD 10. Dedication required. Please have a registered Civil Engineer or Land surveyor prepare the appropriate legal description together with an 8~" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: --------------- Dedication completed, Date _________ _ By: __ _ Improvement Requirements I (0 DD 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adj a cent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: ___ _ Improvement plans signed, Date: __________ by: ___ _ FRMOOlO.DH REV. 11/27/90 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the city Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: _____ _ By: __________ _ DD D 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). [ej' DD 14 • No grading required as determined by the information provided on the site plan. 0 D D 15. Grading Fermi t required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: _______ by: ____ _ Miscellaneous Permits cioD ODD ODD @DD ~DD FRM00l0.DH 16. 17. 18. 19. 20. Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: _____________________ _ Sewer Permit is not required. Sewer Permit is required. A sewer Permit is required concurrent with Building Fermi t issuance. The fee required is noted below in the fees section. Industrial Waste Permit is not required. REV. 11/27/90 ~~ODD 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: _________ By: ______________ _ Fees Required ON/A 27. Park-in-Lieu Fee Quadrant: ____ Fee per Unit: ______ _ Total Fees: __ 23. Traffic Impact Fee Fee Per Unit: IO Total Fee: 460,. / D N/A-24, {l N/A 2s. ~ 26. ~ 27. ON/Pr 2a. \~• ~.. 29. ---=------- Bridge and Th9F9ugh fare Fee ,, Fee Per Unit :/-"-~--'_,,J..._._f:_V_~ ______ Total Fee: __ --r_o_i __ Public Facilities Fee required. ,/ '- 0.40/H /,(.;, __ d,--- Facilities Manage ~Fee Zone: ~ Fee:~ Sewer Fees it No. SE.~ l ()ODS> EDU' s L. 2-~ Fee:f H-,N _ Sew/2~eral Required: _____________ _ ~----- REMARKS=~·--------------------- ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: s. ~CJ-fEDE Ll IR/4i=FIC. IMPA2r f=EE O'i=F:C:E _2.0A~T "{ ~l~l~ Fr2. -=- ICO)FT.,_ . FRMOOlO.DH DATE: 21 JAN~ I E.DU GF=FtCE \EDU ~"~~ \ein) c=t Q_, ) l • REV. 11/27/90 C ' ' I cu cu cu .., .., .., "' "' "' 0 0 0 ~1 ~ I >->->-.c .c .c i--;)N ,.,., ::...'II: 'II: 'II: '~ 1~ .:J. .., u u u ~<I) cu <I) rt "".c .c ~ '-u u 1~ C "' 0.. BOo ffbo PLANNING CHECKLlST Plan Check No. [3 11-ooJf'Add.ress ,2.;L8'CJ E~r.,,)u7 Av--L APN: ~-0b/-32 Planner 1/e<v, J R · -=-----'-Ph_o_n_e.;.._,..~'---3-8--.:1~16...;..1-=- (Name) Type of Project and Use __ f_T __________ _ Zone C..fr\ Facilities Management Zone _____ _ Legend 0 Item Complete (j) Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Enviromnental Review Required: YES DATE OF COMPLETION: NO/TYPE __ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ________________________ _ Discretionary Action Required: YES NO_LfuE __ _ APPROVAL/RESO. NO. __ _ DATE: -------PROJECT NO. ___ _ OTHER RELATED CASES: __________ _ Compliance with conditions· of approval? If not, state conditions which require action. Conditions of Approval ________________________ _ ~ D Coastal: YES NO ~DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ________________________ _ GYtJ D Landscape Plan Required: YES _ NO J See attached submittal requirements for landscape. plans ' "I ! Site Plan: -1. 2. 0Do 3. c1ci D 4. Zoning: DD Dµtt 1. DD DJVtf 2. DD D Al-1-3. "D 4. DD 0 r&M.r Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easen:ients, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. t/ Provide assessor's parcel number. v Setbacks: Front: Required Shown· Int .. Side: Required Shown Street Side: Required Shown Rear: Required Shown Lot coverage: Required Shown Height: Required Shown Parking: Spaces Required 9i Shown 12.. Guest Spaces Required Shown iv j),t> v-1 k b,e_q k. dov.J /\ ;£_]H'V cl,-,.. i~ ei<:. bc.e.~ l{ do_.) I\ r>,f-d ,'.f )-v'C/J,,Y e.C( c.~ ~rll./) ouJ lo ,..fe,+cr ,.,,,i....t, f!..e.r t<,_,I.\~ T z;, ~!!' OK TO ISSUE ___ -1---,µ~~-_,~..._ ________ DATE __ __;s~l--'-1+)_'1...:../ ____ _ r1 c: Data Entry PLNCK.FR1v1 2560 ORION WAY,. CARLSBAD, CA 92008 fttitp of <lCarlS'bab FIRE DEPARTMENT PAGE 1 OF_ TELEPHONE (619) 931-2121 APPROVED I DISAPPROVED PLAN CHECK REPORT PLAN CHECK# ~/-({''le-/ PROJECT le::)/) ...P+.-i~lt~\\lH-C..fUlk'.r\L.5 ADDRESS ~").:J/0 Fr1t!1-lL)ri-l -1v[ ARCHITECT !--It_; H JJr1;.,'1A.)f il:5 ADDRESS 4? 17 VtEu .Jf/tC\_if ..fur_ PHONE ")·p; .. 5 7 "',( · owNER /J, J1ntU Mc,r:ic_, ADDREss .:J:!y lOh-!1?1-11)1---1'-/ .--k_c_.PHONE · ~CCUPANCY ,b-c_' CONST. ~/-'//~tJ~ __ TOTALSQ.FT.c:27, ;77 dJ STORIES--;;)-_ --- ~[Ll~RINKLERED D TENANT IMP. ____ _,_/.....,,,::;,.:;.,,=5:;_-0~'1'------r@,__ ______________ _ I -\ _·_1. __ 2. .x :~ __ 5_ Ls. X __ 7. __ 8. _Lg_ 1-10. __i_ n. L12. _j_ 13. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS,. AND PERMITS Provide one copy of: floor plan(s); site plan; _sheets Provide tw(? site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are required for the installation of all fire protection systemsl~rs)stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: ,---, _ . . 1 ~1(utomatic fire sprinklers (Design Criteria: --<--li-""l.=:'.'>---'-r_,c::......c:C.==-_,_A""L'-')C--=-r-'-r_l_(:)==..7-::___ ___________ _ D Dry Chemical, Halon, CO2 (Location: ________________________ _ D J-tand .Pipes.(Type: ---,,,--.. --,-,--::---.-----;---=,---,------------------- ig FireAlarm(Type/Location: , •,,,, II. !Dotf .. ~ 'JlbT£/~f -"' --I Fire Extinguisher Requirements: 1 _ ~:vone 2A rated ABC extinguisher for each rct'.)Q'J sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of ___ to be located: D Other: __________________________________ _ Additional fire hydrant(s) shall be provided-----------~----------- EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit aAd doors------------,------------------------- EXIT signs (6" x ¾" letters) shall be placed over all required exilts and directional signs located as necessary to clearly indicate the location of exit doors. · GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Bujlding(s) not approved fo~ high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in r-acks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with·;Uniform Fire Code, Article 81. ' _j{_ 14. Additional Requirements. ----------------------------- Pltl tJS foK. <..!cJA7f?1we . ..._~5t-110Kl:-l)r-Tt--"'--r1uA.J .5--J:.__;;,[j r .( ,\_,,,_:· ..,..,) i:..--I ~ .__,_I (. {__)1(__,,, Ir,(__ _ --15. Comply with regu·I,ations on attached sh~et($). ·;' 1 I ( ./1: I .:' Plan Examiner---'-· ,__~_.,_, _,1~-.....,.__,_.c___-'--'-~---'-""'-----Date ____ ,___:i _ __,_/_J __ _ ' Report ma,iled to architect ___ /Met with -----------'-"---__ Attach to Plans I " ' DATE_.i....f....::;~__.c__q.,,_,__/ _ ENGR _ ___,W"-X.--N'--=---- burkett ~ &wong 9 PROJECT structurol & civil enqlneers F ~--7 x. I, 3 x I ? "' l ~ I e... P > f · fp== tJ .. f x. 1 x e; .. 7~-x 7s = 221-.rf~F. 1~ & C-t;:, NC,, F-G~-G I. vJ/o1,l, W-id-t...L. 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CARLSBAD, CA HCH Partners 4877 Viewridge Ave. San Diego, CA 92123 SHEET COVER JOB NO 4248 A \ ·-} '?\ 0 OATE __.f>G'---=:;-c_'------1/:__0 __ ENGR_---"W~I-J:...;._ __ _ PROJECT I~ burkett ~ &wong W, st,ucturcl & civil enQlneers !~ JI ~------~=----1-----a.__...__ __ _!__-.ll I 'l I. •II "' ,, __ _.....~ ,:--~~~~-© r.-------=-,;__ _____ _l;JI' ' • '•-r SHEET __ _:/_~_ JOB NO (f-Z... l/ ~ A r .. . . . . . · .... • .:!-. ..... DATE f,J,Q--V 2 0 ENGR WN PROJECT . l ~-i s burkett ~ &~ong • structural & civil engineers %zz. /J-port10N RL. l'2.. f1.F. L.L , l tm ( Red.-vt '-th I ~ ) Cl!,,tt. II -::. t~ :.\~3 l tf>7 ~ L== , to~.. . . t 'Z.. M::: T)(__ u zx t6..-s-:::. ~gt o' :# V ~ LL 'V--7·-t ~ t-~ 0 # ;.!"I"' ~ SHEET ____ _ JOB~O ~g,4 ...,. . ~/.'f. ~/'2 J.1R__=?teei 1 # Vtc= I 070 # ----------------------~-~--- DATE · tv.tJV 9,1 burkett ~ &wong W, SHEET __ ? __ _ ENGR v-rN JOB ~o 4-ZAP~ ,4 PROJECT . 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PROJECT ~qo burkett ~ "" I\) &wong structural & ls ts . r {\JG1N CA; l-+-Pr~ Ce>l, ~ &;Rt// LtN(!;-®B . {?., '-· ~-I I (p? 1::.-K I B-4' o-t t> civil engineers L-L.. I J-.t:JJJ- 4~tJ e-rA ~ ~~r: o--tf 'Z- iz, ~~ 'Jgptr~t ... .! ,,. - Ce-L @ 6R It? ,s .. z_ ~-3 r!>lf L11v&[)@ /2.l.. J"W "< t)-..,'$,~ ~---do Z,\. I 1 u \ t.;,"< t-"· /t)i,?1... z..,~ t?~1 . /7\ tt-7 ~ 1 ~ ~,ro_ Pn~ eel.. [ h: J ') p o...-U.--::: ~ r...p I< . SHEET 7 J~B NO 4':Z-4! A f)-e L DATE ____ _ .. ENGR ____ _ burkett ~ &w~ng • SHEET ___ _ JOB NO ~ ~ J: 4-: I (~1 PROJECT . l ;· { ~ structural & clvll engineers "f?xlS,ftf\fG, ec;t... Pz (7r; 'f}?4-x4-). ·c f::tl.... (2.tJlfr T, kr --:::: "2 &/ x 3 8 '==-iq · ri ~ F. Dv l-. · i.'2 ')Lq ~ ::: t z >< ~ ,,L-. , e >( q, H ::. i ex: "Z-4}( /\)-GW _M;r:/L 1\.,yGl Z t C (ZJG-;~ -ru Cli1-c_ trF-~ -:: ~r;-· . 4--rg -t) p._,,L ·7t?~Y I'~ o .. 6 k.. . ! :#; 0/ 6' ~--~' tff1l!1, ){_ () ; -o/-. l.f1. z. ...,·a.. 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C'ZAf @l?_ ,, ' •. t WYMAN January 4, 1991 TESTING LABORATORIES Nielsen Construction Company 3127 Jefferson Street San Diego, California 92138 ATTENTION: Mr. Clayton Craft Inspection Testing Quality Control WTL 90-348 Report No. 1 SUBJEC'r: Update Foundation Recommendations, Isis Pharrnaceuticalc:; Remodel, 2280 Faraday Avenue, Carlsbad, California. (Nielsen Job #2005) REFERENCES: 1) Soi ls compaction Report / Slab and Foundation Recommendations, Carlsbad Research Center, Lots 2 & 3, Tract 81-10, Carlsbad, Prepared by San Diego Soils Engineering Inc., dated August 13, 1984. 2) Foundation Investigation, Building A through F, Carlsbad Research Center, Lots 2 & 3, Tract 81-10, Prepared by San Diego soi ls Engineering Inc., dated March 26, 1984. 3) As.-Graded Geotechnical Report, Rough Grading Completed Carlsbad Research Center, Phase I, Prepared by San Diego Soils Engineering Inc., dated April 21, 1982. Dear Gentlemen: In accordance with your request, this letter has been prepared to present updated foundation recommendations for the remodeling of the subject site. PROJECT DESCRIPTION ·rt is our-understanding that the proposed remodeling wi 11 consist of the construction of a mezzanine in the southwest corner of the ·existing· structure. These improvements will consist of the construction of bearing and non-bearing interior walls. Conventional shallow foundations are proposed. No grading will be performed in conjunction with the improvements. 13230 Evening Creek Dr. S., Suite 218 • San Diego, California 92128 • (619) 486-0354 . (l /J f/-&CJ;Jf/ W'IlL 90-348 Janµary 4, 1991 Page 2 SITE DESCRIPTION The subject site is located at 2280 Faraday Avenue in the City of Carlsbad, California •. The near flat-lying site was developed in 1984 as part of the project known as Carlsbad Research Center, Lots 2 & 3, Tract 81-10. The existing single-story structure consists of a concrete tilt-up structure with shallow foundations and concrete slab-on-grade. SOIL DESCRIPTION As exposed in a shallow test pit located in an area which had been removed for a proposed continuous footing, the site is underlain by compacted fill material consisting of light gray, medium dense, humid, silty clayey sand and silty sand. An expansion index test was performed on a representative sample of these soils. The test results are presented on Plate Number 4 and indicate a moderate expansive foundation soil condition. CONCLUSIONS AND RECOJ!ffl.ENDATIONS GENERAL No geotechnical pit which would The prevailing potential and considerations • . fOUNDATIONS conditions were encountered in our exploritory preclude site improvement as presently proposed. soils were found to have a moderate expansion will not warrent any special foundation GENERAL: Shallow foundations may be utilized for the support of the proposed improvements. The footings should have a minimum depth of 18 inches below lowest adjacent finish grade. A minimum width of 12 inches and 24 inches is recommended for continuous and isolated footings, respectively. A bearing capacity of 2000 psf may be assumed for said footings. This bearing capacity may be increased by one-third when considering wind and/or seismic forces. REINFORCEMENT: Continuous footings should be reinforced with a minimum of two No. 4 reinforcing bars, one located near the top of· the footing and one near the bottom. PREWATERING: Soils exposed in the footings should not be allowed to dry. It is recommended that the soils be presoaked if necessary to maintain a moisture content of approximately 5% over optimum moisture content. Sprinkling of the footings may be necessary to rnairitain this moist~re condition orice it has been . attain~d. FOUNDATION OllSHRVATIONS: We recommend that all foundation excavations be observed by a representative of our office to verify proper excavation depths and soil conditions. -., ·-... . .. • ' ... . -. WTL 90-348 January 4, 1991 Page 3 SETTLEMENT CHARACTERISTICS: Anticipated settlements of individual or continuous foundations for the proposed improvements may be considered within tolerable limits provided the recommendations presented in this report are followed. It should be recognized that minor hairline cracks normally occur in foundations due to shrinkage during curing or redistribution of stresses and some cracks may be anticipated. such cracks are not necessarily an indication of excessive vertical movement. LIMITATIONS The recommendations and opinions expressed in this report are based on the soil conditions encountered in the subsurface exploration-pit, the review of the referenced reports, and the assumption that the soil conditions do not deviate appreciably from those encountered. The sample taken and used for testing and the observations made _are b~lieved representative of the project; however, soil and geologic conditions can vary significantly between intermediate and unexplored areas. Conditions revealed by excavation may be in 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. If you should have any questions after reviewing this letter, please do not hesitate to contact our office. This opportunitj to be of professional service is sincerely appreciated. Respectfully submitted, WYMAN TESTING LABORATORY a L 2/a!c= ______ _ Ronald s. Halbert, R.C.E. #42204 RSH:jly cc: (4) Submitted (4) HCH Partners (1) Union Pacific ,.. '~ •: .• ~ •, t : ,...-'-.;; I ~ .... :, ,, -.......... ----•, --r-;-- ' ' r-" • ,;/ ->· ..... :~ " • • >" I '.o~ ' ••I• .' ··. 'I 'I' ' ~' f • I~ : 1 .. > ,, . ',i ·. ! ~. . I' ,. ! l ' ' • ' I :: .... . ! 1':,(1 ~ . · .1.-rf . ~ I,' I .·'·. . . ' ,,,1j I,• 1,'1 I, : L ?,•ii' I . '.:1 : '! ~ ,;1' 1 q . • ll - I , • ~x m AF?.!:. l+(DRAI--\T -_..,.,:_--i.-- !_/·' ~ .1.u=====:,, 'ij-,n ________ :,,,__.....,.,.--- • • ,It, · TESTING BY: RSH DATE: 1-7.:.91 . . :. -:./. LABORATORY . J '·;:k WYMAN ISIS PHARMACEUTICALS ' .. , ···· :'. Englneerlng•lnapectlon•Testlng JOB NO. 90-348 PLATE NO.: 1 ,·, -~~~~-:--_,;;;;;;;;;;_,...;;;.;.~~.;.:.;;:!;,;~.,;..;.;;;.:.;;.;:_ _____ _L _ _..:,_..:,....:....:.._::.:::.:.;::...:.=.:.,;. _ _J ... ,,,:.. . ( '. .. ::: .. ·. ·-.:·: .. ·.···· :, SUBSURFACE EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL· DESCRIPTION GROUP SYMBOL I, COARSE GRAINED, more than half of material is larger than No. 200 sieve s1ze. GRAVELS CLEAN GRAVELS GW More than half of coarse fraction is larger than No. 4 GP sieve size but smaller than 311 • GRAVELS WITH FINES GM (Appreciable amount of fines) GC SANDS CLEAN SANDS SW SP ~than half of coarse fraction is ·smaller than No. 4 sieve size. SANDS WITH FINES SM (Appreciable amount of fines) SC II.-FINE GRAINED, more than half of material is smaller than·No. 200 sieve s1ze. SILTS AND CLAYS Liquid Limit less than 50 SILTS AND CLAYS Liquid Limit greater than 50 ML CL OL MH CH OH HIGHLY ORGANIC SOILS PT TYPICAL NAMES .. Well graded gravels, gravel- sand mixtures, little or no fines. Poorly .graded gravels, gravel sand mixtures, little or no fines. Silty gravels, poorly graded gravel-sand-silt mixtures. Clayey gravels, poorly graded gravel-sand, clay mixtures. Well graded sand, gravelly sands, little or no fines. Poorly graded sands, gravelly sands, little or no fines. Silty sands, poorly graded sand and silty mixtures. Clayey sands, poorly graded sand and clay mixtures. Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plas-ticity. Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. Organic silts and organic silty clays or low plasticity. Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts.· Inorganic clays of high plasticity, fat clays. Organic clays of medium to high plasticity •. Peat and other highly organic soils. _y -Water level at time of excavation or as indicated CK -Undisturbed chunk sample · BG -Bulk sample us -Undisturbed, driven ring sample or tube sample WYMAN .TESTING LABORATORY Englnoorlng • lnopocllon • Toallng SP -Standard penetration sample ISIS PHARMACEUTICALS BY: RSH DATE: :_.J.-7-91 JOB NO. 90-348 ·PLATE NO. 2 -z ~ w 0 >-'>---TRENCH NUMBER 1 t-0 >-t-~ z Q. IIJ t-I-. I-z z -w -w 0 >-< a: z U) a: > .. .... w ::, w w (/) t-I--~ t-z ::, --.J a: t-a: z LI.I -.t-z I-0 w ELEVATION U) -:i: 0 u. <C Cf) <C LI.I Q 0 U) IIJ < < t- _, Cl) Q. -0. u, Q _g. t-.J 0. Q, Q, C/) 0.. 0 0.. 0 IIJ :::E II) :E E a: >-z :e UI < < :::E a: "' -a: 0 0 a: 0 0 0 (/) _, 0 Q 0 0 0 DESCRIPTION ' -411 CONCRE'l'E SLAB - . o.s-SM BROWN, SIL'l'Y SAND HUMID LOOSE/ -MED.DENSE -- 1.C SC/ LIGHT BROWN, SILTY CLAYEY HUMID MED.DENSE -SM SAND - l.~ -BG CK - 2. l -130'.rTOM OF HOLE AT 2411 - I -- -- ------------------------ -- -- ------- -- ' k WYMAN .SUBSURFACE EXPLORATION LOG TESTING LOGGED BY: RSH DATE LOGGED: 12_19_90 LABORATORY JOB NUMBE'R: 90-348 PLATE NO. 3 Englnoerlng • Inspection • Testing . , .... ·.·, •. ;·, ... ·, • I' .• ' •• 1' · .. · .... : .. ; '\. '· '~ > •• • .. ' ' ' EXPANSION 'l'ES'l' HESUL'J'.8 SAMPLE CONTINUOUS FOOTING AT D.8 o::NJl'l'lf.N REMOLD INITIAL M.C. (%) 15.2 JNrrIAL I:l!N3rlY (p:::f:) 112 .·9 FJN\L M.C. (%) . ID.t-11\I.i SJ.RESS(r;sf) 144. 7, l~lN310'1 JN:0{ 50 \ I " ' . ' ., .. .. I ., , . • I k WYMAN ·TqIS PHARMACEUTICALS REMODEL TESTING BY: RSH DATE: 1-7-91 LABORATORY Engineering• lnflpecllon • T1111Ung JOB NO. 90-348 PLATE NO. 4 '' '• :'I, I ,, • • ,:,:,.' • ,: .::,:l,• • :,• ~I~::,'!'~::;~ I •' ·:. • •' :, ,,• ~ • '~ .._•. '•, • \ ,•, ·,,:: • • .~ • ,.•~ L • •' I' ·.· :.·"'·=·· .. --1----0A-----· ---..--:-----~ ------.f!&i?_(MU/f:-. 91-0_()_7-_f::_ ___ _ ----i---------CdLL) ____ _ d/~-~t:£: sht,,ft_.7'---21: 0-f:----- __ __._ _ _,_-/h~~L -------- __ ___,j_ ________________ -_......... J .r .· Certificate of Compiiance (Part 1 ot 2) · · M~r,al Dttlmler, . ThiJ ~posed building w1• bit In substantlal .. : complianct with tho California Building Energy ElfleitWtcy Standards , . . ~ldad It Is built ac:c:ording IO !ht pl11ns 11nd 1pecllie11tlons and provided :-· ~19 improvements aN) completed according IO tho ruquwements · IMllcatltd on this Cortl~t8 of Complltlll'IOIJ. Too plani and 11pecilicallons 1111\fo boon propatod to lnelud8 an significant onorgy conservation toaturos . tGquimd lor comptial'IC8 With tho Standards, Building arons that nro unconditioned nnd'or noi 11ubfoct to tho .standards nm lndicntod on tho plnns. ~a~H,Bo Company 1. Xodress dal8 . .. . el~iStato/z,p · · . fa,pfiOl'lo .~ ~~-, TM eni,rgy conservation M~tUrH iiid perfdnnar1c& 1 1peciliealions indicated on this docUftll,ht and on tho plans and ..., 1-1 11pecilieations shall apply to lullim .. atteratlcil'ls, . tJnles~ con,plillf1C8 is ·· . deitlonstmted anew and a MW Cf!rtlncatu of ~rt1pt111nco l11 submitted. A · t0PY of this Certllicate will be retained and t111nt1mittf!d to tuturo tenants, subS9qUOn1_ ownm or others with respont11blllly klr making improvements ot n,odlficattOM to the building, If thla certllicrue ts lost, a nm¥ Certificate may bO ruquimd befom a pemilt 19 lswed tor alhmitionil, Unconditioned illmss ant indicated on the plans and, if these areas are conditioned in tho ftlftlte, they must be mado to comply with lhD 1ppllcable energy standards · · · thl!n In effect. ,. ' : .. ' ~~aturo ''.:,:: ~n.me71'Rlo ,-., ~. i. C;inpany ,'ti· ' ·:·'~~a ':·;::,_ e,~~ialol2ip ,·,, oa,e : · · :'' tt'l#oteifnent AOlinc~. 1'he ~po!iod l:IUltd~~. litiH fulllrt alierations will • , comply With the California Budding Energy Effieil!lncy Standard!J, provided future allaratloM met,t lh9 requirements Indicated on this Certificate and aH apj>lica_ble mandatory measures, as long ns the building occupancy typo rema,ns unchanged. · _ Signature . Date Performance Requirements CF-1 B ,..,....ce,:-=::t:=::r=:r, ----·-.. -"'==:t For Enforcoment Agency Uso Only ffiiifcirigl'emiifNi.iinbii-r ----. ----· -···-·· -··- Plan checked l3y Fro@ CfleckEia Sy -,,._,. __ [)ai(j'"-· App;ovea nv-·-. -·---· ·---··· · _ , · ·• · · Dato··-·· Enlll'g)' An1ly1L Tho enmgy porfomlante analysis summarized below was performed ui;ing an approved CEC calculation method, with CEC approved lh<ed ond roslricted engineering inputs for tho applicable climate zone and occupancy typo, and using an appropriate represont11tion of building zoning and ptwslcal configuration. All significant energy µ~ooon-.oosuppomont ,9p~-ro I t> 11A ef).-;2-t c/!!..'o . . ... --·· Namo 1 ~IC-IL -f· ~A-7'c--:S""'-_ Company9bt't, T/~-~~JOE,, ~--ZO~ Adcioss ~ · 0 f €Z.--c.> C /1 q-z/ Z<:e:, Telephone General Reli!roneo Unconditioned or Mulli-ienant &hell? • • • ,Jo. 2 CEC OctUpm'lcy Type , , , , ___ ~~-- 3 UBC 0cc. Group/Division • • • -~1-:: 4 5 6 7 8 9 Climate :lone • • • • • , , • __ ___ Conditlont,d r:loo; ~Ii • • • • __ _ Uncondillon@d Flo6t A~a , • •• __ _ Bud!'jet Tablo (ft. Standards) • _.____,__ All. Enoi'gy Budg~t (WS-1A) , ._ __ _ Cale.Method CEC Codo/batb_,_. __ 10 Muitlplier • • . • • , • • • • • .u---_ 11 Caleolal8d EMri'JY lJsa • • • ~-- Envelope Requirements 12 Averaga Rool/Celling Ar • , • __ _ 13 Averago E1tl9rior Floor Rt 1 •• __ ._.,_ ____ _ 14 AveragaOpa~uoWallFit •• , __ _ 15 Glotlng ArM 1ri Wall • • , •• __ _ 16 Average ic (Waff glazing) • • ~-- 17. Glazing Aron In Roof • • • • •.. __ _ 18 Averette SC (Rabi gla!lng) • • __ _ Lighting Requlrin'ltl'III 19 Allowed Whole Building Ll'D • __ _ .gf .. ~ • sf V73'fL 4'8 . kBtulsl-yr :f; JM.... . kBtulsf-yr h-F-sl/BIU watts/sf 20 Allowed Common Areas LPO , ___ _ __ watts/st 21 AllowedTl)nantSpaceLPD. ,. _____ _ 22 Package Lighring Reduction • __ _ watts/sf watts/sf (VIN) 23 lighting Controls Required? , ._. __ Mechanical Requirement• 24 System Typo • • • • • ._ , 12,a,f:Jof H:l1,o.."[ __ Jut:1P __ 25 Unit Fan Power • , , • • • , ___ ...42.... watts/&fil!I $<P fl. 26 Ratod Cooling Ellicklncy, ; , -··· ............... 4. £.'EEi!-(unit,;) 27 Rntod Cooling Copacity ••• ---·-·-_. J(!,b 1'-'lr3'11:1p1'1un1tr.) 28 Ratod Hoating Efficiency, •• ---·-· • --~---~of'.'. (11nil!i) 29 Rated Heating Capacity •• ,__ J.~---1'11$f!!jl}f(units) 30 Economltor cooling? • • • , ___ _J:L.. (YIN) 31 CF-1X Attached'? • • • • , •• , ·-·-· N... (VIN) Pago_c,f __ ,,v".,,.,.,,,,,. ,~,· -., • -• ~• "''H'--' • •• _.._..,a_, • 1, • " .,. I • • •" ~ • Performance Compliance CF-1 B For Enlore8ment Agency Use Only Nott, Moro than one Part 2 May b9 eutlmlfttld, but Ill must mlerunee the same Part 1. Tho person reaponsl~lo for design compliance lot each m11tor building system acknowledges !ho following compliance statement by signing the appropriate space below. Cofflpll11nc• Statement. TM propo8ftd bulldlng lmtwovemtmts substantially comply wllh tho tetioiremlinls lndleatad ()n the Certlhcate of Complianeo for Ihm bUildl"9, dated, ·~a; ;r( I,,. ihe plans and spodlicat,ons include tho signllicant,energy conservation features and the complianC8 documentation 19 eonsisfflnt w e p ani and 11pecificalions. envelope AIIGMCI 1 Averago Roof/Celling f:11 , , ........,_..., 2 Awrago £xterlor Floor R1 • .___...., :, Avemgo Opllqu# Waft Rt • .,_.......,..,. 4 Glazln(j ArM In Wall , • , ,, __ _ 5 Avetago Sb (Waif). • , , • _ ............. 6 Glazing AN!a In Roof 1 • , ~-- 7 Aimrago SC (Rool) , • , • __ _ Other tequiromenm: l!»ropoaed 15".'JO '5) ZSl l)." l.Sl. 6.. ~- h-F-sf/8tu h-F-sf/Btu h-,F-sl/Btu sf sl l:xtont ol lmprovemenlS S,gnarure . rr;, .. -·=;--:--- Compa"" r::::::n l ;;;r tT t T .....,.. ~ Mc1m,;:; • = -_, . c,ty7stat8"'·" -1---z=~---·:r=:::: ""Te~,o~ph..,..o~n-.,,e .... ..., _____ w .... ,m _____ • .,..C'a....,.cl.""l-,c-en""''s=e ...,No-===·=-::=·-:;;.;:--;.:;.-.:..::·-~ F:nloroement Agency Oaie' ., ( ':• _,.., __________________________ ......, _________________ _ ·., .; '( lighting 9 Bosfs of Allowed ll'O • • • ~6 ~11'2-I CA-L l:xtent ol lmprove~onts . ~ LPD • , , • , i , , • • ,_____ wattstsl 10 Packago Lighting Roductlon,___ watts/sf 11 Adjusted LPO • , , , • , .______ ____ watt!l/sl f2 lighting Conltol CWldits? •• , • 1 , , ,___ (YIN) Otm1r requlr9mon1S: Mechanlct:tl Allowed 13 Unit Fan Powe;, • , , .. _ ....... _ 14 Ralt!d Cooling £ffick!riey • , __ ._. 15 Rated Cl)()tlng Capnelty •• _......,._ 16 l=l11tod Honting Efircl(iney • ._.....__, 17 Rated Hontlhg Cap!Welty • , ____ ....,, __ 18 l:conomi1or colllino? ••• __ 19 Simultanoou~ h6nt/et,ol? •• ___ _ Other roqulremonts: iSrapbMd ~ watts/cfrn . ~ ee. (Z. (units) . /{) 8. . Ml1fv//l&unl1s) 3 C.-0 P (units) . /D8. , m~units) j.J (VIN) __bJ__ (VIN) Plans cfatoo Signature Namoltnlo Company Addmss clty/Staie12,p Telepfilile Enforcement Agency Specs &ited · Date Cal, License No. Date l:xtent oi lmP1:(!vements . . ' tnlorceme~t Agency. Pogo-·· ot __ Mandatory Measures Checklist Mf .. 1 For Entoroemont Agen<::-f Use Only Plan Checked By This Chockilst It appllcable to bolh First and Second Generation Nonresidential Standards Complianco. E:nvelope Mea~ures Referonoe In Conslrudion Doeumoots f I Certifiod Insulation materials por 2-S~1 f (aj 1 , , • • • • __ _ t l Insulation lnstnhod to moot ilame tpmdd lind AITloke density requirements of 2-5311(b) •• , , , •••• , ;, __ _ t I Urea formaldehydi> foam ln!!ulalion it lnttalled per 2-53M(c) • , , , •••• , , , • , • 1 •••• ,, __ _ I J Retrofit insulation sr,oclli~ M pet 2-5M 3 , • • • • • , __ _ ( J Air infilttallon is mlnltnltetl by· speelliet1ti0n of tostod manutacturod doors and Windows, proper sealing nnd caulking ol toinl!I and oponin11s In o,ctotior walls, nnd woathorstnpping ns per Sm:hon 2-5317 , • , • , , __ _ Lighting System Measures I J Cortifiod lummait~lballasts pot 2-5~14{bl , • , •••• __ _ t l tnder,ondont eonfrol w/ onclo1;ed arao i;or 2-sg1~a).. • __ _ .. -...,, i I Manual !lwitdtlng l'fllldlly aceO!lslble tll!lr 2-S:H{)(b) • . • ..__ __ ·-·-~, ( I Reduction of fighting toad to at k!l$1 dll(J h~tt ji8t 2-5319(c6 Ooc:ut,aney sensorn or progninlmable tlmem ·~ •, J, •'t••• ') '• ,, ' J meeting EC criteria n'ltiy tubsti!Uto • , , , , • • • • • __ _ ( I Separate 11wttchiri!) of dayllt oroM f'll!t 2-53 Htld) • . ,. __ _ I I Separate !lwitetllng di d~p/ay and val~haJ lighting in rotail and wholesale ttores por 2-5319(h) • • • • • , ,..., __ ( J Automiitlc conttol of dmpf,: l~hting lrt tointl nnd wholesale stores pot -5 19(h) • • , • • • , • • • __ _ I I 'tandem wiring of one-and throe-lamp luminAltos per 2-5319(i), , , 1 , 1 , , , , , I , , ·, , , , , , ,. __ _ Daylighting and Lumen Maintenance Controls (when applieable) t J Unifmmly flluminatfori Hlduetlon to one-hall per 2-5319(e)1 • , • , , • • • • , • • , • • •• ( J Flicker free op8f8tion and M pmmatum lamp failure per 2-S319(e)2 , , • • • • • • , • , , • 1 • • • • I I Timo ~lnys to ptovont undosirablt, eycllttg por 2-5:l 19(n)3 • • • , • • • • , • • • , • , • • • • ·-··--·-. I I Slop switching dovicos with !\oparniion botwcon on/oll settings por 2-5319(0)4 •• , •••••• bx _ ·: .. Ut.:.el -~---=~------· - :" \,:, EEM Form RoviSod ~ieinbot 1988 . .~ '~~ I ' I I Photoeoll nonsol'!I with a diffusing t:over and no opaque cover per 2-5319(8)5 •••• 1 , •.• ; • I l Manulacturtir'a lnstrtJction!l provided for Installation and calibration per 2-5319(0)6 • , , ••••• , • I I Prop~r l~stalla~~~ t>f c(!ntro!s induding wnsor location, cort11ication of rn11ial calibration and control of luminaires Reference 1n Construction Documentc; only within daylit area per 2-5319(8}8 , , , ••••• , __ _ [ J Visiblo or audible mallunctlon alarms per 2-5319(9) • • • __ _ Occupancy Sensing Devices (when applicable) I I Visible or audible malfunction alarms per 2-5319(g): ( I Limits on emi!lsions por exceptioni; to 2-53l9(e) •••• HVAC and Plumbing System Measures [ I Piping lnsulatod ai;required by 2-5312 , , , , . • • • 'P.t-I { J Certiflotl HVAC eqt.Jlpmont per 2-5314(0) , •.••••• M ~ / { I Certified plumbing tiqulpment per 2-5314(a) , , , • • • P,' I ( I Heatinjj and cooling equipment offleiency per 2·5314(b) • ~L ( I Pilotless ignition of gas applian~r; per 2-5314(c) , . • . __ bl.6._ ( I Automa~ceontroisforofl-noul'!lr>')r2-53l5(a)1 .•••• H-{c. I I Thermoslauet j;olrlttequirements per 2·5315(a) , ·, , • M-L "'!-& I J Seque~tlal COl'ltrol of hMtlrlg and eoohng per 2-53l5(a}3 M-1 1 M-(.p I J Automatic exhaui:t Ian damr,ors ~r 2-S316(b) ••••• ~- I I Thormo!ltat t:bnttols for Meluone por 2·531 S(b) • • • , t11 1 (Y) l,q I J Ventilation provided pet 2-5316 and_ 2-5343 • , • , , , t::'\-\ I I Ventilation and recirculation nlr q,a.rttity ... A \ intonnolion provided per 1403(b)3; , , , • , , •• , ,-,- ( I Heatom for domestic hot water and'ot po'ols per 2-5318 . _.Jf.A_ 0 ··--·-}_H _______ ----·· 0 0 PagH ___ .. ol . ' ·-_, -. f J .. Energy Budgets Worksheet '.. . ' '• ws .. 1A For Enforcomont Agency Uso Only . ~~~~_EJ.,,.S ~~·=;,~,!}~ J ntabon u r/ ,rm 011ie ...., ...... -··r..::i· ..... ----------· ----·--·------------------------ I 14• , -~/., .. '::,,,1 ' ~ ' §ummary Data ' ~rid ~tillol'I 9ti~iirtfi bceupin~ ty,;i, L} &'o"? t Cttnditioned Flb(jf' Ma,, •• • •• , • 1 , , • .• •• • • _ •• , ••••••••••••••••••• , •• ___ sf i tob.11 Allowed En~!JY U11a (MMl3tu tirti Blu • 1b6J , , , . , , • • • • . . • • • . • . . • . • • • . • • : '-/ r;;q, I 7 MMBtttlyr ~-f:netgy eudg~t (Um 211100<> / Lin~ i) (kt3iu II Bh.lJt to:3J , ; • • • • • • • • • • • • • • • • • • • , • • 5 e, . kBtvtyr-sf · : Fttil Oen1,11tlo11 9titidlrcii Muprtnc~ Tyf,ftl . · , . l tondidonlMI Ftt>Ot Amn , • 1 i , • J i i t • e , 4 • •• • • • , , , , , • • , , , , • • , , , , • , , ---SI , S total Affowod EMrgy Usl'!· (MMetu ~rd Biil ~ i06) , , • , •. , • , .••••. , •.•. , , • . . • • · .. MMBtutyr ·. ·. I · Enorgy Budget (U!Mi !U 1000/ Urie tlj ~tttu ,d31t.i i to3J. • , • , • , •.••••• , ••••• , , • , • . . ._ kBtu/yr-sf ' SE?eohd Generatibh Nohfe§ldijtitiAI Standards t o E F G 1-1 J K L ' tcindi~bhod Cdnd. Cond. 1 " hlinri Adlu!!lrtient ., Adjusted AlioWod beeupancy Flool'Ama .. t>1Jtimeloi' Aroa to EMtgy Allowed (1-1-I) Energy Ener8y ~crlption/ ,' ~er. total i:ltit · by Petim. Budget LPD Pkg.A Budget (K x )I Typo Floor# Story Ratio rBtu/ (CF-5) LPDR(11. x38.0 (G+J) .1000 Oet:upnney Story (DIE) yr-sf)) MMBI\J/yr orr\i-"'~ U'P~ 2.410. 0 )30 9S 98 z.~1..0~ aF'J:='tlJ::. Lowee 1.:Z.\ G 0 > ~t> qp_, cu?; 211.01 ' ,,. Total Total Allowod Enotgy l-/fq,,~ ~frst Generatlott Nonresld@ntial Standards . A B C E fje!ltrlpilbril Cc:indilion~ EMrgy Atlowod Oeetij,ancy Floor Budget Energy Typo Floor II Area (kBtutyr-sl) (C x D)/1000 ' ' ' tdlnl ~/A-. totnt ~ ' . ,, ' . '~ , ' ,. ' Pago_bl_ ,, 1""-''•" • ~ v-.-.,,. ....... , .. ~1 ... -e-,-,.;o.)"'t.,...lt'• ~"--........ ,.... 4 ,. , ' . ~Envelope Summary _Form & Worksheet (Part 1 of 2) ... ~. Aool A e c ... Jlool Ama Propo~ Type R-valoo Bvit.T .-vf' 1..41" /'3.qo ' .. I Total 1.410 total ,' / Avbtllg8 R-iJlili.tA ; :: ) \ ' ', ;,· i'' ' 1-_:. i ' · ,' i,. Glazing in Robf ··""""'-i~· ·,1 A e 6 ·,nlf(~~.l'' typo Norih Em:t : . . Exterior Wall Area C ... --.~--, .. ~·-· . . I ~-, • . :- ,, : / . ':"' .,· j' l:r'· , . .,...._; ·.' Notih l:rtsi /JA-. " 1J. .. . For Enlorcemont Agon~ Uso Only Plan Cheeked By : Onto Floor Area/Soffits D A B C 0 Am/JI R-vllluo Floor/Solfit Proposed Area t Type Ama A-value A-value ' I 5?t31..f .. I G53,t.f Total .. ,. &_ Total ~ I.JlG,~O I Av~tago A-value · Co!Drto!O Col 8/Col D ·. D E o H 'I .. ' \ ~tirl~ArH ,' '.t, ., ~top0s8d ProrcMt! South. Wost Horizontal Total (A1) U-valun .. ,, ' . Total ~ t> E F --·-----·~ -----·----· .. Slitfnco Aron South -Wost Total Envelope Summary Form & Worksheet (Part 2 of 2) / ' For Enforcement Agency Use Only ,:l= Plan Checked By Date . Opaque Exterior Walls and Doors A B C 0 E F G' H J ' K Surface ·Area · ' Proposed Wall Requirement • wan _, North East South West Total Heal A-Value R-Valua . ,. Type (A,i) (Ae) (As) (Aw) (At) Capac:ity (RI) At/A1 (Ar)· A1/ Ar . ~ '• •f I !,f ' {.:.t : ' , . ' Totals 1') Total tx Total & Weighted Average R-Valoo I Prp:Sed I Re~yjrgd I · 1 Glazing in Walls Col F /Col I Col F /Col K A B C D E G H J -Surface Area Glazing Characteristics Weighted Avarages ' Glazing North East South West Total Total Area West Area Total Area Type (,\) (Ao) (As) (Aw) (At) U-Value SC x U-Value x SC xSC . CSl.. Q. -~ ' Totals r;i Total$ r::;:; &. '& U·Valu,• Wusl SC 'lotnl SC SC Adjustment Notes: Averages Col I/ Co, F . Col J t Co' l: Col K/Col F ] EEM Form Aovised $(Jpl01llbcr 1988 Pagr. __ .ot_ Construetion Assemt-•y Con /fiance Form -, ''otKI iile . . ,or Enforotmont Agtney UM Only . , ...... -M~tk!s .~ A~s~t-i .-....: . ........_~oeum,natton Au9'0r/Fif'ffl ,·~· -.... Dalt 'cfa11 .. _ . .._ ________ ..._ _____________________________ _ ' ' General f nformation 1 .... .., 1'1" -Huffittt; t t f t I I t f f • f t t f t t t I I t t I t t t f I t I I t t t I t f t rz~F== t li'flffih'IO,..,. t t t t t t t t t I * t • t t t i t I t t t t t o t t t t t t t t t I t t t , 1 t t t jf:~ ~ ,flf'l'li"O .... t t f f I t f I I t t ' I f f I t t f ! t t t t I t I I t t t f ,t f t t t t f t f '.t t )( lo , • ,,_,,.. ~ f t • f f f t t • t t t t t t t I t t t I t I I t I O I I I I ;.', t • I t t t t ~•I f p k*-·'l'lnehtl i lntultdaff In ~ 1 , , , , , , • • , • , , , • , • , , , • , , , • , , , , • , • , , , , , , , • • -l2..,_ F ,f12,hr:8tu I !fftetNI A-~ of e~"'*"'"O , , • , , , , , , . , , . , . , , , .' , , . , , . , • , •. , , , , .~ F,112.h,. Btu '..,,!" . ...,,,,... ~"'\ .. , 4- Sketch of Construction Assembly . ' · Litt of Con~truetion · Component~ A II 0 .. ~tle" , Su, lj ... uetd f?e?E1"°' a-. I I Y7. J eJ.!1\6l{lOQ '··-·~:Iii'' I j (<• 19 : !N$Jilet:fj~6J 'at '\Yt t 12,JO i · I '/i' ~~:0'9-w .jjy;; I • • t 1'0UII A-Yaw.,, Nma . • ·• . I • I • • • • • • t I ti, 9'P ' lniidl IIJfflet -~ film t t t t t t I f I t j f t I * __ ,_,, __ f? __ _ OtJ!lr tufftell elf ftlt I j , , '• rt , I t, , , , , , •--•...il,..1.__ Tot.II f'lft'l'hll l'itiitltlot (~ti , , • , , , • • • , • · • Liz , 15 .. IJ,lliil,ut (111.,M 11), 1 , , , , , 1 ; , ; , , , , ,, _____ /J_, ...,~_5 __ •,' • • ,c~ , ' 1 . C W1N WtlQhl (lb'lii) I) l~fte ..... , (ltwF,lb) TowHC E HC Col C • Col 0 (81U1F~al) Project Title: ISIS 1ST FLR HP-5 CF-4 DOCUMENTATION AUTHOR/FIRM: MERRICK AND ASSOCIATES SUMMARY .DATA: 1 CONDITIONED FLOOR AREA ........................ . 2215 ft sqrd 2 TOTAL FAN WATTS DURING PEAK COOLING CONDITIONS. FAN WATTAGE INDEX ............................... . ~ kilowatts -~ watts/ft sqrd l)Se'O ,"2.S \,-.J SLM FAN ENERGY: BRAKE HRSPWR SYM MODEL# COOL HEAT HP-5 50QJ006 0.47 SAME MTR DRV EFF CONV NUMBER PEAK KILOWATTS COOL HEAT FACTOR FANS COOL HEAT 0.70 SAME 0.746 1 0.50 SAME TOTAL KILOWATTS 0.50 SAME BRAKE HORSEPOWER CALCULATIONS BASED ON TABLE 3-22 OF SECTION 3.4 HP-5 CFM * S.P. 1,600 0.750 BHP=---------------= = STAT EFF.* 6356 0.40 6356 CFM/SQFT = 0.722 Project Title: ISIS 2ND FLR HP-4 DOCUMENTATION AUTHOR/FIRM: MERRICK AND ASSOCIATES SUMMARY DATA: 1 CONDITIONED FLOOR AREA ••••••••••• , ••••.•••••.••• 2 TOTAL FAN WATTS DURING PEAK COOLING CONDITIONS. FAN WATTAGE INDEX ..... , ......................... . FAN ENERGY: 0.47 CF-4 2470 ft sqrd 0.61 kilowatts 0.25 watts/ft sqrd BRAKE HRSPWR SYM MODEL# COOL HEAT HP-4 50QJ006 0.59 SAME MTR DRV EFF CONV NUMBER PEAK KILOWATTS COOL HEAT FACTOR FANS COOL HEAT 0.72 SAME 0.746 1 0.61 SAME TOTAL KILOWATTS 0.61 SAME BRAKE HORSEPOWER CALCULATIONS BASED ON TABLE 3-22 OF SECTION 3.4 HP-1 CFM * S.P. 2,000 0.750 BHP =---------------, = • 0. 59 STAT EFF.* 6356 0.40 6356 CFM/SQFT = 0.809 'I Tomes Van Rickley & Associates FAX (619) 274-2580 Fire/Building/Life Safety/Consultants This is a report to the Carlsbad Building and Fire Department concerning the ISIS Building. Occupancy Classification study CONCLUSION: (619) 274-2905 After analyzing the chemicals that are stored and used at the ISIS Pharmecuticals Plant, it has been determined that this building is a B-2 occupancy provided that the limits of the storage and use of chemicals as described in this report are maintained. CHEMICAL ANALYSIS A list of chemicals was provided by ISIS that represent the chemicals that are presently in storage and use at the ISIS Manufacturing Plant. There is approximately 600 chemicals stored and used at the ISIS facility, most of the chemicals in use are used in very small amounts. Usually ranging from 1 gram -500 grams. Our study of these chemicals indicates that when compared to the hazardous materials groups listed in Article 80 of UFC, for a sprinklered building thqt the chemicals in this building do not exceed the exempted amounts for thise hazardous material groups. This was accomplished through breaking down the 600 chemicals into the major hazardous material groups listed in Article 80. CORROSIVES Article 80 exempts 10,000 lbs of solid and 1000 gallons of liquid corrosives. There is presently less than 200 lbs. of solid and 200 gallons of liquid corrosives in use in the building and will not come close·to challenging the excepted quantities. 4901 Morena Boulevard, Suite 126 • San Diego, California 92117 IRRITANTS .Article 80 exempts 10,000 lbs of solid and 1000 gallons of liquid. The amounts of Irritants in the building again would not come close to challenging these exempted amounts. SENSITIZERS Article 80 exempts 10,000 lbs of solids and 1,000 gallons of liquids. The present amounts of sensitizers in this building would not come close to challenging these exempted amounts. OTHER H~ALTH HAZARDS Article 80 exempts 10,000 lbs of solids and 1,000 lbs of liquids. The present amounts of other health hazards in the building would not come close to these exempted amounts. PYROPHORIC MATERIALS Article 80 exempts 4 lbs of pyrophoric materials and 8 lbs of pyrophoric materials in an approved cabinet. There are no proposed use of pyrophoric materials in this building at this time. If future demands call for it's use it will not exceed the exempted commodities. FLAMMABLE LIQUIDS Article 80 and 79 will allow 60 gallons of Class 1-B and 1-c in storage in this building and up to 30 gallons in use. There are approximately 10 gallons of Flammable Liquids in storage, and less than 2 gallons in use in the building. · COMBUSTIBLE LIQUIDS Article 80 and 79 will allow 240 gallons of Class II in storage and 60 gallons in use. There is presently less than 10 gallons in storage and less than 5 gallons in use. ORGANIC PEROXIDES Article 80 will allow 1,000 lbs of Class 4 Organic Peroxide in the building. There is presently less then 5 lbs. of Class 4 Organic Peroxides in the building. OXIDIZER~ Article 80 will allow 500 the building, and 500 lbs gallons of liquid in use. storage and 2 lbs. in use lbs of Class II oxidizers in storage in in use and 50 gallons in storage and 50 There is presently less then 5 lbs. in in the building. WATER REACTIVES Article 80 exempts 100 lbs. of solid and 10 gallons of liquid Class II Water Reactives. There is presently the following Class II Water Reactives in the building: Sodium Metal Lithium Hydroid Lithium Amilde Sodium Hydroid Potassium Metal Lithium Aluminum Hydroid Calcium Hydroid 500 gr. 100 gr. 100 gr. 200 gr. 200 gr. 100 gr. 100 gr. 1 , 3 o o gr . ( 3 lbs . ) There is no intent to ever exceed 10 lbs. at Class II Water Reactives in the building. Article 80 exempts 10 lbs. of solid and 1 gallon of liguid Class III water Rective materials. There are presently the following Class III Water Reactives in the building: Phosphorous Pentoxide Phosphorous· Oxychloride Butyl Lithium 500 gr. 500 gr. 500 gr. 1,500 gr. (2.5 lbs.) The 2.5 lbs. is below the excepted 10 lbs. allowed by Artlicle 80. There is 300 milliliters of Butyl Lithium which is Class III liquid water reactive. This 10 oz. amount is well below the accepted 1 gallon amount. HIGHLY TOXICS Article 80 allows 2 lbs. of solid materials. There were two highly toxic materials determined, Sodium Azide 100 gr. and Chloroethanol -50 gr .. This is less then a 1/4 lb. of material. FLAMMABLE SOLIDS Article 80 allows 250 lbs. of solid material. There is no known amounts of flammable solids in the building. UNSTABLE (REACTIVE) MAT~RJALS There is no known amounts of unstable reactive materials in the building. This review confirms that the amounts of hazardous materials that are used in this building are within the accepted guidelines for a B-2 Occupancy. The safe handling and use of these materials is not discussed in this report. If any questions or further information is required please notify. Sincerely, WJT/rls \corresp\isis.rpt ! /lfZ/11 City of Carlsbad -:.j ! • 1 G 1 •,,.I •14 ·1¥ I 4 i;, t4 '' I April 26, 1991 V. Scott Cairns HCH Partners 4877 Viewridge A venue San Diego, CA 92123-1667 RE: ISIS Pharmaceuticals Tenant Improvements Dear Mr. Cairns: This letter is to confirm our phone conversation of April 25, 1991. In response to your letter dated April 19, 1991, both the Fire Department and the Building Department agree that a phased · occupancy is acceptable to accommodate tenant needs, subject to the following conditions: Room 337 -All plumbing, mechanical, electrical, and fire life safety systems are to be complete, including the exit corridor 340. Room 322 -Second floor office area, all plumbing, mechanical, electrical, and fire life safety systems are to be complete, including corridor 218. Occupancy of this second floor is limited to nine (9) persons until the second exit corridor 220 is completed. If these conditions are acceptable, the field inspector and fire marshall' s field inspector will note on the job record card that the occupancy of these areas is approved. Please call if you have any questions regarding this matter. Sincerely, ~LLE~ Senior Building Inspector PK/mh cc: Mer Camero Aron Stem, ISIS Bill Breer, Nielsen Const. 2075 Las Palmas Drive•Carlsbad, California 92009-4859•(619) 438-1161 • COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY OF CARLSBAD APPLICATION: NEW (CHECK ONE) REV-IS_E_o_C/ __ _ BY: ~ \J~a,,2\-/\ Si~ ~ity Representative BUILDING P.C. NO.: if/(:-c::Pofl/ APPLicA noN No. : Bo 4- INousTRIAL CLASS: -----DATE: I· z_.c;;:. q I I APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: B. WASTES AND PROCESSING: 0 Domestic Waste Only (Check where applicable) gf Industrial Waste lg}_ Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF PROCESS (If Applicable): ----------- C. WASTES TO BE DISCHARGED TO SEWER: WASTE: (Check One) TREATED: )( UNTREAT~ -- QUANTITY: AVERAGE Q-S--GPO (Daily) MAXIMUM 50 GPO (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM: £-dcvcu--J L ~Jrn. I -------------------·...,.,(Pe!""~~~i--nt-------- TITLE: /_,, l-~ SIGNATURE:_~_ ....... ...,_,,._ _____ ........, __ f!. __ _L_ __ -_-_-_-_-___ DATE: c)-.t/ ~y ttl( ,,. .... ~ "\ -1-~"~· ---: :---~;.~-~---,........,.._ ¥ ' -afrl ·· · ··· · · · ..... , --~---r · • --... . -2280 Faraday Av 91-0074, --\ _ CTI -ISIS Pharmaceuticals ~------·--~-----~ ~ 1'"')11 -, £ I rO, (,LJ'•\ dl~/ql j}JJ.) .P2,Ll~ ~ ~ /( ,J ~ ~ #0 C£41 o/1-1/6 f°f G Lf-, 1 , ~1I vi~~ ,z r-._5',,! ~ ./; 'lf ~ ~~ 7:7:lg Building 1-----,-~-::r-_~r-7 Planning Engineering 1----,--;---;":;-:,;~-, fire 1----,-T-----, Coastal 1----.-----, Health DATf!I To Aatll .!:£p__:.c Appbnt &6-f'/ -'=:LS--f?/ /·zs-o,, ,1--,,;u-~ ---,_ Assoc ttz.at• .., _ _.,. sam.fEi• Cl:FO .... EIIIIHalll BU91119111l \TCIIP PEllff- .. - ., ·' B U I L D I N G P E R M I T PCR No: PCR91041 06/21)/91 .t5; 34 • Page 1 of• 1 J"ob Address: 2280 FARADAY AV Permit Type: PLAN CHECK REVISION Parcel No: 212-061-32-00 Valuation: 0 c,tSql 0074 Construction Type: VN · Project No: A9100093 Development No: Str: Fl: Ste: 1·-, .. ~ ·- Occupancy Group: Class Code: Status: ISSUED 06/12/91 06/20/91 CD Description: REVISING PARTITION LAYOUTS 84" HIGH Appl/Ownr: HCH PARTNERS *** 4877 VIEWRIDGE AV SAN DIEGO, CA 92123 Fees Required *** *** Applied: Apr/Issue: Validated By: 619-278-5750 Fees Collected & Credits *** _________ , ____ , ______ ----------------------- Fees: Adjustments: Total Fees: Fee description 110.00- .00 110.00 Total Credite,: Total Payments:_ Bala.nee_ . Due~ Units ·Fee/Unit .00 .oo 110.00 Ext fee Data ----------------------~--~--~-. --------------,------~--------------------- Plan Check Revision Fee 1fu.:. QO 110.00 . ' I l_ • I ' ~ ' ' CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 ·--t:1 '' I ~,,~ PERMIT APPLICATION • PLAN CHECK NO. q 1 --7 Lf- City of.Carl~~'Buildi,; Department 2075 Las Palmas Dr., Carlsbad, CA' 92009 (619) 438-1161 ,. EST. VAL'-----~-------PLAN CK DEPOSIT _______ _ VAIID.BY __________ _ 1. PfillMIT 'IYPR DATE. _____________ _ A -LI Commercial d New Building LI Tenant Improvement ' B -0 Industrial LI New Building t(..:{enantfiilprb~e~~'nr ,;!..----~- . C -LI Residential D Apartment D Condo D Single Family Dwelling D Addition/ Alteration LI Duplex LI Demolition· LI Relocation LI Mobile Home D Electrical miumbing D Mechanical D Pool D Spa D Retaining Wall D Solar ~the;~ V't 2. PRQJECT INFORMATION A<l~-1.-~0 favad Nearest Cross Street Bmlding or Smte No. mt o. CHECK BELOW IP sDBMITIED: D 2 Energy Cales D 2 Structural Cales D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTI~N OF WORK _I_ ?"' ~.,...I.., J..., /!\A l ..h,-e v' 1 S l oY\ -w WY It l l V', tJ.N16t.tt;:, SQ. FT. # OF STORIES 3. ~~~ ~ (ic;~r;n~r;m applicant) ADDRESS CITY STATE ZIP CODE DAY TELEPHONE i. 13 5 7 S"t:) 4-:~p offT~li~l7tn~;EN'l'FOR%~~19Jt.,.~~riW~{t/;EJ~~~O~~E~ -8iv~ CITY 5P STATE Git ZIP CODE 'J,Z.,.ll DAY TELEPHONE c.ib 5 ?..--'1 s-1 / CJTY ().. Y11'.A.O-.c..t'.,l,Lh ( tJ--.t:!) ADDRESS 1..7..."96 forv7,~ ZIP CODE 9 2cJD "3 DAY TELEPHONE df-? I. °I 'Z-~ STATE Cms+-. STATE ADDRESS ZIP CODE ZIP CODE DAY TELEPHONE DAY TELEPHONE or ers mpensanon c aranon: ere ya irm t at ave a certl 1cate o consent to se -insure issue y e irector o n ustna Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE Cerahcate of Exemption: I cerafy that in the performance of the work for which this permit 1s issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. oWNRR-BOIIDRR DECWtA1IDN Owner-Bmider Declaration: I hereby afhrm that I am exempt from the Contractor's Llcense I.aw for the following 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 ~elusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's Llcense Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's Llcense 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 viol.:iti.9n of Section. 7031.5 .by any applicant for a permit subjects the applicant to a civrl penalty of n'bt more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS 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 o,f the Presley-Tanner Hazardous Substance Account Act? S'YES D NO Is the applicant or future building occupant 'I'equired to obtain a permit from the air pollution control district or air quality management district? 8 YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES J;:]· NO IF ANY OF TIIE ANSWERS ARE~. A FINAL CERTIFICATE OF OCCUPANCY MAY Nill BE ISSUED AFfER JULY 1, 1989 UNLESS TIIE APPUCANT HAS MET OR IS MEETING TIIE REQUIREMENTS OF TIIE OFFICE OF EMERGENCY SERVI~ AND TIIE AIR POILUTION CON1ROL DISIBICT. 9. OONS'l'ROCliUN IBNDING AGRNCV I hereby afhrm that there 1s a construcnon lending agency for the perfoFmance of the work for which this permit 1s issued (Sec 3097(1) ClVII Code). LENDER'S NAME µ;:NDER'.S ADDRESS 10. APPllci\NT CER.Tll1CA11oN I cernfy that I have read the apphcat10n and state ._that the above mformatton 1s correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMtF.SS TIIE CITY OF CARISBAD AGAINSf AIL UABIIITIF.S, JUDGMENTS, COSTS AND EXPENSF.S WIIlCH MAY IN ANY WAY Aa:RUE AGAINSf SAID CITY IN CONSEQUENCE OF TIIE GRANTING OF TIIIS PERMIT. OSHA: An OSHA pe~it is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration./EVei'Y,permit issued by the Bui ding Officia~ the provisions of this Code shall expire by limitation and become null and void if the building o{ work° authorized by such perm t is not g>Ifimenceq within 365 days from the date of such permit or if the building 0~ork authorized by such permit-{8 suspended or abandoned at any ~ime aft~~ tl}e'work is commenced for a period of 180 days (Section 303(d) ~~ Buildin~5ode}~ APPLICANTS S~Gp~Jif½t J J ' ,,,.___ DATf,:/l(lti!. If 1/ I )f///,/f/L ~t-_ lr--s-... V YELLOW: Applicant PINK: Finance DATE: ESGIL CORPORATION· 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 6 /11 / Cf[ QAPPLICA~ QJo"'Rfto I CTIO JURISDICTION: CARLS lsA D 0 PLAN CHECKER QFILE COPY QUPS QDESIGNER PLAN CHECK NO: PROJECT ADDRESS: ~ 1 ~O /:= o. ;--r, ,-( A I/ -----"-------"'----='-'--'-"-'--'--'-'-7-+------ PROJECT NAME: ___ ,~S=-..-:;='-:£';:,,,__ ____________ _ D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified ........ ------------are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the .enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 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: lffl Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------- Date c.ontacted: ---------Telephone# ________ _ a REMARKS :p/e,g e&/2 t~ve I l C Room, 3~ z.) p}an, ±o l teve I z-rnez::z hrca Inf/ {i'n ,'c I qrrrvve Sf> t: C otv:IJ I~ By:· VAVIC> VA-D Enclosures: ________ _ ESGIL CORPORATION o/; s 0GA DAA ORN OoM Jurisdiction ___ C~A=J?._L_s,_:;..t;;4-____ =D __ Prepared bys ~VIC> YAO VALUATION AND PLAN CHECK FEE o Bldg. Dept. O Esgil ) PLAN CHECK NO. 9o -74 &v BUILDING ADDRESS .22 h fz;t..rc, cf c-.V ________ .,____........,_~,.__ ____________ _ APPLICANT/CONTACT PHONE NO. ------------------ BU I LD ING OCCUPANCY DESIGNER PHONE ------TYPE OF CONSTRUCTION CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER R-fv,~ 1 n-v /(N rf'I~ cf/'2:.L. t hP1a 1 c+:'...C,1ci2 ( 0.. Yov /. ~ ;, r>c:l. {Pvt'(--rr1P7 Z: ,, g. f "t I p,Jp I R.oo»i s'.''?.. 2.-) Air Conditionin~ Commercial @ Residential ia Res. or Comm. Fire S"Drinklers @ Total Value cPI U 8 uilding Perm it fee $ ____________________ _,._ _______ _ Plan C he ck re e---'$:;..__ __ -.:.l'_,.{_2._;_ .... ~ ..:J ____________ -'$'--_ __,_J/'-'O'--~--- COM MEN T 5,_: ----------------------------- SHEET I OF I 12/87 l-EC::JE.N t): #N *P Wl'4K ~ 0 C 5 "NON-PoW~ r.A-Ni:L WMK. ~: foW~!Z. PANf::-1-- WAl-l-MOUNT 1"---11 f>A':>f::. F~E.D MPtJ ~1-E. blf-11 I-¼. PANEi-US:P 0211 H-f'At-JEL (fil Cof'-.NEF--fl.NI-SH POST ~MK 3-P Is-3-llP 2-F - =-TAAlc:rHT f I fJ lSH f'oSi IL !ISP . It WMKI I 3H I 301,1 1 2t-l C l,,.IMI(. '4lMj( @11131" l-11 Z.f' 301"' ~ ' ~~"' I 'l"li I p 3~ \ 3f" \ ) ,;Ill ~ i,.iMK WMK ' \;f' II ~ , ~i.t ,,s U' 5t,1 S"f" SN • JD ll30P 1131' , II llt c;. !,P S1' 3Qf( ul C. C ~ 2.1'1 s, 2.'4 . 30~ -, ~ ,,,.111 ·c. (///(cl.(,,; ~optninq (Trfl·~q cit-. 5rl I SH I Jh!M!". 3~ 11tN t s lt=i =~;;=t:=~=:l -~N I St.a l]i.-.lMK )!Jc '"I.Ii WHI<. JSIS PHARMACEUTICAL Q SCALE: Yell=-1 1-o" DATE: =,' l 3-·<J1 A.f"PA'OVED BY: DRAWN BY l'I--H REVISED I LEVEL 1 FLOOR PLAN . -SAN DJEGO OFFICE INTERK>RS , lffloX 11 .-.no ocrt _,_ 1-CUAAl'f!INT • PANEL-EL -------· -, sr ... -IS- ' '° ... ... I\) UI -IS- -0 is> I\) <-' To From WRITE IT -DON'T SAY IT! Date & -// 19 7/ D Reply Wanted ~ Reply Necessary IL:J ,:;le,,,,,/) /MC""° ,,J;7W' "" I"""""' ekd ~S/O,.J TlJ ?6Git-1/ n,, ~/.I J :J c~ /4" : sLJu le. .-<.s Mt h~ // d'-4)()/j Je-;;1J o?No ~ ~ otJ we ~ ~· lf/?c~ ~ /~ ho~ /J/4-c~ ~hi/.?-~ rk4u102) urnMkl(S ev-J c2""'d' L_ .. AIGNER FORM NO. 55-032 PRINTED IN USA f·,:1! E:,'::,:EFCI · TELECCIPIER 7010 ; 6-10-91 1:53PM ; ,. !al. ' JUt~ llJ ''31 )3: 51 lJ\ND PLANNING ARCHITECTURE ENGINEERING SURVE'/ING HCH PARH·lERS TRANS MITT AL 278 925:3"? ; l=t 1 294 P01 4877 Vlewridge Avenue San Diego, CA 92123-1667 (619) 278•5700 FAX (619) 273-9258 JOB NO: //?-'3 I PROJECT: fSI!i WE ARE SENOING YOU: 0 Prints 0 Samples Q Specifications 0 Change Order a Presentation Material 0 Submittal/Shop Drawings fE:reopy of Letter Q Other ------- VIA: 0 Mail 0 Overnight Delivery 0 Messenger i:ErFax # .4:~a -(l r.J .-.~---- This form is page 1 or ___ _ ,..., ----.-----------------~--~~--------.-------··--·-·---- i Co,i=:.oi~e;:.:;:.s-1-~~..---,-..+-!=~~.:.:.:...-......,.----z----~-~~::---~-~:----7-+..:..a.:Actic1(, (.,~"_;,:; ! ?~~=\..;.., --,!-...:Ci;ll~"'f--'-/----~ 8 ; I r-·---------- , _____ I ·-:-::~=-~~~--==~--~:~--1:-------= l---- 1--~--l-----1/------------------~~-----+--------, Action Code; A For yc,ur use B Forrc'.'1:: :1 and comment C For your approval D As requested E For youi· action F See remarks below Rema.rks=-----------------------------~- ------- 'Mth Encl. ~ ~ W/O Encl. Q Q 0 lf F'O.I 1:,··,·: .EF'IJ'.'. TELECIJPIER 7010 ; 6-10-'::li 1:54PM 278 925Ei~ JLN 18 ' 91 .J.3: 52 .• HCH PARTNEF"::; 2'34 P02 ,, ,. PARlNERS LANO i='lN,NING Al<Cr!1TECTURs; er«, .. NeERING SURVE'IING' 4877 V1ewrid(;J@ Avenue Son Diei;:to, CcMornla 9::0123-1607 (,~ 19) 278-5750 FA.'< (,;i19) 278•9258 1'Qc!~r,ci< F. 1l'tr!g'it, !3rtp:'=.lif,1Ar,:i~ite-:::• ~-. \/J~c--Prc:lder,+ / '.·.i!i~ F1~~1,~EN I _c:r--,;1 ~!,,1"1:,1rg \' Cl•~l:ll P C,'n~jr!Qf"f\ \• lCI:' ~'E'S!r..te,r11 ·; ~ ,1,:1 0.-9,0·1cn, 1 ,-cmt Cal•rs V ,:;<;, Prc,,ldcm! / Arc!\'.e::t C0uM!I JO!'-'PI"> Gt,,rv, )' 01~,;.ctor / C1v,l Engfr.zo~ Le:,:,rd ClorK r->,tter, 111, tnei;;Qr/ Lonc:!,oope Architect 221 s June 10, 1991 Pat Kelley Bui1ding Inspection Dept. City of Carlsbad 2075 Las Palmas Dr. Carlsbad, CA 92008 Project: Subject: Dear Pat: ISIS Pharmaceuticals/ 2280 Faraday Ave. HCHP Job No. 14251 84» High Partitions -2nd Floor Bill Breer, the project superintendent for. Nielsen Construction, has informed me that the building department has denied temporary occupancy at the second floor because of the 84» high office partitions. In discussing this issue with Kurt Culver at Esgil. he agreed that by removing two of the partitions. the space between would no longer be construed as a corridor. and we would have an open office situation (see attached drawing dated 6/10/91). ISIS's sct1eidule is critical and this issue needs to be resolved as quickly as possible, so please fee1 free to contact me if you have any questions. Sincerely, HCH PARTNERS 1: ~ ~ A. I, fl . v. Scott Cairns. A.I.A. Architect/Vice President VSC:jls cc: Aron Stern ~ ISIS Bill Breer -Nielsen Karen Hansen -SDOI ; ** 2 E' , : E;:;·i] TEI :=.-,-1~' I EF' ~ ---_r ,010 ; -' JUt l l'_-1 • i::o-lD-'::'l l: 54F't·1 ! ' '31 13:53 -H(H F'RRTrJEi:::·s ; ** 3 2'34 P03 !I .. • j • ' ' DOD 0 1-------l Q t7N. l l l Ill I '1 SAN DIEGO OFFICE INTERIORS 11 X 17 PRINTED ON NO. 1000H CLEARPRINT • Li::-6~Nl:7 ! NoTes: _0 ~ ~ ~ \ 2-t?l<-.P...1.Nc-FZ Pt:-Pi::-s1AC" -{21-~ 12--, 1:2-171ZAWE-f<. f'~tn::?-rJ>..1-JU 21191 CitY oi CAR~~dAi:J aun, .. oH\\G oePT .. I -LAIO!<-~SU \e-f,AC,E.. 5Uf'F7t>fZ.--f t""At--J.E:.-1---1.-~ P-f 4:-P-l6H·-r r'~-wo~K'=-'TA1ION . .... scALE: Ys u =-1 '-0 u DATE: 5 • 2.lf• 'ti l I ~· ~ ...... · .f .. .# .. .f ISIS PHARMACEUif'ICALS APPROVED BY: LEVEL 2 -MEZZANINE COMPONENTRY INSTALLATION PLAN 7'r DRAWN BY ~L-H REVISED b · 12._:_ '7/ DRAWING NUMBER :7 Or3 ' ' e ' . ' \ B U I L D I N G P E R M I T PCR No: f'CR910 58 Project No: A9100093 Development No: 07/12/91 12:01 Page 1 of 1 ,Job Address: 2280 FARADAY AV Permit Type: PLAN CHECK REVISION Parcel No: 212-061-32-00 Valuation: o Ql .. 0074 Construction Type: VN Str: Fl: Ste: Occupancy Group: B2 H2 Description: 15509 SF OFFICE AND : ISIS PHARMACEUTICAL Class Code: LAB TO CO. ADD SUMP 3434 07/12/9-ltOOp:f~i I~2UED Appt-}R~T: 07/~~(:i INSIDE Apr/Issue: 07/12/~1 Appl/Ownr: HCH PARTNERS *** 4877 VIEWRIDGE AV SAN DIEGO, CA 92123 Fees Required *** Validated By: CD 619-278-5750 Feces co·11ected & Credi ts *** . ___ , '. ---t-------'7""'----------------------------- Fees: Adjustments: Total Fees: 174.00 .oo 17·4.00 Total·credits: Total f'ayJ:rierrts: . . Balance.Due! .00 .00 174.00 Fee description U_ni ts .· Fee/Unit Ext fee Data . , -----~ " ~ -~ .~ -, Plan Check Revision Fee ·-' ·-.. > . ~' ' ,· FINAL APPrlOVAl ~NSP. ___ D/-IT~--..... CLEARANCE ____ _ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161 174.00 I~ ! I I I I PERMIT APPLICATION • • City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 EST. VAL ___ ~7~-~~------ PLAN CK DEPOSIT ___ _,,P~7-____ _ ' VALID. BY ______ D_~c....---~--- 1. PERMIT TYPE . DATE ______ (";.,_~_1/-'--~"-0._??!L..<./_ A B C 0 COMMERCIAL NEIi O TENANT IMPROVEMENT 0 INDUSTRIAL O NEIi O TENANT IMPROVEMENT 0RESIDENTIAL 0APARTMENT 0CONDO 0SINGLE FAMILY DI/ELLING 0DUPLEX 0DEMOLITION 0RELOCAT!ON 0MOBILE HOME 0ELECTRICAL 0MECHANICAL 0POOL 0SPA []RETAINING I/ALL 0SOLAR 00THER~---~,.__ 2. PLAN CHECK No. PROPOSED USE (6 6D4 BLDG. /a. FTG. # OF STORIES 3. CONTACT PERSON . NAME ~COTT' ~(p.N? /tf?n ~~':)ADDRESS ~11 v,e-wp..,~ A\JF;;, CITY '3hN Dll:¾:o STATE CA ZIP CODE Ci2-l 23 DAY TELEPHONE I),,. 71; S7'5"D SIGNATURE 4. A~t~:p;AN,1-..-...-,., ..... ClCONTRACTOR NAME n:.-,(j v~, f\JbK-0 0 AGENT FOR CONTRACTOR 00IINER . ~GEN~ F9!J. OIINER ADDRESS.::::f677 VIB-WRJO~ ~ STATE (:A, ZIP CODE 912..f :Z. ~ DAY TELEPHONE /}_. 7'f!,' &7C;:;;O CITY 5AN VQ¾'b:O 5. PROPERTY ,~~,a,._,..~, H": A,, NAME l.t:?l':7 f r1rir~ -Y""\t..-'VV t ,c::.,rj\..,~ CITY CA(J.vf;J'MO OIINER O LESSEE _/;2(TENANT ADDRESS ()..:2Jco fAAADA'( AU~ . 6. CONTRACTOR NAME fJlf3<fb£N C01'\9fWOODN STATE eA ZIP CODE 9:2.co;s DAY TELEPHONE ADDRESS ~ lQ...1 JE-PPB,f<:-Sc'Jt\[ ~~, CITY~ Vl~O STATE CA. ZIP CODE 92-110 DAY TELEPHONE 2-q 1-h :g'.?V STATE LIC. #/t!fpGf,1 LICENSE CLASS Bl CITY BUSINESS L!C. # !28 I /tJO TITLE DATE ADDRESS~77 Vt~t:J<Bb NJ~ STATE L!C. # !1M1.. 7. WORKERS' COMPENSATION STATE CA, ZIP CODE 9'f-' ~ DAY TELEPHONE 1(fp o/Jf}D 8. Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' CO!ll)ensation Insurance by an acinitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. o/ EXPIRATION DATE certify that in the performance of the work for which this permit Compensation Laws of California. SIGNATURE DATE OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following 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 improvement~ are not intended or offered for sale. If, however, the building ·or improvement is sold within one year of completion, the owner·bui lder 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 THIS SECTION FOR NON-RESIDENTIAL BUILDING PERM.ITS ONLY: ls the applicant or future building occupant required to submit a busine~s plan, acutely hazardous materials registration form or risk management and prevention progrem under Sections 25505, 255i:/5534 of the ;::ley-DN P7ibSubs~Geun~rr#'Cf3 °I I 001 f Is •the applicant or future building occupant required to obtain a permit from t~ir pollution control district or air quality management district? Is the facil.ity to be construct~~~n 1,000 feet~the outer boundary of a school site? DYES ()stNo IF ANY OF THE AIISIIERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 ·UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EM~RGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil code). LENDER IS NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is .correct. l agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JOOGMENTS, COSTS AND EXPENSES IIHICH HAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 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 180 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). · APPL! CANT I S SIGNATURE O OWNER D CONTRACTOR OBY PHONE APPiiOVEO.'BY·; _· ______ _ ~ATE: __ · _______ _ WHITE: File YELLOW: Applicant PINK: Finance \ DATE: 7 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 I q I 11 ~\ANT JURISDICTION: CITY CARL.s BAD RISDI~~ QPLAN CHBW QFILE COPY PLAN CHECK NO: q(-7 /b CUPS !-DESIGNER -·-' PROJECT NAME: __ ,~s;:_,_S-, ____ p_H-A~R~fl-1~A~C~~-LJ~T~I_C~A_l........,s; D 0 CJ 0 D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _____________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 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: film Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has -been completed. Person contacted: ____________ _ Date contacted: Telephone# ------------------0 REMARKS:-@~Af~e~v.~&~<,~r,=rn~<"----f7cc-+-"-"--9-/~--7-4=--------------- ___.{FJ__.b~_,_S:..,_[.L./;p""--.... >=h<-e~t-.< __ . ___.T'---_.l....,.,'--_.A-"--"<'_,,'"'"I...,_,, _.,_A..i...;-t",;::a...;..., _,_I_.___.A---'-=-P-'-. -=2'--_..g...,s-_-_""7_,___:6....,o--a-;-,1q_at12_11.e set C/ I-74 By: ERi'i1t&PORA¥r~Q 1/2 UGA ~AA ORN ODM Enclosures: .. DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 JURISDICTION: 6 I 21 c,,y OE CARLS/3.A.b PLAN CHECKER QFILE COPY QUPS QDESIGNER PLAN CHECK NO: 91-Rfv SET: JI_ PROJECT ADDRESS: 2 o cro Tu r-ci rlo \I Ave -----=----~--=-a..'--~.....:..;<-l -----'-"---"-- PROJECT NAME: :cs.rs pH AR HACED TICAL~ D D ·-0 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 ~nciosed 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. ~ Th_e applicant's copy of the check list has been sent to: · H C 1:--1 7:AR Tf...lER ~ C Seo!± Caivns) 4 ~ T7 Vic> w h'he Ave.. SD 9 -2 /-< ..s [Wil Esgil staff did not advise the applicant contact person that plan check has been completed .. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date c.ontacted: _________ Telephone # _______ _ D REMARKS: ________________________ _ By=· DA \I ID VA Q ESGIL CORPORATidN 6/-,,,o Enclosures: ----------- OGA DAA ORN ioM JURISDICTION: ___ C.._A .... R ...... L .... s ... B._A ... P.._ _____ ,__ __ Date plans received by plan checker: ___ 6_0~-2.._o~-- PLAN CHECK NO.: qi-]76 RPII. Date plan recheck completed: 6/4z By: l>AVID yA-D PROJECT ADDRESS: .20 cPQ f qro. Je-.y A-v e TO: __ H....,;...;;C"-'-t-(-+-----'?;::::;,.i.:;GI.L>: ..... i-,.;.JC.;+':;..',1,_t ... .s _______________________ _ RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification ~r 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. @ CV <iJ (j) Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. A f) pl~a ~e b_o+P fl'>'v ~kPe-f: ,~ Se./ ~Pnt. H 2-.s+.rr(?li e. " (/ The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case yeti die i:iot-keep a -GOpy of thn prior eeFree=tien. list, ue bane... .enclosed t:hose pages co1rtaining t::he still ~s. Please contact me if you have any questions regarding these items. (9 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. -x_/ Have changes been made to the plans not resulting from this correction list? Please check. _____ Yes _____ No p' I RV' Pa r;0±,'ori.. • -R..>~t2.v '° e. el OC:CUT:i!fJ.!J.CV -is 2. a£.;!','....ce... ~ 1-.o, 6 i J / t.J~+e. z d Sh4-Pt A~. l s~fl."1. I J ,6~ el.1.rn t'ne..~c:.I 1<;;. -+ke <-k-Gt. Ii' 5 b-c. Qe~c:i:: +k b,lhole, ~h,(_, ~?r ? J./4c:;_{r=-V i ,,-,{,,,(:J.i--~, ~Ii.a It;/. t' t a_ ,./-/2_ Pt:. (.A/ I.[:£:. -fl e, re. 0 1' t::1 de t. I?;{. +l-,e_ YP]Ji ±Mlm I~ $.~(HA td bp CO.'j?.e,_ bt. le_ of_ tes=:.t 'I:. if££ 12~£ lo od, ' o!Pe.Et:, -:1;12toci'{y -1-b,£ .s:__612.('> c)£ Yt' 11'/ µ d>1.... -fi.R ol a;,v I j I J ( I#\ -f m,{ <> f K>am ?i>:1-) s Form No, RPCS.4129O •··. " 00) th, rDOM , ~~.f-YYlfl r:+ ~ n riP..ft1' ~b:> /.,''I rt'1 r-b a+ clooJ-- ,,-p '.z.~~,:;, h1 J>1, -fZ. . d'rR., nd /'",..,.,, 'l>I ,1 l,Jt -th -f/,, /r (:Z:.T '71A•I' 1--,,,f-}'1t"Pj CUY .h ? 7 I / Cl f J (t1) &1/,jp ec,i(c,,,1/c.··b.-. ~ j V --1-i _(,/ +he 51/ tr1 t? IS /o.r..if> .,:;:,nOV5°1 h u -1-4 tJ ( /,: q_, j I V U, -I; l:l (",-n vvo,...,+..,,.. a II r /;1 (" /.,,.t -+J,(_ Sf,r/;,. /:::(py _f'tD V I (µ) Pr0v,·L ~/, .. p-}-7=--7 To Sho,_J ,t I' A"Tl<J? IV 1-/ ,+I, f-/i?r 90.2. (,>; ) I I r s+n.n~ J,J .-:,,,,t,JP V} . ~ / J . - ' Date1 6/.2.7 Jurisdiction~-~C-A~R-L~s_B=A~.I) ___ _ Prepared by1 J:;A-VIQ jA--o VALUATION AND PLAN CHECK FEE CJ Bldg, Dept. [J Esgil PLAN CHECK NO, q/-1)6 RPV· (:, /-74-) BUILDING ADDRESS :>-otf1) 7--v.rdc---Joy (we APPLICANT/CONTACT .I-I c ti CSusH-2 PHONE No. · ::z?f'-1-Z.frJ BUILDING OCCUPANCY B-Z.. I H-.2.. DESIGNER PHONE I/ ------ TYPE OF CONSTRUCTION V-N CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER RP,// ( / (('\,1:./ ~(.J cftf~ /761± Air Conditionine Commercial @ .. I1esidential (cl Res. or Comm. Fire Snrinklers @ Total Value /76 46 Building Perm it re e $ ________________ ___,.'--------- Plan Check r ee $ COMMENTS: SHEET I OF I -----)2/87 :·. \ \ \ \ I DATE: ESGIL GORPORATION s I ~1 ( 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 q/ O_APPL.J:.CAN JURISDICTION JURISDICTION: CITY CA~L~~AD JP HECKER PLAN CHECK NO: L QFILE COPY QUPS r,DESIGNER PROJECT ADDRESS: ~ f-0. c2 do,1 Ave --=--.:=;."-'--'----'-........................................ /_-'-.........,a---- ~--' PROJECT NAME : --·-=7c....:::;""--'-:C-----'.S.;;.__ __ -+-p_,_t-/:...:....A~R_,._f'v7'--'-'-A_C_;:;;;...· LJ__._t __,_/-"C'-'-~-L--=5 D J 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 encl·osed check list and should be corrected and resubmitted for a complete recheck. Jx,lo0 The check list transmitted flcrcwith 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. The applicant's copy of the check list has been sent to: H C H PARTNER£ ( V. S:cati.. Cq i'rn r.) 4 8-77 v ,·e-111 1::;1} e ) Av2 <D rm Esgil staff did not advise the plan check has been completed. applicant contact person that O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------- Date contacted: ---------Telephone# -------- mIID REMARKS : The . B:0 v: JP a I I s: toy i I g e cbooe ±o H l',(C14rr-11(/ t'nJ';r,7<?,-f,'1z1 , . u02CPrM.---;nlJ -t-/,e J-.1 (2CC. opa,nc,/-+PcJ.i ni,CI { -:µa:. (I I 7 ),-p1iort,, b:c,f.t>dCtl ":p.[f>·s, de.fcl\ r;:hPPf, c,,:jpanf;f,'e,r>, "'pUI Cvn+al, d~i ... co(?_ ~ . Wl)+a.'1omfryt. < S+-c;,,,dJ,v poi,,Jec /ocai•"tk Ch< P~Q?,,.t,1 -P1(v/b.Slr>v vent C bJo.lls, -P/oof_s ). n'~-f's shod/ bt; c:lP::;,~;,f'cl +.:, YP.r,s.-i=-7 ~ mA~. ,~o py:;-~ f)?>S£ure) By: ~,,, D YA:o Enclosures: __________ _ ESGIL CORPORATION rAA> l } I ' , . ' / / , , COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY Of CARLSBAD APPLICATION: NEW ( CHECK ONE) REV-IS_E_D_L,/ __ _ ·-::::---- BUILDING P.C. NO.: ';//-c::J'of?f/ APPucA noN No. = Bo 4: INDUSTRIAL CLASS: ----- BY: ~ ufc~ Si~ ~ity Representative DATE: / · 2£-. q / I APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: h SITE APPLICANT: __ .z:-s_-;::,_~ __ P_Ji_1t:,,,r_=_"_· ,_·e_,.,_·_e_~_/4_.:s ___ ADDRESS: 'd-98C) fa_/Yc iy de9 e ~-re-f ~ !Jvelr,>r-0-:Y-? APPLICANT'S ADDRESS: B. WASTES AND PROCESSING: 0 Domestic Waste Only (Check where applicable) gt' Industrial Waste 10_ Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WAS/E (Chem· al and Physical Characteristic~ of proposed waste): fLl It? < -s ~ ~1 c' r /c)_,,./~ fr 7/4" d /4 -ft cc ~ ~14 k ~~:q / b c,·.,._j Ji ~se/ e' f c, J ( 'I{ C'(¥JI ;crs ~ I a ~ t2 u.,A-s dL wq lee GENERAL DESCRIPTION OF PROCESS (If Applicable): ----------- C •. WASTES TO BE DISCHARGED TO SEWER: WASTE: (Check One) TREATED: X UNTREAT~ -- QUANTITY: AVERAGE 6)~ GPO (Daily) MAXIMUM 50 GPO (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM: Lf-~a.r-) / lli-iu" f I ----------------(-Pr-i-n-t-) ______ _ TITLE:/_,, -~~ SIGNATURE: ~---DATE: '21' ~V'J!fTZy Ltl/ 7 l I i i '. i PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ~CB __ ~~/_ ... _7_7_&/_ DATE __ ~_.A_~_,_/4_V ___ _ ADDRESS ,;)~ 'E;_'\J C /u f} /1 ~ RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE S::---/6-Y/ I ENGINEER __ Q__-__ W_e...;;;;...~....:...;..._..___,....... ____ DATE 5 .. 11 ·4 t C:\WP51\FILES\BLDG.FRM Rev 11 /1 5/90 'I• 2560 ORION WAY CARLSBAD, CA 92008 €itp of Carlsbab FIRE DEPARTMENT PAGE 1 OF_j_ TELEPHONE (619) 931-2121 APPROV~- DISAPPROVED PLAN CH ECK REPORT·. PLAN CHECK# q; -11ti' PFIOJECT :f5/ 5 ARCHITECT ti< 1 ff itua1-~ E/<..S ADDRESS ""'""'",.___.,'--'--+------PHONE _::; 7 f -"''.:, '/')/' " " OWNER _.....,_ __ ,__ ___________ ADDRESS ----+------PHONE OCCUPANCY---~--CONST. _____ TOTAL SQ. FT. ------STORIES ~RINKLERED ~ANT IMP. -------------..---------------- __ 1. _2. APPROVAL OF PLANS IS PREDICATED ON 11 NFORMING TO THE FOLLOWING CONDITIONS AND/0 MAKINO THE FOLLOWING CORRECTION : PLANS, SPECIFICATIONS, AND tERMITS Provide one copy of: floor plan(s); site plan; sheets -----t-1 ______________ _ Provide two site plans showing the location of all existing fire hyd~ants within 200 feet of the project. Provide specifications for the following: -------. Permits are required for the installation of all fire protection system Jsprinkle~tand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire departm nt prior tolnstallation. __ 5. The business owner shall complete a building Information letter a return iti to the fire department. t,,,'/./ __ 6. FIRE PROTECTION SYSTEMS AND The j.01Iowing fire protection systems are reQ.l.li_red: _ . iZ}1(utomatic fire sprinklers (Design Criteria:___:: 1 l'::C-.:,'--L..::C.'f-'--'/.;_===-· ....c::...!......1.-L.,;..-=i-=--------------- D Dry Chemical, Halon, CO2 (Location: ----------+--------------- 0 Stand Pipes(Type: ---------------+-------------------- 0 Fire Alarm (Type/Location: --------------+---------------- Fire_,ixtinguisher Requirements: 1 . , IZJ.-One 2A rated ABC extinguisher for each tr 60 (i sq. ft. or portifn thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. · D An extinguisher with a minimum rating of ___ to be located! D Other: __________________________________ _ __ 8. Additional fire hydrant(s) shall be provided--------+---------------- --EXITS i ~ Exit doors shall be openable from the inside without the use of a ~Y or any special knowledge or effort. l---io. A sign stating, " This door to remain unlocked during business ho~rs" shall 1be placed above the main exit -anct .."8er9 ___________________________________ _ __ 11. EXIT signs (6" x ¾" letters) shall be placed over all required exi~s nd dlrectlonal signs l~cated as necessary to clearly indicate the location of exit doors. GENERAL __ 12. Storage, dispensing or use of any flammable or combustible liqu~s, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. __ 13. Building(s) not approved for high piled combustible stock. Storage il closely p~cked piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastic~ and som~ flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. i · __ 14. Additional Requirements. ---------------,---------------- A,.)[. ,?.: ) . ) ,, . . ul,1-J_,..,._r· C '/) -15. Comply with regulations on attached sheet(s). / -, ,;7 { Plan Examiner ( __ • ',t<. · /,', __ .,.-· .• ;; l-,;. .. I / Date · Report mailed to architect --' __ Met with ------1-----'---__ Attach to Plans . DATE' ,,} u.,,~ q , .. vs-lJ ENGR----- burkett id & µ,ong • . . A-. PROJECT :-. structur~I . & ~:~1:11~nglnee~. ·. :·~ ::_.:., .::.:.\ · _.,_· .... ·. -:: -r::_°:: .. ·:· · .. · . . . .. .,. -·;:::..:· ... , -_-.----: . ~::-! .1~-:::_.: :: :· : .. _;,; . . ·.· ·-... ·-· -.. . / <;'"Bh-BNI?. ?X-g :13 s @,,I 2 11 ,,-. ·- ,' " ,, r-'=-'1 TUE burl<ett &wong strvctvrof a. civll engineefS 1'<l1. ~ .J_" ( -~:! --~~~~:: ~--~ t;- i) . 4i x s-,t: VIA i---Ii?, ,:, -tJ"!> '2.-X ~ 1 2-:::-~ l 't 'Z-::.,. fa'( :ft£-@ L i t/;;,. e,. C !if; :-C ?-I ';:,,,. kl) SHF.E'L.,-~-~~ A, '2-tJ· (°'/ )1 JOB NO,uL c I} Cl .,,\ P!..P}1£j C--J!-'#=-7 I · t'"t-" l cJ---- / ' £IT)~ w©l1JLLDT1f'TI©~ ~©~'Ifill©JL. Iwll~'IflETI~'If HAZARDOUS MATERIALS QUESTIONNAIRE 6 f-t ~ Q~1-1f -------------------------------------------------, ness Name • ~ P/410•1/ic~·,,h;,. L ng Address ;280 h-}1::r1e11f .,. llo.,;oe ng Address City C:rzcS/yJO City Telephone --1/-31 -QS0 3 State ~ Plan File# C1-9o<C08 State ~ Plan File# ff I: EIRE DEPARTMENT • HAZARDOUS MATERIALS MANAGEMENT DIVISION: OCCUPANCY CLASSIFICATION ::ate, by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are ::ked off, applicant must contact the Fire Department·H~rdous Materials Management Division, 525 B Street, Suite 705, San Diego, CA 92101. phone (619) 533-4400 prior to plan submittal. /-IRE' f.?CPo>e, :Svr.J,n.r7Tc'"O w..r:77/ J?!.1;t,v 0-t'~·ct< 5. Organic Peroxides 10. Cryogenics 1. Explosive or Blasting Agents 6. Oxidizers 11. Highly Toxic or Toxic Materials 2. Compressed Gases · 7. Pyrophorics 12. Radioactives 3. Flammable or Combustible Uquids 8. Unstable (Reactive) Materials 13. Corrosives 4. Flammable Solids 9. Water-Reactives 14. Other Health Hazards H II: COUNTY OF SAN DIEGO HEALTH DEPARTMENT • HAZARDOUS MATERIALS MANAGEMENT DIVISION: HINGENCY PLAN REVIEW e answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Management Division, 1255 lmpe~al nue, 3rd floor, San Diego, CA 92138. Telephone (619) 338-2222 prior to the Issuance of a building permit. ES NO · (FEE MAY BE REQUIRED) :D D Is your business type listed on the reverse side of this form? .Zl D Will your business dispose of Hazardous Substances or Medical Wastes in any amount? ~-D Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, or 200 cubic feet of compressed gas? · =i f.:::>,J Will your business use ;:in existing or install an underground storage tank? :J f:2:s.1 Will your business store, use, or handle carcinogens, reproductive toxins, or Acutely Hazardous Materials? :::J -§;a Will your business be located within 1,000 feet from the outer boundary of a school and handle Acutely Hazardous Materials? U 111: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT 9 answer to any of the questions is yes, applicant must contact the Air Pollution Control District, 9150 Chesapeake Drive, San Diego, CA 92123. ,phone (619) 694-3307 prior to the Issuance of a building permit. ES NO :J r::g, Will the intended occupant install or use any of the equipment listed on the Usting of Air Pollution Control District Permit Categories, on the reverse side of this form? :JD (ANSWER ONLY IF THE ANSWER TO QUESTION 1 IS YES.) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K thru 12) as listed in the current Directory of School and Community College Districts, published by the San Diego County Office of Education and the current California Private School Directory, compiled in accordance with provisions of Education Code Section 33190? · fly describe nature of the intended business activity: {?.;IJ,zm11ct:-v -r.::n:.,qt... RBe:7J-7::?..a,<.-/ 0,e of Owne.!:._or Authorized ~ge_m: t:!:-,:/,..,,,_~ I ,!. , /."), mJ/t..- ·,ature of Owner or Authonzed Agent: I declare under penal st of my knowledge and belief the responses made herein are -~...::::;;.,~=~~777ic:=====-----Date:;)lf J'fn<-'L'Yh:'jc: /9~/ and correct. NOT WRITE BELOW THIS LINE E DEPARTMENT OCCUPANCY CLASSIFICATION: ___________________________ _ _____________________________________ Date: _________ _ EXEMPT FROM PERMIT REQUIREMENTS APPROVED FOR BUILDING PER!IIT BUT NOT FOR OCCUPANCY APPROVED FOR OCCUPANCY 0 UNTY HMMD APCD COUNTY HMMD APCD COUNTY HMMD APCD D (10-90) I • ( "; I DATE /v1/ry 1 f ENOR----=-W.--'N'---·--- PROJECT -burkett id &wong • strvctvrol & clvll en9rneers I : SHEET _______ _ JOB NO 12-4:8:A II HCH PARTNERS JUN 141991 RECE!VE!D FAX (619) 274-2580 Fire/Building/Life Safety/Consultants (619) 274-2905 SCOPE: This is a report to the Carlsbad Building and Fire Department concerning the ISIS Building. The purpose of the report is to compare the maximum permissible amounts allowed in Table 9-A and 9- B of the 1988 UBC and the actual amounts to be used. CONCLUSION; After analyzing the chemicals that are stored and used at the ISIS Pharmeacuticals Plant, it has been determined that this building is a B-2 occupancy provided that the limits of the storage and use of chemicals as described in this report are maintained. CHEMICAL ANALYSIS A list of chemicals was provided by ISIS that represent the chemicals that are presently in storage and use at the ISIS Manufacturing Plant. There is approximately 600 chemicals stored and used at the ISIS facility. Most of the-chemicals in use are used in very small amounts, usually ranging from 1 gram -soo grams. Our study of these chemicals indicates that when compared to the hazardous materials groups listed in Article 80 of UFC, for a sprinklered building that the chemicals in this building do not exceed the excepted amounts for these hazardous material groups. This was accomplished through breaking down the 600 chemicals into the major hazardous material groups listed in Article 80. CORROSIVES Article 80 exempts 10,000 lbs. of solid and 1000 gallons of liquid · . corrosives. There is presently less than 200 lbs. of solid and 200 gallons of liquid corrosives in use in the building and will not ·· -come close to challenging the excepted quantities. ••/if IRRITANTS ~>::~Article 80 exempts 10,000 lbs. of solid and 1000 gallons of liquid. · ·. _. · ;_'._-, The amounts of Irritants in the building again would not come close ·:.f-"f ~;{{to challenging these exempted amounts. . . . .~-·. .· 4901 Moreno Boulevard, Suite 126 • Son Diego. California 92117 •' ,, ' •,_., Page two SENSITIZERS Article 80 exempts 10,000 lbs. of solids and 1,000 gallons of liquids. The present amounts of sensitizers in this building would not come close to challenging these exempted amounts. OTHER HEALTH HAZARDS Article so exempts 10,000 lbs. of solids and 1,000 gallons of liquids. The present amounts of other heal th hazards in the building would not come close to these exempted amounts. < PYROPHORIC MATERIALS Article 80 exempts 4 lbs. of pyrophoric materials and 8 lbs. of pyrophoric materials in an approved cabinet. There are no proposed uses of pyrophoric materials in this building at this time. If future demands call for its use, it will not exceed the exempted commodities. FLAMMABLE LIQUIDS An H2 room has been provided for the storage of 120 gallons of acetonitrile. Actually, 3-60 gallon drums will be stored. Two will be filled with Acetonitrile and one will be empty to be available as a waste container for used Acetonitrile. The UFC recognizes empty unpurged containers as full for purposes of gallonage calculations. One full drum will be used in the process and one full drum will be in reserve. Explanation of process: · Sixty gallon drum under 15-30 PSI pressure delivers Acetonitrile through 1/811 Teflon Tubing into a B2 laboratory with four-DNA synthesizers in which this liquid is processed and returned back to -the 60 gallon waste container in the H2 room~.-· Per UFC and tha Car-lsbad Fire Department, the H2 will comply with Chapter 9 UBC, as well as Article 79 and 80 of the UFC. This system·will never contain more than 6 gallons in the B2 area. An excess flow valve will be provided on the supply line in the H2 room. The wall penetrations will be as approved by the Building and Fire -_ Departments • ' -:~-- ,:/~:}:_'i:n addition, the B2 lab has a secondary process involving 10 _-__ ~.-gallons of Acetonitrile within a closed system which during the · _· process is diluted with water and ends up a non-flammable mixture. Acetonitrile is a Class I-A flammable liquid with a health hazard : ::·· classification of 2. This liquids is not highly toxic by · definition. ~-=--.. --- ·-"." .. Page three COMBUSTIBLE LIQUIDS Article 80 and 79 will allow 240 gallons _of Clas's II in storage and 60 gallons in use. There is presently less then 10 gallons in storage and less then 5 gallons in use. ORGANIC PEROXIDES Article 80 will allow 1,000 lbs. of Class 4 Organic Peroxide in the building. There is presently less then 5 lbs. of Class 4 Organic Peroxides in the building. OXIDIZERS Article 80 will allow 500 lbs. of Class II oxidizers in storage in the building, and 500 lbs. in use and so gallons in storage and 50 gallons of liquid in use. There is presently less then 5 lbs. in storage and 2 lbs. in use in the building. WATER REACTIVES Article 80 exempts 100 lbs. of solid and 10 gallons of liquid Class II Water Reactives. There is presently the following Class II Water Reactives in the building: Sodium Metal 500 gr. Lithium Hydroid 100 gr. Lithium Amilde 100 gr. Sodium Hydroid 200 gr. Potassium Metal 200 gr. Lithium Aluminum Hydroid 100 gr. Calcium Hydroid 100 gr. 1,300 gr. (3 lbs.) There is no intent to ever exceed 10 lbs. at Class II Water Reactives in the building. Article 80 exempts 10 lbs. of solid and 1 gallon of liquid Class -III Water Reactive materials. There are presently the following Class III water Reactives in the building. ,·. -:::-, .-_ Phosphorous Pentoxide Phosphorous Oxychloride Butyl Lithium -:: _· . ~- 500 -gr. 500 gr. 500 gr. 1,500 gr. (2.5 lbs.) -· ·,: "_ .· The 2. 5 lbs. is below the excepted 10 lbs. allowed by Article 80. . , .,. . -_, ~ .. Page four There is 300 milliliters of Butyl Lithium which is Class III liquid water reactive. This 10 oz. amount is well below the accepted 1 gallon amount. I HIGHLY TOXICS Article 80 allows 2 lbs. of solid materials. There were two highly toxic materials determined, Sodium Azide 100 gr. and Chloroethanol -50 gr. This is less then a 1/4 lb. of material. FLAMMABLE SOLIDS Article 80'allows 250 lbs. of solid material. There is no known amounts of flammable solids ·in the building. UNSTABLE (REACTIVE) MATERIALS There· is no known amounts of unstable reactive materials in the building. This review confirms that the amounts of hazardous materials that are used in this building are within the accepted guidelines for a B-2 Occupancy. The safe handling and use of these materials is not discussed in this report. If any questions or further information is required please notify. Sincerely, w~~/mv William J. Tomes WJT/mv -,. ''.:;,,''...... -.--· .!' · it/ ;ij~4!J;:~::~,~~! ..•. +~~~~~~~~i~t,~ --. . ' ,.. - • •••• .3-• ;· ., .·,,/·: ,'• • ', .,- . . . ~ ---.. --: . / . ,::_:-.. 5_.: •• ",i ••.. ' Bristolite Industrial Products t:."4!1"°"": t/S.:!:L: !:~S-CM flUTJtA~...00\A.~ 11:J'C" ~otl •·s&,J-11'"~ - I\IODEL: A:RS-SF The approved Bristolitei Self-Flashing Explosion Relief Skylight Domes are designed to dissipate the pressure created by explosions within a structure. These one-piece domes release within milliseconds to provide clear openings in the roof structure through which the pressure differential is equalized. FIBERGLASS ACRYLIC MODEL CURB OPENING PROFILE MODEL CURB OPENING PROFILE NUMBER. (Inside dimension) HEIGHT NUMBER (Inside dimension) HEIGHT 4848 ERS 48"x48" 10" 4848 AERS 48"x48" 10· 4896 ERS 48"x96" 10" 4669AERS 46¼"x69½" 12· 4896AERS 48"x96" 15" NOTE: For Double Dome add '"2" to model designation. For color of acrylic refer to page4 and add appropriate letters to model designation. This unit can be supplied as a curb.mounted model by adding "CM" to the model num-ber or as a self-flashing unit by adding "SF" to the model number. SPECIFICATIONS Explosion Relief Domes shall be No. _ __,,.....,---,-as manufactured by Blistolite Sky-lights, Santa Ana, cant. The fiberglass or acrylic dome shall be attached to a self-flashing or curbmounted frame fablicated from 6063-TS extruded aluminum. This attachment is made with specially designed breakaway bolts designed to release the dome when pressure on the dome surpasses 15 lbs. per square foot The self-flashing curb shall be 4 inches high with a built-in water barrier and seepage gutter for drainage and a 2¾ inch roof flange. The curb mounted unit shall have a 2 mch counterflashing flange. All units are guaranteed against defective workmanship and matelial. Explosion Relief capabilities are also available in com-bination with ventilated skylights and smoke hatches. STEEL SECURITY GRILLE SC-1 SC-2 Bristolite~ Drop-In Security Grilles are all steel. They are designed for easy installation before a Bristolite Skylight or Smoke Hatch is set in place over the roof opening. These units are available in three models (pictured) and all sizes. , 18 . ... ~ ,_ __ •:r.~ ~-.. _-· -~. :· ... ~ Bristolite® Roof Access Ha1e1e5 '.'.:,Y.· ,:.... ~ • ......... __ • to open to a 90° position. These :-.2::·'!:: z-, 3-il , .,._ ,..,,, tectural and construction require:ne"':: .: 1 !°.!!"t,..,... .• ..,.. also available with acrylic or f:bergla~ :::,,'tr'~ ALUMINUM MODEL NUMBER 3036 AH-10 3036AH-5 CURB OPENING PROFIU -. (Inside d,mens,on) HE!Gl!T - 30"x36" 3o•x36" FIBERGLASS DOMES 3036 AHD-10 30"x36" NOTE: Other limited sizes are available upon~ ~-_ .... height in inches. SPECIFICATIONS Roof Access Hatches shall be No. • lights, Santa Ana, Calif. The door shall be~., · attached to a pivot hinge and secured by a SWM1 ~ and padlockinQ provision. Contact factory _for eGC! against defectJVe workmanship and materia SC-3 SPECIFICATIONS .----.... Security Glilles shall be No. Tile iiiia The bars shaD be½ inch sofid stee1all4; wi,1e111_111 • SG-1 and SG-2 the vertical bars~ .........i ~ short dimension and shaD be pnme i-·-16_. direction on model "SG-2" only shall be app!OX- in both directions. ...,,,.. v·-- • ~ ·=-··r ,·'. · ::::·.es are .-_ ,:-.c.:::~ ·:-:. ·e-nents, ~~ ftL~:..T ~i;, .. - L ! I s ',, ( ' ~ . ; ' .l) j ( · - 'l ,; \ \ ~ \ I \ ' < I . ------· __:.____.i1 \ ! r .. -··. ·I ...... --t l l I l ' ,! \ •\ ' l \ I l ' l \ \