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Home My WebLink About1969 PALOMAR OAKS WAY; ; 87-234; Permit0 .•• I horeby.af$lrm that I am licensed under j. provision. of Chapter 9 (commencing with i -:49 I 'Section' 7000) of Division 3 of the Business ,' rand Professions Code, and my license is in - L ,1fult force and effect. .,.._ - .., t.... ( i.4 -.••.'q. - I hereby. affirm, that 'I am exempt .1mm the Contrac aj - 41~- - .tnrs License Law for the following reason (Sec. 7031.5 - Business and Professions Code: Any city or county which re ., quires a permit to construct, alter, improve, demolish, or - r4 repair any,structure, prior to its issuance also requires the ap- plicanl to, such permit In tile .a signed statement that he is olicensed pursuant In the provisions 01 the Contractors License Law (Chapter 9 commencing with Section 7000 01 Division 301 the Business and Professions Code) or that is en' empt therefrom and the basis for the alleged exemption. Any violation at Section 7031,5 by an applicant for. a perm( Sob' edo the applicant to a Civil penalty of not more than live hun- dred dollars ($500)-- I 1 1. as owner of the property, or my employees with wages as their sole compensation will do the work and the struC lure is 1101 intended or ott ered br sale (Sec. 7044, Business , and Prntessions Code:,,The Contractor's License Law does . -tnol apply Is an owner, at. property who builds, or improves I 2M . thereon and-who does such work himself or through his own m , " , ' employees, provided'thal such improveents are not inlend-, . W _,,.ed or offered Or sale. If, however,, the building or improve- Z meol is sold within one year 01 completion-the owner-builder Will have the burden 01 proving that he did not build Or im' ,- prove for the purpose 01 sale).-'. ., )i( I, as owner of the property, am exclusively contracting - withlice050d contractors to construct the project (Sec. 7044, I Business and 'Professions Cede: the Contractor's License s- Law does not apply loan owner of property who builds or urn - - proves thereon, and who contracts for each projects with a .' ( !__ contractor(s) license pursuant to the Contractor's License .. Z Law). '. 2 I- ' - 0 As a homeowner lam improving my home, and the 10110w'' 4 ,'Jng'condilionseoist: q,- • , 59'5 I. 'The_work is, being performed prior In sale. 2. t'.hUve'lived ,in myr home tortwelve months .' prior to cempletion,ot this work. S UJ 3. I have not claimed -this exemption during the-!I 0 .' , last three years. a- 0 lam exempt under Sec' " B & P.C. for' this reason ' .0 , I ' - .1, - .,_-----------n-. -'a - I he'reby'attirm thI I have a cerliticate'oI coO Otto. ) 'seltinsure. or a certiticate,ot Workers' Corn ation In. surarrce. or a certitied copy thereot IS .. Labor Code) POUCYNO. . COMPANY Copy isifiled w lh the crY* .4 D certite,a copy s hereby bumnishedl , -I-. . ' ,,._. •___ ,. - . -. I 'I"II d "' '- ' I el? 0 CERTIFICATE OF EXEMPTION FROM - . . 0 WORKERS COMPENSATION. INSURANCE U) 1 (This section need not be completed it the permit CC ~is*f6r one hundred dollars 10100101 less) le I i cerr1ty, lhat'in theperlormance at the work for which , this permit is issued. 'lshall not employ any person in any 0 '. manner so as to become subject to the, Workers' Compen. ' salion Laws of California. ,,.,NOTICE,Tó:APPLICANT: ltatrermaki,ng this Certificate of E ernpt on yea Should become subject to the Workers' uCompunsation provisions otthe Labor Code, you must i-. . 110rthwi1h comply with such provisions' dr this permit shall 11, be,deemed revoked.'". '-'-I hereby affirm that . ther.' e.is a construction lending CC agency to the performance at the,ork for which this pe mit-iL 'issued' V. 3097, Civil Code) - p UJI Leveler's Name L Lender's Address__________________________________ - USE BALL POINT PEN ONLY & PRESS HARD -I • 'L., - APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. t, -' .. CARLSBAD'BUILDING'DEPARTMENT' L 2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438-1161 - -- APPLICATION & PE MIT 4 JOB ADDRESS AV, ST, RD. NEAREST CROSS ST. DATE OF APPLICATION BUSINESS LICN$ A , VALa. - 1969. Palomar Oaks Way - ' - . i71 1074,902 LOT I BLOCK SUBDIVISION 'ASSESSOR PARCEL NO. CONTRACTOR . CONTRACTORS PHONE a .ZONE---- - 87-234 - 2i3 -O92- 2-0 L- OWNER'S NAME OWNER'S PHONE - CONTRACTOR'S ADDRESS STATE LICEN 0. BUILDING SO. FOOTAGE -.. .1 ' ' . , . . . OWNER'S MAILING ADDRESS .. DESIGNER S5o iT-u,4O- A1. C(b' 20ç) , • DESIGNER (S PHONE 43 DESCRIPTION OF WORK L4VT I _?' ,00 . - - - T. 1 . Create 15,437 sq. ft. office and DESIGNER'S ADDRESS STATE LICENSE NO. ---- - ' -, - - -. .4cj4 CA 36,241 sq ft warehouse and manufacturing 0019 06/25 0101 02B1dPiT(t 35719 7 NO e'nrc P EDU F ELEV. in shell building YO ND STORIES HI 'I3 H6 1 07 - - ' - ARKING SPACE TES UNITS GRADING PERMIT ISSUED REDEVELOPMENT. - ' TYPE -. 0CC LOAÔ FIRE SPR AREA - ' ." -. :: - CONST - YO N 0 sO NO a VN Y14. NO Not Valid Unless Machine Certified — O PLUMBING PERMIT ISSUE a 1 QTY MECHANICAL PERMIT -,ISSUE 5 - SUMMARY/ACCOUNT NUMBER - 37 EACH FIXTURE TRAP 92-.50 11 INSTALL FURN DUCTS dP TO tOO 000 BTU 9 00 BUILDING PERMIT 001 8)000008220 2,871 00 .1 EA,CH BUILDING SEWER ' - '- 6.50 19 - -OVER 100.000 BTU , - 209.00'-- SIGN PERMIT ----- 001-810-00-00-8221 6 EACHWATERHEATERAND/ORVENT _E 15_00 BOILER/CO MPRESSORUP103_HP PLAN CHECK 001-810-00-00-8821 1 _866_00 EACH GAS _SYSTEM_(104 OUTLETS* a BOILER/COMPRESSOR 315 HP - . TOTALPLUMBING _001781000008222 J21_50 -' EACH GAS SYSTEMS OR MORE '- — METALFIREPLACE _____-_I .. ------ELECTRICAL _• ___001_81000008223 2_005_00 -EACH INSTAL___ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT MECHANICAL' 001-810-00-00-8224 246_00 .-EA CHVACUUM _BREAKER - 2 MECHEXHAUSTa.,_HOOD/DUCTS 13__00 MOBILEHOME ___001_81000_00_8225 WATERSOFTNER RELOCATION OF_EAFURNACE/HEATER__- . SOLAR ______001_81000_00_8226 - — LEACHROOF_ DRAIN (INSIDE)__'•, ...-,, DRYERVENT -'.- _'_-..' - --STRONGMOTION _880-519-92-33 - _'7.5.24 - TOTAL MECHANICAL ,,- - - - 246 00 FIRESPRINKLERS ____001_810_00_00_8227 TOTAL PLUMBING ' 121___50 PUBLICFACILITIESFEE_ _3208100000_8740 _ QTY ELECTRICAL PERMIT ISSUE_ u___5 OTY -. '- - MOBILE HOME SETUP BRIDGE FEE -360-810-O00O-8740' ' __(AREA PARK_IN_LIEU :•wCONSTEAAMPfSwTBKR ___-__- -- _-. ' CARP0RT', _'' _'-.:-. _'- _-,•• , __-- - _____-,134-810-00-00-8835 --2,16,1 .00. - I PH. 480 __3PH 2000A 2,000. 0( AWNING LA COSTA TIF 13381000008835 EXIST BLDG EA AMP/SWT/BKR - ' GARAGE FMF -_ I PH 3 PH 'LICENSE _001_8100000_8162 26_873_00 REMODEL ALTLR PER CIRCUIT ) l MIFF 1 _07__c1590____8805199257 1,701 _00 TEMP POLE 200AMPS -o C -OVER 200AMPS _-_-- -• ' - -:---- 1 - - .. TEMP_ OCCUPANCY (30DAYS) CREDITDEPOSIT - (2_200__00) TOTAL ELELTItILAL -- - - TOTAL - ... - , I ,. a -- , O- TOTAL FEES PAYABLE -----. ' ,UU.Uf , - , - -.---''-a-,-, _----_,. - x _•.• - _- _-35-.719.74 - I HAVE CAREFULLY EXAMINED THE COMPLETED 'APPLICATION AND PERMIT' AND DO HEREBY Expiration. Every permit issued bylheBuilding Official under the provisions ot this -' * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void. It the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING 5' 0- DEEP AND DEMOLITION OR CONSTRUCTK>N OF THE authorized by such permit is not commenced within 180day fro the date of such DECLARATIONS ARE TRUE AND CORRECT AND FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or II the building or work authorized by such rr "s suspended of - STRUCTURES OVER 3 STORIES IN HEIGHT I - ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned at any time aftertheworkis commenced STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND - APPLICANT S SNATURE for a period 0)180days, APPRO - 8Y •'- OWNER CONTRACTOR 0 -- DATE - (t-' .- KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND - EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OFTHE 1 GRANTING . BYPHONE 0 J1 OF THIS PERMIT.- a)' - 0 - C-to U :TYPE . .DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL' MASONRY.-. GUNITE OR GROUT SUB FRAME 0' FLOOR 0 CEILING SHEATHING. 0 ROOF .0 SiEAR- " ' 2 FRAME EXTERIOR LATH, INSULATION INTERIOR LATH & DRYWALL 1 PLUMBING •.- . _______ _________ 0 SEWER AND BLICO 0 PL/CO UNDERGROUND EcWASTE 0- WATER TOP OUT Cl 'WASTE " -. 0 HATER TUB AND. SHOWER PAN ' GAS TEST EJWATER'HEATER 0 SOLAR 4ATER: -' ELECTRICAL 0 ELECTRIC UNDERGROUND - UFFER -- ROUGH ELECTRIC : * 0 ELECTRIC SERVICE 20-TEMPORARY E BONDING - 0 POOL ______ ' - V V V -V .V---MECHANICAL.' 0 DUCT & PLEM, 0 REF PIP7ING HEAT—AIR COND'SYSTEMS. VENTILATING SYSTEMS L V • CALL 'FOR. FINAL' INSPECTION WHEN ALL APPROPRIATE- -- - 17aIC' Ane%llfr LI A ki kI%A 1.3 , . .'. FINAL PLUMBING' . - -'- - - 4 -'• - ELECTRICAL MECHANICAL GAS. BUILDING.' SPECIALCONDITIONS - - -. V.-. . •) *-- ,VVV V - \''V \ - '- V FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS . INSP'ECTOR'S NOTES INSPECTION INSPECTORS DATE CHECKED SOILS COMPLIANCE PRIORTO FOUNDATION INSP , . . - V • . STRUCTURAL CONCRETE, OVER 2000 PSI PRESTRESSED -CONCRETE 'POST TENSIONED . - ' - - - ' V - - -'' . - V • CONCRETE FIELD WELDING ' ' V . ' ' -. - V • - - ' - V HIGH STRENGTH - - ,- -' - V 4V:VVV__ - - . V • • - V : BOLTS 0 SPECIAL MASONRY PILES CAISSONS - . • • '' V V - V - ' . .: V - V V - . . V - . .- V 1 ._ '-.- - , . V L,.V. ______ • - •VLVV , V VLV V V V ...-('- V - , V ' V V . -V V. , V. V V •, V - , , V VV '. ' • V :. QQj r\ 0T-01T 2?,Th4c' - V•V-V V\ S.' — - •- . - -- .T-4:, I - V,,V.V.V 1 V ,.,.V,V VV V'tV . .. V•_1_ . - V .... , •,,' V -_:_ - , '-V S. - — - — --- BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA CARLSBAD BUILDING DEPARTMENT ADDIH'ATIrN 1. pM' ---. s'fl -.? c (2075 Las Palmas Dr Carlsbad CA 92009 1915 (619) 438 1161 --- 'affirm i... _ _ ...........- •0 . 5 U I hereby that I am licensed under I .- b.A O cc proyIeióhs of Chapter 9 (commencing with I he Busines Lcard te5b0:tyt :L4'7 RESS AV. ST.R . THOMAS BROS 0. i_ DATE OF All CATION 7 BUSINESS LICENSE # VALU,. . PERMIT Nut. Z full force and effect-~._ .LOCK * 8 CONTRACTORSPHONE#- -ZONE' SUBDIVISION ASSESSOR PARCEL NO. CONTRACTOR.,. Li ense.Law lot the reason (Sec. 331. Businescs and Profe wing f( Cø -'s ssions OWNER'S NAME OWNER S PHONE improve. demolish. 'or %I r o construct .,after.hyperm .c e, prior to its issuance also re uires Me ap- j C,.. . ,,j:. 33 I 'Y CT3S ADDRESS STATE LICENSE NO. - —. BUILDING BUU.0INGSO.F9çTAGE., cens:d pursuant to thesisions of Me t;onlracl.r £ 7 V / ?. HLicense Law (Chapter gcorLncorg with Sec 7000 ol OWNER'S MAILING ADDRESS Ccrf")-~~;"n"'enx, empl therefrom and the basis, for 11 ss'P Oce,,, co 4V/r , E.. Cq. 9.zcy - -PHONE ,, ;- . .. v io:alIheappIcant teds ba Cr01 penaltyol not more lye hun OESCRIPTI N F W RK - _______________________________________________________________ - - 0 died dollars ($500). . :1, as owner 01 -the properly. ormy employees with wages SI . - DESI NERS ADDRESS - _ STATE LICENSE NO. Nv1 0.7/ 29 is.si rel..c. .& 128-00. V. 5515 lTt. E slruc as Ireir sole compensation willdo Rework, and lIre lure is intended .E tE qf )r0 ..I tIl_'4.(J1 - ..17. w - - not or'offered for sble jSic.. 7044, Bu si ~ss .. 'and Professions Code:., The Conlraclors;License law does F/P F LR EL EV. - NO 0CC GP EDU - I - 001 apply 10 an owner 01 property Viho builds,or, improves I the eon and who does Such work himsell or through his own . F STQRI ES -. - _•S•S._ - - - -D - - ) employees. provided-Itrat-such improvements are not intend- n'D ND. - . .• . . . . - . • . Z mnflhissoldwnoWyearotcompofl'ihewnerilde,f - CENSUS TRACT. SPAAKJNG SPACE RES UNITS GRADING PERMIT ISSUED REOE VELOPMENT - . STYPE • .0CC LOAD.. FIRE FIRE SPR will have the harden 01 provmg hal he did not build or rn- - . -. AREA, . _ .( CONST o -'prove lot tltepu?posoot -sale). . - . . nO N D . - y ND i' . - YO NO S. Not Valid Unless Machine Certified -, I. as owner 01 the property, am exclusively contracting --'---s--j- $1 h licensed 0lractorS 010 . . • S. - . - . . . . . 1 . ' - Co t B QTY. PLUMBING PERMiT,. ISSUE OTY -. MECHANICAL PERMIT ISSUE - - • - S. S. - SUMMARY/ACCOUNT NUMBER . • - . • • Law.doesnot apply ioati'owner utproperIywhobuilàsorim- _____- . C • . I .- - - ,. - Z ruvesthereooandwItOCOntractsIoteacIrpro1ectswitIta o.lriiclor(s) license pursuant to the Contractor's Licen s EACH FIXTURE TRAP. r-.-;&. . - - . - p CL INSTALL FURN. DUCTS UP TO100 000 BTU - - - - BUILDING PERMIT - 001-810-00-00-8220 - - Law g (L I EACH BUILDING SEWER ' '-'.._S - — - - OVER 100 000 BTU - ' SIGN PERMIT -001-81-0-00'00-K211 C- cc e-liAsahomeownerlarn rnprovingmyhome aod the lollow EACH WATER HEATER AND OR VENT BOILER/COMPRESSOR UP TO 3 HP - PLAN CHECK - 00181000 008891 — u__i h5:rl1 to :9romrr1rior EACH GAS SYSTEM (104 OUTLETS' BOILER/COMPRESSOR 315 HP TOTAL PLUMBING 0011-810-00-00-8222 / - a- UJI • - prior to completion of thlswurk. I- ----'-3,.....hauenot claimed this exemption du(ing'Ihi'"I -- - — - - . -S EACH GAS SYSJEMS OR MO'RE * :t. . S. • - - . - METAL FIREPLACE - - - - - -- • 'ELECTRICAL - - 00181000008223 - - - last three years. - . . j 0 lam exempIulerSec..'Tt - BE p CI lot lhs reason !w 1L - EACH INSTAL ALTER REPAIR .AT ER PIPE ______________ — VENT FAN SINGLE DUCT MECHANICAL 001-810-00-00-8224 .. - - S. ._ .. g I EACH VACUUM BREAKER -. _.. - MECH EXHAUST HOOD DUCTS - MOBILEHOME 001 810 00008225 in - -- -: _. WA1ER SOFTNERI -is4- .4 .- — .( RELOCATION OF EA FURN tHEATER - .'- SOLAR 001 81000008226 1/) e- Ca;i° Ito i EACH ROOF DRAIN I NSIDEI t \.\ DRYER VENT TOTAL MECH1 STRONG MOTION 880-519-92-33 FIRE SPRINKLERS 001-810-00-00-8227 su ance 0 ,Jaa dcopyfhe eotlSeC 3800 Labo Codel If I * OL 'TO 1At. PLUMBING 1 '-/ —4'-PUBLIC,FACILITIES FEE 32081000008740 BRIDGE FEE 360-810-00-00-8740 - iE i-: Copy s bled w lIt the C ty - -.I- QTY - ELECTRICAL PERMIT ISSUE " OTY L (1'ILE R9 SET - " — * — - - — %_T PARK-IN-LIEU (AREA -- ._D CertiIiedcopyisreby.Iurrished ..,......i _.. _NEW CONST..EA AMP'SWLBKR......,....._ - 'ki - CAR PORT .-.., -.5. _-...-_ _. TIFS... - - -• .312-810-00-00-8835 do . (3 * ----- I I PH \ b ( ,.,3 PH - - - -- 1 AWNING F LA COSTA TIF 311 -810-00-00-8835 3CERTIFICATE OF E)MPTION FROM - ... WORKERS:COMPENSATION INSURANCE ------ EXIST 8IDG EAAMPfSWT BKR f ' - - -"1 - -- - GARAGE : FMF - - IL U Ill 7Th s section need not be Completed I the permit I lx less) I PH \ It 4 \.m. 3 PH .- . ______________ *o -- - -5- ______________ LICENSE TAX 001 810 00 00 8162 — '- . - - - 5 o e N II ed dolla slSlOOln I DA ci'rtlythat the performance ol the work bo which I — REMODEL ALTER PER CIRCUIT — MFF 8805199257 - .0 ..thisoermdisissued.IshaiInotempioyarrY person.wafly - TE-MP;PoL--'?oo'AMPs- S ' 4 - - - - 4, 5-- - •- 5-- - S. - • - _,- ---------------—-.-,. - .- - Workers'Compen- m nner so as become subject to the sat o Laws xl Cal 10 a - - OVER 200 AMPS 1 t 4' NOTICE TO APPLICANT It aftermak op this Certificate, 4. t Exempt 0 T,u shouldbecuwe sub iectto the Wu ke S I ._. 1'EMP OCCUPANCY 130 OAYSI .- I -.2 'p Compensation provisions 01 the5Labor, Code, you must411 ) ---- . . — - -- —'- - CREDIT DEPOSIT — - - - - - - - * - be deewedren0ked.i Ljt - OTAL ELECT RUA1 I - - IOTA) 1 - TOTAL FEES PAYABLE - - — ----- i-4- - — t4l t:.- - - - . - . I ' r DI,herebyfIirnr that there is aconsuuctl9leFdlaj_. I HAVE CAREFULLY EXAMINEDTHE COMPLETED APPLICATION AND PERMIT' AND DO HEREBY CERTIFY UNDER PENALTY 0F PERJURY THAT ALL INFORMATION' HEREON INCLUDING THECode Euprratlon.Everypermit issued by the Building Official under tileprovisions oltyris Uthe building or work * AN 051-IA :i ISREOLJIRED FOR EXCAVATIONS OVER - UJ pey!ormance of the work for which this P~r~ DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS authorized by such Permit is not enced within 180 days from the date of such Comm 50 DEEP AND DEMOLITION OR CONSTRUCTION OF - I)mit'isu'edlSi 3097, Civil Code) - ''' -.r - ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON permit, or it the building or work aulhonized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT Z -- +- abandoned at any lime after the work is comme od for a period 01 180 days.________________________________________________________ TYPE . DATE INSPECTOR BUILDING .• - • 'J FOUNDATION . .• .- //o%7 (1 V' REINFORCED STEEL MASONRY .. GUNITE OR GROUT SUB FRAME DFLOOR U CEILING -. -- - -.• -- SHEATHING '. U ROOF - U SO EAR --- -•--- - - FRAME'-,Z%"':; EXTERIOR LATH INSULATION •. INTERIOR LATW& DRYWALL PLUMBING U SEWER AND BL/CO Li PL/CO UNDERGROUND U WASTE EJIWATER - -. -...... TOPOUT: :EJWASTE- "'."04,1ATER7. TUB AND SHOWER PAN GAS TEST--- -- - : ;r: U WATER HEA1-ER.:_U SOLAR WTER-' -. J...' -; ELECTRICAL. i:i ELECTRIC UNDERGROUND .Ej, UFFER. ' • - . . I RO9GH ELECTRIC VELECTRIC SERVICE.. LJTEMPØRARY-. . ... U BONDING" U POOL - - • - I- --- / .; MECHANICAL ;IbUCT & PLEM., -U REF. PIPING W42-7 /i HEAT —AIR CON D. SYSTEMS . j•f/Jj -_______ VENTILATING SYSTEMS : z-: - •• - CALL FOR-FINAL INSPECTION WHENALLTAPPROPR!A TE - ITEMS AR() VF HAVE REEN APPROVFI) 'a : FINAL. PLUMBING-.' . ELECTRICAL . -:.- •. . - MECHANICAL - -.//,.1A -.:/t -' GAS .'.'.-- ..:..,. BUILDINGS-. 4:,1I:. SPECIAL CONDITIONS t_ i •?'• -t - - .-,a .. . • *1,. '4 * .,.. ..S4& - - . . - -. -_- . - - - - . - - - 5.-•. • -. . . , *• .t -.4 - -a S-.' ,. ('€ - - -.. . ,. . - . . .-. .- -v... - .. - . .• •__i .4- - .• - - - .• a; FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS ---' INSPECTION 11 IF INSPECTOR'S DATE - .- - - INSPECTORS NOTES REO. CHECKED APPROVAL : SOILS COMPLIANCE FOcNp.AJ!ONIP_;_.,.__. -....._ STRUCTURAL— CONCR*ETE-- r -. - - - ".• - OVER2000PSI PRESTRESSED.'___., - . .4 4. •-. . . . -. . S 'CONCRETE' - 4 " POSTTENSIONED'IV ''" '----------------- --•- CONCRET.._ /'• - -- .t ..FIELD WELDING..- HIGHSTRENGTH - - - — - .5. - -SPECIAL-MASONRY . - . .. ... -..-. . 5 ---. - - - . - .----• .4-.,. .- - . - 4.-.--- - - - I- . ________.,. ,... 5- . - ;-,-.,•.., 4. •J - .-•. .5 - 4 5 - -PILES IT IITT T1_I - 7 - - - I t- j — - II __.t -.4-- ----i.-- ._t'L •-._. 5.--1- ______________________ I I . 44. - 7 . .-. . .-a s . • . ..- - -- — - - — -. - - 1 - - -r--- , ---- - -. - .--'_ -----------.--- ._11__L_.-5_I __. . . ':.'- - - •- . ... ;f5r.. - . .1 --, . * •-! ...... ''- •..:...; - •- • -- . - - - - -. oi' cior 5. . - - . - - . .5 .. . -. C - .. - . ,_.. ... _. • . - - I -. .•.-,., .:..... - - - - 1\ .- - c_..-. - -- 5 .*,.4• ' . - .......•-' C • '.l I..j .. ...'. . .4 V V• 5.. . - , , V . .5 ... . - •••. -. I. 'V I •.-. V •V S. DEVELOPMENT PROCESSING SERVICES DIVISION. V V V ' V• ,2075LASVPALMASDRIVE- V CARLSBAD, CA 92009-4859 (619) 4381161 MISCELLANEOUS FEE RECEIPT, Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS fik ,PLAN. IDNO I A PARCEL SSESSOR'S OWNER 1j '1j14, LA MAILING ADDRESS tJd(i)4ir. 46 t_3 .L_., Ck. - , CITY V ZIP 7 7 TEL. V V V VALI81QJ,4El 65Mi 2.00 00NTRACTOR V 4 V ESTMATED VALUATIONV .5 CONTRACTOR'S MAILING .5 - - PLAN CHECK FEE 001-810-00-00-8821 - -22-OO-- V ADDRESS IF THE APPLICANT .TAKES NO ACTION r V . V * • S V WITHIN 180 DAYS PLAN CHECK FEES" CITY - ZIP TEL. V V WILL. BE FORFEITED; STATE BUSINESS V LICENSE NO. LICENSE NO. V V V . - . . V • SUBDIVISION VV LOT(S) LEGAL DESCRIPTION V. - DESCRIPTION OF WORK. CHECK IF SUBMITTED 2 ENE,RGY.ALCS - ..2 1987 ENERGY CALCS V V ' FOR NONRESIDENTIAL BLDGS' 2STflUCTURAL CALCS Pui.c tAC FI&J VIV, V V :V IL- VV 1 2 SOILS REPORTS V V V ,V2 SELF ADDRESSED ENVELOPES V. V DATE GIVEN! - •V -DATE V V V SENT TO . 'APPLICANT V I V' CITY (A1V*c) ZIP TEL. J .. V_ 'V ;• - S. 4 CERTIFICATE OF OCCUPANCY V APPLICANT'S SIGNATURE 1 V V DATE '• V 5, V V V V V VV VV •''• V V V - - V V / V . • . .• - .._* -. ••'•V• V_ S . VI ;V V•4V, V . - -- -_ ' V I V - . • - - 4 _ -V - it_V - White File Yellow Applicant Pink-'Finance Gold Assessor V - _ 'V . V - • - -V. - . - V V - *3 V S• V4V •V V CONTACT PERSON - . - V LA COSTA LETTER - V ADDRESS fill PAOMPIt V :. •4 SCHOOL FEE FORM A V P & E N I CORRECTIOS LIST / --' r - CASHIER'S VALIDATION (llitg of (1tar1øbai SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER SE ''ri BUILDING PLAN CHECK NUMBER PC BUILDING TYPE ' , 4 BUILDING ADDRESS ?Jt ,,I f ( NUMBEROFEDUS \ c1 ( OWNER CALCULATIONS MAILING ADDRESS . c'. 9z,i ''/ - - 'S • CONTRACTOR S •.J• MAILING ADDRESS 7' r$ S. S LEGAL DESCRIPTION CONNECTION FEE - -5 •0 . , z . /i//' / COST PER UNIT 11111 f x NO UNITS /1JJ / LATERAL CHARGE TOTAL CHARGES (-11rn7V 77 PREPARED BY k,4 ASSESSORS PARCEL NUMBER:t,?/3 /2_. 2o /(PRINTED NAME) COMMENTS -,... r 1~"'.E I V E D slis /0 CITY OF CARLSBAD INDEPENDENT SPECIAL INSPECTION SERVICE, INJ j d ng Department 2727 Adams Avenue • San Diego, California 92116 • (619) 563-0220 DATE: 10/1/87 SPECIAL INSPECTION REPORT ISIS PROJECT NO. 170 PROJECT: J. S. SChuMAChER COMPANY BLD.. PERMIT #: 87-234 (Masonry Wail Construction) ADDRESS: 1969 Palomar Oaks Way, Carlsbad ARCHITECT: Plant and Cook ENGINEER: SKT Structural Engineering CONTRACTOR: Koli Construction Company MATERIAL DESCRIPTION Reinforcing: Rebar; AS'.f.M A615 Units: Block; ASTM C-90 9/23/87 Special Inspector - Robert Hoffman: Register No. 176 Performed an inspect-ion of the reinforced masonry operation to survey various elements of the work and report the conformance -of construction. Witnessed the proportioning and mixing of mortar and inspected the top surface of the foundation for a clean and dry condition to receive starting course of masonry. Vertical -alignment. of the cell area that was maintained during course-to- course lay-up of the Work was inspected and the grout space was examined for a clear unobstructed condition to receive grout. Reinforcing steel was inspected for proper bar size and its placement was examined for adequate embedment, positioning and alignment within the work. The removal of unsound material or debris at locations to receive grout was confirmed and the support and embedment of in place reinforcing steel within the work wasinspected. • Work as outlined above was reviewed for conformity with construction detail provided structural engineer as issued by their office on 8-28-87 and specifically identified as 7/4. Page J. S. SCHUMACHER COMPANY 10/1/87 9/23/87 Continued: Extent and location of work completed this date includes first lift to height from footing to +51 -4" elevation at 12-inch wide masonry screen wall construction at south end of existing building adjacent to double door entrance. - 9/24/87 Special Inspector - Joe Blakely: Register No. 286 Performed an inspection of the reinforced masonry operation. Laying surface of units to be installed in the work was inspected for a clean and dry condition to receive the application of mortar. Course-to- course vertical alignment of the cell area was inspected, -for a clear and unobstructed condition to receive grouting. Reinforcing, steel installed in the work was inspected for applicable bar size, grade, spacing and alignment and its surface quality was examined for conformance with the material specification. Work was accomplished at masonry wall construction at south end of building located adjacent to double door entrance at shipping and receiving area. Extent of work inspected this date includes second lift lay-up of 12-inch units from footing +5'-4" elevation to +12'-0" height at transition from twelve-to-eight inch wide masonry construction. 9/29/87 Special Inspector - Gerad Griffith Register No. 279 Provided inspection during the reinforced masonry operation and performed in-process observations of the work to verify the maintenance of workmanship procedures. - Witnessed the proportioning and mixing of mortar and inspected the laying surface of units to determine condition was clean, dry and adequate for 'the bonding of mortar. The in place arrangement' of reinforcing steel -was inspected for applicable bar size, grade, spacing, and alignment and its surface quality was examined for conformance with the material specification. Adequate support and -alignment of in place reinforcing steel was confirmed and cell area was inspected to determine grout space was free of unsound material or debris and condition was clear and unobstructed. FINAL BUILDING INSPECTION RCiV0 OE 1987 PLAN CHECK NUMBER: 87234 . DATE: 121087 PROJECT NAME: J . C.Schumacher Co ADDRESS: 1,969 . . •• PROJECT NO.: UNIT-NUMBER: . PHASE NO.: I IMIT. OFFlC/WHSEiMA-NUFACTkI IIADD ( I IkIIT. pp - I .dI•I I. - - - - - CONTACT PERSON CONTACT TELEPHONE 931-7702 . S all dept BY: INSPECTED: SPE9 DATE '/t APPROVED DISAPPROVED - - - INSPECTED •• - -. DATE, I BY: - --INSPECTED: ____________ APPROVED ______ DISAPPROVED - - - .•- -• INSPECTED DATE I BY INSPECTED APPROVED DISAPPROVED 0 . :. . - - / • - ;-.- '-I - - - ,p- ,/ 0 -'I '5 4,- I - I - Rev. 1/86 WHITE: Suspense BLUE: Water District., GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire S I • • - / I,- - '-• - , .' - - :1.......... • FINAL BUP!NGJNSPECTION -10 PAN CHECK NUMBER 87-234 DATE 12-10-87 PROJECT NAME J.C. Schumacker Co 4 ADDRESS: 1969 Palomar Oaks Way, Suite A PROJECT NO.: UNIT NUMBER: __________________ PHASE NO.: __________________ • TYPE 1OFUNIT: OFFICE/WHSEYMANUFACTNUMBER OF UNITS: DEC 198 CONTACT PERSON: ShCI Berman AAlNT =Ar J CONTACT TELEPHONE: 9317702 . '• .rj - L)LI -•, Iw1J_— .'.uJ I_i •. INSPECTED DATE Z BY: INSPECTED: ____________ APPROVED DISAPPROVED:______ INSPECTED DATE BY: ______________________ INSPECTED: ___________ APPROVED DISAPPROVED INSPECTED . DATE BY: ______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED . COMMENTS 0 I., Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: PInniig.' GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 87234 DATE: 12-1087 V .10-11-88 2nd request PROJECT NAME: j.C• Schurnacker Co ADDRESS:1969 Palomar Od!- PROJECT NO.: - UNIT NUMBER: PHASE NO.: - V TYPE OF UNIT: V)FF10EIviHSE1MANUFACTNUMBER OF UNITS: CONTACT PERSON: Shel Berman V V V V CONTACT TELEPHONE:*_931-7702 V•V :_V alldept V V V V V V - -V INSPECTED(- DATE BY INSPECTED: A ' DISAPPROVED , INSPECTED V DATE - VBY: V INSPECTED: APPROVED DISAPPROVED V INSPECTED V V DATE V V BY: - V INSPECTED: V V APPROVED DISAPPROVED V Rev. 1/86 •V WHITE: Suspense Water District GREEN: EngIneering'CANARY:uiuies PINK: Planning GOLD: Fire \l FINAL BUILDING INSPECTION I / . 0 . . PLAN CHECK NUMBER: 8723's DATE: 121087 PROJECT NAME: J .C. Schumcker Co ADbRESS: 1969 Palomar Oaks Way Suite, A PROJECT NO.: UNIT NUMBER: PHASE NO.: / TYPE OF UNIT:. OFFICE/WHSEIMANUFACTNUMBER OF UNITS: . . CONTACT PERSON: Shel Berman ., CONTACT TELEPHONE:. 931-7702 all dept INSPECTED // DATE BY: APPROVED DISAPPROVED INSPE INSPECTED DATE BY: . . . INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED; DATE 0 . .• :BY: ._. INSPECTED: APPROVED DISAPPROVED COMMENTS: 0 . ., -c .. . . /.• 0 0 0 Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION . PLAN CHECK NUMBER 87-234 DATE 12-10-87 . j.c. SchumackerCo . PROJECT NAME: . ADDRESS:. . . 1969 Palomar Oaks Way Suite A... :. PROJECT NO.: . UNIT NUMBER: _________________ PHASE NO.: . . . OFF ICE /WHSE1MANUFACTNUMBEROF TYPE OFU NIT! UNITS: CONTACT PERSON Shel Berman CONTACT TELEPHONE: -931-7702 C -alIIert -• L'-.- INSPECTEDC 1Ale, DATE PEc BY: INSPECTED: • C ,.... . APPROVED . . DISAPPROVED .. . ... INSPECTED DATE . . INSPECTED: . BY: ______________. APPROVED DISAPPROVED ______ C C INSPECTED DATE BY: . . INSPECTED: C APPROVED' DISAPPROVED 4 coffA ftdif Municipal Water Dist : COMMENTS Department :YFU1Y 0 (619) 43873367/ . . .. . TA LT 7 F \ DEC V 51981 . . .• . . . 0 . : . 4 ..•.-.- ............ - -y - --..--., -- .......................J ....... - . . . . Rev. 1186 WHITE: Suspense - BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL'BUILDING INSPECTION PLAN CHECK NUMBER 87-231 DATE 12-10-87 PROJECT NAME: J. C. Schumacker Co •. . ADDRESS 196,9 Palomar Oaks Way Suite A PROJECT NO.: UNIT NUMBER: __________________ PHASE NO.: TYPE OF UNIT: OFFICEIWHSEIMANUFACTNUMBER OF UNITS: . CONTACT PERSON Shel Berman CONTACT TELEPHONE 931-7702 '1 all dept . .'.... INSPEcTEDy, TECTED / APPROVED ______ DISAPPROVED INSPECTED . . DATE . . BY: .: INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED DATE BY ' INSPECTED APPROVED ______ DISAPPROVED COMMENTS: . .. . . .. . . . . • . •, ;•.,• S.. . . .5 . .5• 5 S •, S ,, 5 5. 5 S . •55 S Rev. 1186 ' WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: UtiIitie PINK: Planning GOLD: Fire • S • SS -S . S--S. S 4 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 20 . ,: .. SAN DIEGO, CA 92123 (619)560-1468 DATE J APPLICANT JURISD JURISDICTION: .. Q4s%34O . S •... . . . . PLAN CHECKER. UFILE' COPY PLAN.CHECK NO: .'jups flDE$IGNER PROJECT ADDRESS /99 r,ôt-i,,' O,4/s M. PROJECT NAME T C el- o014 A'C The plans transmitted herewith have been corrected where ZiJ necessary and substantially comply with the jurisdiction's . building codes. The plans transmitted herewith will substantially comply 4 '.with.the jurisdiction's building codes when ;minor. déficien- cies identified 'S ,•. .' . are resol'ved.,and ' checked by building department staff. . . , . .. . The plans transmitted herewith have significantdef.iciencies, identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. . S -• . . Ei check list transmitted herewith' is fo.your information. Th,e plans are being held at.Esil Corp. ...üntil"corrected plans are submitted, for' recheck. The applicants 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: fIll Esgil staff did not advise the applicant contact 'person: that'. S ' plan. check has been completed., 'Esgil staff did ádvise'apli.cant that .he plan' ceck has been, completed. ' Person contacted- Date contacted: Tel ephone.#J/-/,y REMARKS: 41!54J 0,4A-j By Enclosures .ESGIL CORPORATION " .: . • 5 7 5- . -. -. ..•- ••.-- S -NOLL '. 7330 Engineer Road -, San Diego . California 92111 ;- - - Koll Construction Company (619) 292-5550 S J• c•' SCHUMAcHKR COMPANY MEETING MINUTES - JULY 28, 1987 . .. S . S AUGU 1987 ATTENDEES:. r CITY SOFCARLSP City of Carlsbad -' ujIding Department Mer Camera - city of Carlsbad •. S . . ShelBerman - .Kó1lconstruction" •-' - - Doug Silveira - KollConstruction John Prevost - Koll Construction- DISCUSSION ITEMS: 3..1.' The roof mounted H.V.A.C. units shall be self-curbiig units with no duct exposed on the roof 3.2 ;The e,thàust -fi ndmotrsshall be mounted inside the building andnot an the roof. The rain guard will be the ' only item allowed to be exposed on the roof for the, exhaust system. -S .. S..-.- .. /II .- -: 33 Themechan1cal crew make eliminated from the roof if 1' 7/0 ( the-H.V.A.C.unitS.areinstalled man orderly fashion. 3.4.. All equipment, pipl.ng,i ducting or conduit that must be suspended shall be. suspended directly from. the building structure. it will-not be acceptable toT-suspend off other equipment, piping, ducting or conduit 3.5 The plumber ihall install an onthe - . natural gas, supply -line.-., The shall stencil every 48" on the gasline"mediurn pressure gas line." There will-be no union or gas -weldedpipe-onthegas-line. 2 -; .5---- • ff7 S _ .S. • .1. 3.6 The floor drains shall be self-priming and n6' needle type self-primers will be accepted. - 3 7 All sewer line vents shall vent at edge of the . building's roof parapet and approximately three to six inches aboye the - párapèt.- The reason is :to prevent sewer 5 gases from entering into the H.V.A.C. units .fresh air - intake.'- - S - • S • • • -• . S - - • -. - S 5- Ft - S S S S S •• -S. • 5., -. 55• ,5 .••• 5-, 5 5•5 - • - POLI C IES-A ND PROCEDURES NUMBER 80-6 SUBJECT ROOF MOUNTED EQUIPMENT EFFECTIVE: .05-01-84 SECTION: BUILDING DEPARTMENT 80-6 (09-10-80)- SUPERSEDES (O5-01-8l)' PURPOSE: PROVIDE INSTALLATION STANDARDS FOR ALL R O O F M O U N T E D E Q U I P M E N T A N D PENETRATIONS ON COMMERCIAL AND INDUSTRIAL B U I L D I N G S . INTENT A Maintain roof integrity. - Prevent hazardous condition to -firemen who must fight fire on the roof. Provide an installation that is aestheti c a l l y s e n sitive to the building and the adjoining properties POLICY: 1. All equipment shall be concealed fro m v i e w a n d t h e design* shall meet the approval of the Planning Depar t m e n t . -. 2 All equipment shall be specifically desi g n e d a n d a p p r o v e d f o r exterior use and shall be approved by t h e C i t y o f C a r l s b a d B u i l d i n g Department. . . '3'. All roof mounted equipment shall- b e o n . a p l a t f o r m w h i c h s h a l l b e an integral part of the roof--flashed an d . w a t e r p r o o f e d . W h e n a screen-is approved, it shall have as f e w r o o f c o n n e c t i o n s a s possible and be structurally adequate. . 4 All electrical, plumbing, mechanical du c t w o r k a n d r e l a t e d pioing shall be inside the building and not on the roof. All connections related to equipment shall be made in the sa m e r o o f o p e n i n g o n , t h e platform or meet the approval of the City o f C a r l s b a d B u i l d i n g - Department. .- Sewer' vents shall be- broughtt0,:one mai n v e n t b e l o w t h e r o o f a n d - - ' •.. . have one penetration where restrooms or o t h e r p l u m b i n g f i x t u r e s a r e ' - back to back, or in the general, proximity. - Air exhaust fans and otherequipment,shàll ' b e w i t h i n -the building and use the same roof-opening where restr o o m s a n d o t h e r e q u i p m e n t are back to back or in general proximity - Existing 'buildings.,and equipment, remodel or,replacement , s h a l l m e e t ' the above regulations or.shall have e 'approval -of the City of th - Carlsbad .Building Department. Where hew ecuipment ,is installed', unused o r a b a n d o n e d e o u i o m e n t , including all roof-mounted piping, ele c t r i c a l , m e c h a n i c a l , d u c t , -' - and other related appurtenances shall be, removed from roof and -. unused openings properly sealed to main t a i n r o o f i n t e g r i t y . he architect' should, throuah'design , c o n e a l t h e h e a t i n g / A C u n i t a n d o t h e r eouiorrent whether' they are on the roof or elsewhere. nitiated BY: - Approved By - ' Mart' Orenyak City Manager 2075 LAS PALMAS DRIVE ) 0 TELEPHONE CARLSBAD CA-92009-4859 (619) 438-1161 QCitp of (LCartbab BUILDING DEPARTMENT 0• - .10-28-87 Koll Construction Company. RE 1969 Palomar Oaks Way Carlsbad, CA 92009 . . Stairways ......................... Attn: Shel Berman Dear Mr. Berman 0 . The use of areas --under the required stairways for eggress purposes shall not be permitted to be used for storage in any manner. Permitted storage can be attained provided the entire area is protected by an approved One Hour Assembly and identified for its use. \. The '.:existingdoor at the east stairway shall be removed and 0 studded in and not permit any storage or, entire area converted to. a One Hour Assembly and identified for storage use only. 0 The west stairway can be barricaded off with decorative type barrier as per our discussion. • 0 0 O Please submit a detailed drawing of your conversion to this : use for approval . • 0 • • • Thank you, O 0 • OO 01 0 c 7 /ydT Ton/ Mat O : Prhcipal Building Inspector TM:jr .4 -I Tech Info Sheets provide additional technical information on General Electric silicone products. This Tech Into Sheet covers the primeness adhesion and non-corrosion features of NSlL® RN 122, RN 123 and RN 128 adhesive sealants. INTRODUCTION N_SIL® adhesive sealants are specially formulated to meet today's high performance industrial requirements. Developed jointly, by GE Silicones and General Electric Corporate Research and Development Center, these proprietary ad- vanced technology RTV adhesive sealants provide primeness adhesion, are noncorrosive to steel and aluminum, and offer low odor cure. TYPICAL PHYSICAL PROPERTIES Typical Uncured Properties N-SIL RN 122, RN 123, RTV 128 Color RTV 122 White RTV 123 Black RTV 128 Translucent Specific Gravity 1.04 Tack Free Time, minutes 20 Cure Through Time (¼ in, @ 25C/77F,50% RH), hours 24 Tensile, psi' 220 Elongation, %' 400 Durogneter, Shore A' 23 'Cured .5 days, () 2C(77t)/3U% KIV PRIMERLESS ADHESION N-S IL RTV 120 series adhesive sealants provide primeness adhesion to a variety of substrates as shown in Table I,. The peel adhesion data in Table I were generated using ASTM D 903 (Peel or Stripping Strength of Adhesive Bonds) using a I in. x 8 in. stainless steel screen at 1800 pull angle on the substrates listed at a 2 inch per minute separation rate on aV in. thick sample of N-SIL RTV 128. The conventional acetoxy sealant used in Table I was RTV 108 adhesive sealant from General Electric Company. Both RTV 128 and RTV 108 adhesive sealant samples were cured for 3 days, 7 days and 14 days at 25C(77F)/50% RH. Due to substrate variability, an evaluation should be made to determine bond strength for each specific application. TABLE I: PEEL ADHESION N-SIL® RN 128 CONVENTIONAL ACETOXY 3day - 7day 14 day 3day 7day 14 day Substrate (lb/in) (lb/In) (lb/in) (lb/in) (lb/In) (lb/In) Aluminum (Alclad 2024) 40 40 40 35 40 40 Aluminum (Anodized Alclad 2024) 25 40 40 20 30 40 Cold Rolled Steel 40 45 45 10' 10' 10' Stainless Steel 30 30 30 0' 10' 10' Galvanized Steel 45 45 45 10' 10' 10' Glass 35 40 40 45 50 50 Fiberglass 45 45 45 35 35 35 Polybutylene Terephthalate 25 25 25 10' 10' 10' Polycarbonatet 30 35 35 25 30 30 Epoxy . . 40 40 40 25 35 40 Polyacrylate 35 40 40 30 30 30 ABS 40 40 40 10' 10' 100 Rigid PVC 40 40 40 IS IS IS Phenolic 35 40 40 20 30 35 Epoxy Paint 25 35 40 15 IS IS Polyimide-Glass 35 40 40 10' 10' 10' Polyimide Fiber - Epoxy 40 45 45 . 20 25 25 tPrimcd with SS 4179 primer from General Electric Company. 'These samples pulled completely off the substrates when tested. ( Bond strength increases with time after initial application of RTV-adhesive sealants, including both N-SIL and traditional acetoxy sealants. In most instances, the strength of the bond exceeds the strength of the fully cured sealant. Bond strength development for N-SIL RTV 128 adhesive sealant and a conventional acetoxy sealant (RTV 108 adhesive sealant from General Electric) are shown below in Figure 1. Figure 1 presents 1800 peel adhesion values per ASTM D 903 (as previously described) on cold rolled steel and rigid PVC. FIGURE 1 BOND STRENGTH DEVELOPMENT 40 r N -SIL RTV 128 / (COLD ROLLED STEEL) (RIGID PVC) PEEL ADHESION (lb/in) 15 ACETOXY (RIGID PVC) 10 •:iIIACETOXY (COLD ROLLED STEEL) 1•4 CURE TIME (days) CORROSION MIL-A-46146A describes methods to assess the corrosive effects of silicone sealant by-products on various metals. The corrosion tests from MIL-A-461 46A include both vapor and direct contact corrosion. The vapor corrosion test procedure of paragraph 4.5.3.3.7.1 is: Extrude 15 grams of silicone compound into an 8-ounce (240 ml) glass bottle equipped with a PTFE lined cap. Pour 5 to 10 ml of distilled water over the silicone compound and hang one cleaned 1 in. x 4 in. panel above the compound-and- water mix. Then close the top of the bottle. Pour in a control bottle of the same type 5 to 10 ml distilled water; hang the other 1 in. x 4 in. metal panel above the water; then close the top of the bottle. Maintain both the test bottle and the control bottle at 38C ± 2 (lOOF ±4) for±168 hours (7 days ±4 hours). At the end of this period carefully remove the panels from the bottles. Visually inspect the test panel for corrosion or discioration by comparison with the control panel. The contact corrosion test procedure of paragraph 4.5.3.3.7.3 is: Coat approximately 2/3 of a I in. x 4 in. metal panel with the silicone compound to a thickness of approximately 1/ 16 inch (12 mm). Cure the sealing compound at 25C ± I (77F ± 2) and 50 percent. relative humidity ± 5 for 168 hours ± 4 hours (7 days ± 4 hours). Place the panels into an environment of 95 to 98 percent relative humidity and 49C ± 1 (120F ± 2) for 28 days. At the end of this period remove the sealing compound by peeling and compare the surfaces that had been coated with the uncoated surfaces. . The silicone compound must not cause discloration or corrosive attack when compared to the control panel. When tested per M IL-A-46146A vapor and contact corrosion test methods as described above, N-SW RTV 128 adhesive sealant yields the following results: . . . Vapor Corrosion Contact Corrosion Test Test Substrate' Aluminum Pass Pass Steel' Pass Pass Copper Slightly dull Discolors Brass Slightly dull Discolors N-S IL adhesive sealant cure by-products are noncorrosive to aluminum and steel when tested in accordance with MIL-A. 46146A. N-SIL adhesive sealants discolor sensitive metals such as copper and brass when tested per MIL-A-46 146A. If you require a sealant that does not discolor copper and brass, suitable sealants are available from General Electric Company. The adhesion and corrosion data above was generated from , three representative batches of N-SIL RTV 128 adhesive sealant. As General Electric Company has no control over the use to which others may put the material, it does not claim or warrant that in your particular circumstances, the results you will obtain from the use of the product will be the same as those described in this communication, or that you will find the information or recommendations complete, accurate, or useful. The Company accepts no liability, in negligence or otherwise, for any damage resulting from your reliance on the information or recommendations in this communication. You should test the material to determine if the material is suitable, and/or our claims are valid, in your particular circumstances. None of the possible or suggested uses of the materials in this communication are a license under any General Electric patent covering such use or a reèommendation for use of such materials in the infringement of any patent. GENERAL ELECTRIC COMPANY SILICONE PRODUCTS. DIVISION RN PRODUCTS DEPARTMENT WATERFORD, NEW YORK 12188 PHONE(518) 266-2315 CDS-4341 (Rev. 5/86) OCopydihi 1585 GIMmI Elsclflc Company GENERAL ELECTRIC () 06119 REM Silicone Product Data NSIL® RN 122, RN 123, RN 128 NonCorrosive*, Low Odor, JFOSZI; Primeness Adhesive Sealants PRODUCT DESCRIPTION N-SIL RTV 122, RTV 123 and RTV 128 adhesive sealants from General Electric are one-component, ready- to-use, and cure to a tough, resilient silicone rubber on exposure to atmospheric moisture at room temperature. Typical applications include, but are not limited to sealing vertical joints; bonding dissimilar materials such as metal to plastic and glass to aluminum; electrical insulation of wires and terminals; and formed-in-place gasketing. The following N-SIL adhesive sealants are identical except for color. RTV 122 White RTV 123 Black RTV 128 Translucent Key performance properties of N-SIL adhesive sealants:. Primeness adhesion to many metals and plastics. Non-corrosive to aluminum and steel per MIL-A- 46146At.. Lower odor cure than conventional acetoxy silicone sealants. UL Recognition. Recognized by Underwriters' Lab- oratories, Inc. under their Component Recognition Program (UL File No. E-36952). Refer to GE Silicone Tech Info Sheet CDS-4320 for additional information. One component. Cures at room temperature. Excellent electrical insulation properties. Retains elastomenc properties at temperatures of-60C (-75F) to 204C (400F) for long periods and to 260C (SOOF) for short periods. 'Noncorrosivc to aluminum and steel per MIL-A46146A. twill discolor sensitive metals such as copper and brass when tested per M IL-A-46 I46A. If you require a sealant that does not discolor copper and brass, suitable sealants are available from General Electric Company. Typical Uncured Properties N$IL RTV 122, RTV 123, RTV 128 Color RTV 122 White RTV 123 Black RTV128 Translucent Consistency Thixotropic Paste Specific Gravity 1.04 Application Rate, gm/ min 500 3.2 mm orifice @ 6.3 kg/cm2 (0.125 in. orifice @ 90 psi) Tack Free Time. minutes(') 20 Cure Through Time, hours(') 24 Maximum Cure Thickness 6mm (¼ in.) Typical Cured Properties(') N-SIL RN 122, (3 days) RN 123, RN 128 Mechanical: Hardness, Shore A Durometer 23 Tensile Strength, kg/cm2 (lb/in2) 16(220) Elongation, .% 400 Tear Strength, kg/ cm (lb/in) 6 (35) Shear Strength, kg/cm2 (lb/in2X2) 9(130) Peel Strength. kg/ cm (lb/inX3) 7 (40) Electrical: Dielectric Strength kv/ rum (v1 mil) 20 (500) Dielectric Constant @ 60 Hz 2.8 Dissipation Factor @ 60 Hz .001 Volume Resistivity, ohm-cm 9 x 101$ Thermal: Brittle Point, °C (°F) .60(-75) Thermal Conductivity .0005 (.12) (cal/ sec/ cm2, °C/ cm) (Btu/ hr/ ff2, OF/ ft) Coefficient of Expansion 27 x 10 (15 x I0) cm/ cm,°C(in/in,0 F) ()@ 25C(77F)/50%RH (2) Aluminum to stainless steel screen, I in. overlap () Using I in. x 8 in. stainless steel screen at 1800 pull angle on Alclad 2024 aluminum PRODUCT N.Sll.e RN 122, RN 123 and RN 12$ NON.CORROSIVE, LOW ODOR, DATA PRIMERLESS ADHESIVE SEALANTS I 4- INSTRUCTIONS FOR USE Surface Preparation N-SIL RTV 122, RTV 123 and RTV 128 adhesive sealants display pnmerless adhesion to many metals, rigid plastics and glass. Typical values for primeness adhesion for N-S IL RTV 128 adhesive sealant include: Peel Adhesion 3 day cure (lb/in) Aluminum (Alclad 2024) 40 Cold Rolled Steel 40 Glass 35 Glass Filled Polyester (FRP) 45 Epoxy 40 Rigid PVC 40 'Per ASTM D 903 cured as specified at 25C (7719150% RH using I in. x Sin. stainless steel screen at 1800 pull angle. When adhesion is important, surfaces must be cleaned to remove dirt, oil, grease and surface contaminents. For metals and glass, suitable solvents such as naphtha, methyl ethyl ketone (MEK), or 1,1,1-tnichloroethane should be used. For plastics, a cleaning agent that is compatible with the specific plastic should be used. All surfaces should be wiped dry before applying the adhesive sealant. When solvents are used, proper safety precautions must be observed. All solvents must be considered toxic and must be used only in well ventilated areas. Exposure to high vapor concentration must be avoided. When flam- mable solvents are used, storage, mixing and use must be in areas away from heat, sparks, open flames or other sources of ignition. Due to substrate variability, an evaluation should be made to determine bond strength for each specific application. If adhesion testing shows that a stronger bond is desired, use of a primer is suggested. SS 4004, SS 4044, and SS 4179 primers from General Electric Company are recommended for use with these sealants. SS 4179 primer is recommended for evaluation where a stronger bond is desired on a plastic surface. SS 4004 and SS 4044 general purpose primers are for non-plastic surfaces. SS 4004 and SS 4044 primers are identical products, differing only in color (complete information and usage instructions for these primers are contained in a separate product data sheet). Application and Cure Time Cycle N-SIL RTV 122, 'RTV 123 and RTV 128 adhesive sealants may be applied-directly to clean or primed substrates. Where broad surfaces are to be mated, the sealant should be applied in a thin, less than 6mm ('/ in.) diameter, bead or ribbon around the edge of the surface to be bonded. N-SIL adhesive sealants utilize a moisture vapor cure system which releases an alcohol and residual ammonia from the sealant surface during cure. The cure process begins with the formation of a skin on the exposed surface of the sealant and progresses inward through the material. At 25C (77F) and 50010 relative humidity, N-SIL adhesive sealants will form a surface skin that is tack free to the touch in 20 minutes. Once the tack free skin has begun to form, no further tooling of the adhesive sealant is recommended. Because N-SIL adhesive sealants cure by reacting with atmospheric moisture, high humidity will accelerate the cure process, and low humidity will slow the cure rate. Moderate temperature elevation accompanied by elevated humidity will also accelerate the cure rate as illustrated below: CURE CHARACTERISTICS VS. TIME' 0.50 . icC (1589. 50%R.H, RTV 128 0.40 0.30 SOC (122F). 95% R.H. CURE THRU (inches) 0.20 38C (1009,80% R.H. 23C (72F) 50% RH. 0.10 23C (72F)/ <5% R.H. 0 2 4 6 8 10 12 14 16 18 20 CURE TIME (hr.) 'Samples spread in 2 inch diameter aluminum cups. PRODUCT 014111.8 RTV 122. RN 123 and RN 126 1 NON-CORROSIVE, LOW ODOR, DATA PRIMERLESS ADHESIVE SEALANTS] Exact cure time will depend on temperature, humidity, sample thickness and sealant configuration. Since cure time increases with thickness, use of these adhesive sealants should be limited to section thicknesses of 6mm (¼ in.) or less. For applications requiring section thick- nesses of greater than 6mm(1/4 in.), two-component RTV compounds from General Electric should be evaluated. Physical Property Development In addition to the effects of temperature and relative humidity, development of maximum bond strength will depend on joint configuration, degree of confinement, sealant thickness and substrate porosity. Normally, suf- ficient bond strength will develop in 12 to 24 hours to permit handling of parts. Stress should not be applied to the bonded joint until full adhesive strength is developed. Eventually the adhesive strength of the bond will exceed the cohesive strength of the silicone rubber adhesive sealant itself. Always allow maximum cure time available for best results. After extended time periods at temperatures in excess of 100C (212F), yellowing of RTV 122 and RTV 128 may be noticed. The yellowing constitutes a color change only and is not of itself an indication of a loss of elastomeric or electrical properties. PACKAGING AND DISPENSING N-SIL RTV 122, RTV 123 and RTV 128 adhesive sealants are supplied ready-to-use in 2.8 fl. oz. aluminum squeeze tubes, 10.3 fl. oz. caulking cartridges, 5 gallon (40 lb.) pails and 55 gallon (450 lb.) drums. Aluminum tubes may be squeezed by hand or with the aid of mechanical wringers which allow more complete removal of material from the tube. The sealant may be dispensed from caulking cartridges by using hand operated caulking guns or air operated guns. Air operated guns will allow greater control and application speed. Both tubes and cartridges are easy to use, can be put into production quickly and require minimal capital investment. Note: Do not exceed 45 psi when using air-powered caulking guns. Bulk containers offer the most economical packaging for volume production. Bulk delivery systems are air operated extrusion pumps which can be coupled to hand or automatic units. Refer to CDS-1541 "The Scalers Equipment Guide" for further information on dispensing equipment for N-SIL RTV 120 series adhesive sealants. The following pump manufacturers offer equipment for pumping RTV silicone adhesive sealants: The ARO Corporation Graco, Inc. One Aro Center P.O. Box 1441 Byran, OH 43506 Minneapolis, MN 55440 419-636-4242 612-623-6000 Binks Manufacturing Pyles Industries, Inc. Company 28990 Wixom Rd. 9201 West Belmont Ave. Wixom, MI 48096 Franklin Park, IL 60131 313-349-5500 312-671-3000 Recommendations for pump selection and assistance in converting lines from other silicone cure systems to the N-S IL methoxy cure system are available from General Electric Company, Silicone Products Division, Waterford, New York. CLEAN UP AND REMOVAL Before curing, solvent systems such as naphtha, methyl ethyl ketone (MEK) or, 1,1,1-trichloroethane are most effective. Refer to solvent use warnings in the section on surface preparation. After cure, solvent systems such as toluene or xylene will swell the RTV silicone sealant and facilitate mechanical removal by scraping. Refer to solvent use warnings in the section in surface preparation. HANDLING AND SAFETY Uncured product contact irritates eyes. In case of contact with eyes, immediately flush eyes with water for 15 minutes. If irritation persists, get medical attention. Wearers of contact lenses should not handle lenses until all sealant has been cleaned from the fingertips; sealant will transfer to lenses and cause severe eye irritation. To clean from the skin, wipe very thoroughly with a dry cloth or paper towel, before washing with soap and water. Product releases methanol and ammonia during applica- tion and curing. Use mechanical ventilation to stay below TLV of 25 ppm ammonia. Uncured product contact may irritate the skin. Material Safety Data Sheets are available upon request from General Electric Company, Silicone Products Division. Similar information for solvents and other chemicals used with our products may be obtained from your suppliers. •• 4 •- '' .l. PRODUCT N.SILa RN 122, RN 123 and RTV. 128 DATA NON-CORROSlV LOW ODOR, - MI M PRIMERLESS ADHESIVE SEALANTS OF 0 • - STORAGE tests and specifications limits (CDS-4340) Assistance and When stored in the original unopened containth in a dry recommendations are available by contacting .Gencral •, '-' location at temperatures less than 27C (80F), N-SIL Electric Company, Silicone-,Products Division. RTV 122, RTV 123 and RTV 128 adhesive sealants offer a shelf life of one year from date of shipment from General AVAILABIUTY Electric Company. N-SIL RTV silicone rubber adhesive sealants are available To prevent curing of the unused portion of an opened from General ElectricCompany or from authorized GE container, reseal tightly. silicone products distributors. For the name of your nearest distributor or for more information on these SPECIFICATIONS ' products contact General Electric Company, Silicone Typical Product Data values should not be used as Products Division, RTV -Products Department, Water- specifications. See "Specification Guide for N-SiL ford, New York 12188, or the Silicone Sales Department RTV 122, RTV 123 and RTV 128"adhesive sealants fort office nearest you. I -.- 0*', • . ,.' - 0 • :. -; •••.• 0 ç 8 I • -. I .- - •1,' •4 • - •0• •P-••%- • , 1 • 8. '• 0 I . • 0• •J0 •4 I - -••- 0 • •0 .••0 •0 •• •• - - . 0•• • As General Electric Company has no control over the use to which others may put thà material, it does not claim or warrant that in your particular circumstances, the results you will obtain from the use of the - • product will be the same as those described in this communication, or that you will find the information or recommendations complete, accurate, or useful. The Company accepts no liability, in negligence or otherwise, for any damage resulting from your reliance on the information or recommendations in this communication. You should test the material to determine if the material is suitable, and/ or our claims are valid, in your particular circumstances. None of the possible or suggested uses of the materials in this communication are a license under any General Electric patent covering such use or a recommendation for use of such materials in the infringement of any patent. - GENERAL ELECTRIC COMPANY •0 .• • - . SILICONE PRODUCTS DIVISION - RTV PRODUCTS DEPARTMENT GEN ERA10 *ELECTR I C. WATERFORD, NEW YORK 12188 • PHONE (5 18) 266-2315 - C.OS-4337 (Raw, 5/861 • 0 - - • 0 * flL,'1IWJJ ' $ 2.00 consumer rebates on all Silicone 11 cartridges and One Touch-- . powerful incentivesl Eye-catching counter cards reinforcing - — national ad exposure • Generous discounts and co-op allowances. Attention-getting, space-saving merchandisers and displays. • - Proven sales performance with the industiy s most comprheq sive high-tech line. Laminated FOR display cards withproduct information, and how-to tips. ' •'• .• -.' . With GE aualitv and innovation, massive adverncinri "%%. •.1#-\"\' - back-up, POP reinforcement and rebates PLUS-; . generous discounts and co-op allowances,.,(S \ \ your biggest sealant sales season is at handl Stock upon new One Touch and the full Silicone ff line today. r Tia1emaik 01 Gtn€raI EIcvaL Cnmnn Tfh,t i s By: 11*1"1_eAJ- Xa,-)A-1, -. - ESGL CORPORATION / / . .•.: 5 . ESGIL CORPORATION - - --. S 9320 CHESAPEAKE DR., SUITE- 208 5 2 S SAN DIEGO, CA 92123 (619) 560-1468 : DATE: JURISDICTION: 5. 5 5 CFTCKER - S S OFILE COPY PLAN CHECK NO: 87 - 23 V 2: ours S . -• DDESIGNER PROJECT. ADDRESS: Li PROJECT• NAME: cY C.Sc,-ie-.frl'4 _______ . . . E The plans transmitted herewith have been corrected where 5 necessary and substantially comply with the jurisdiction's . building codes. The plans transmitted herewith will substantially comply S E with the jurisdiction's building codes when minor deficien- - cies identified are resolved and checked by building department. staff. S • 5 5 D The plans transmitted herewith have significant deficiencies S S • identified on the enclosed check list and should be corrected • and,resubmitted for a.complete recheck. 5 •• 5 -j The check list transmitted herewith is for your .information. • L The plansare being held at Esgil Corp. until corrected plans are submitted for recheck. • S U The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 1. The applicant's copy of the check list has been sent to: • S /2oo __O-<s WA'T' S . S fl Esgil staff didnot advise the applicant contact person that plan check has been completed. S • S • S • (Esgil staff did advise applicant that-the plàn.ceck has . • • been completed. Person contacted: Date contacted://c--7 • Telephone • REMARKS: S S S S • - ' PLAN NO. FOREWORD: PLEASE READ JURISDICTION:4A0 Plan check is limited to technical requirements - - - contained in the Uniform Building Code, Uniform Plumbing Cde, Uniform Mechanical Code, Nationl Electrical Code and state laws regulating energy - TO: : conservation, noise attenuation and access for - • :the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the - ,- Planning Department, Engineering Department or PJT DATA other departments. - _/ 6Z Present California law mandates that OCCUPANCY: ,L/' •/'_ ,L./_// construction comply with Title 24 and 'the - ' applicable model code editions adopted, with or • BUILDING .USE: fl,i A) __fli ____? / &l without changes, by the various state agencies -: authorized' to propose building regulations for TPE OF CONSTRUCTION: _• enforcement at the local level. Code sections - cited are based on the 1982 UBC. ACIUAL. AREA:_________________________ - The above regulations apply to construction, ALLOWABLE AREA: regardless of the code editions adopted by • ordinance at the local level. STORIES:. _____- The circled items listed need clarification, - _--_—_ S ' modification or change. All items have to be y satisfied before the plans will be in S1]IS: conformance with the cited codes and . . . , / S - regulations.. Per Sec. 303. (c), 1982 Uniform OCCUPANT LOAD: '- Building Code, the approval of the plans does : • not permit the violation of any state, county or • city law. •.. - RD4ARES: ' . . To speed up _therecheckprocess,noteonthis. - list(or _a: copy) _where each correction item has - PLAN CORRECTION _ • . been_addressed.i.e.•plan sheet._specificatjon. - TENANTIMPROVO€NT -' - etc. Be-sure to enclose the _marked up list when ou submit therevised plans. - Date plans received by jurisdiction: - - Date plans received by Esgil Corp.: _" Date initial plan check completed: . y: _(//' • -- : 0 Applicant contact person: Tel.- .•• - NO: PAM NWFS An NOT IN MMUEMM AS . PAM HAVM NO IlS NEEDIM COMM=ON WEE. DvTPTPj). List No. 50, TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE -DATA -OR POLICY SUPPLEMENTS. - 2/10/87 -- • r , .•••• -• -• .• I Please make all corrections on the tracings and submit two original .• 9 On the first sheet of the plans indicate Type of construction the 5 prints, and new sets-of any original .' of existing S building, present and proposed occupancy . plan sets that may have been ieturned to . . - S classifications-of the remodel area •-- S • you by the jurisdictions, to: •.:. -.. and the occupant load of the remodel -. S S • - S . : - - areas and total building area. - Esgl.l Specify on the plan.title sheet the Drive, Suite 208, San Diego, CA Edition used for the ..Building'Code 2. 92123, ( . . .. . . Please make all corrections on the SS . )P?. design of the proposed work. Provide a fully dimensioned floor plan - ,. original tracings and submit twonew - . - showing the size and use of all rooms sets of prints, and any. original plan . . . . ,. . or areas within the space being improved .sets that may have been returned to . : or altered. Draw the plan to scale you by the jurisdiction, to: . . . and indicate the scale on the plan:. The jurisdiction's building department IndLcate the use of all spaces adjacent 'the to area being'.remodeled or improved. sttow fire 3. . designer is The responsible required - A . S S any existing rated area sep- ' to sign each sheet of the plans. . aration walls, occupancy separation State-licensed Architect or Engineer walls,- shafts or rated- corridors. S .. S is required where there are structural . . Xdeiiflfy and provide construction de- S changes to an existing building or . tails for proposed. new fire rated walls. S a-strucural addition. (Business and S . 14. Specify on the plans the fire ratings ' S 4. Professions Code). S Provide the correct address and suite S . of 'assemblies to protect proposed open- . ings in existing or new fire walls. 5 section 3077 number of tenant space on the plans. Identify existing walls to be removed, .5 S Provide a note on the plan indicating S . existing walls to remain and proposed - the previous use of the tenant space .. - S new walls. Identify bearing walls, or building being remodeled. Section . S non-bearing walls, and shear walls. . . • 302. 5 S 5 When the character of the occupancy . S 5 . )4'. Provide a section view of all new interior partitions. Show: . (a) Type, size and spacing of studs. or use changes within a building, the . - building must be made to comply with : . . Indicate gauge for metal studs. . current Building Code requirements S S Specify manufacturer and approval for the new occupancy. Please provide.* S number or indicate t0 be ICBO complete details to show the building S • S approved". - will comply. Section 502. . . S • Method of attaching top and S bottom plates to structure. S .7.. UBC Sction 304 requires the Building • S (NOTE: Top or partition must . 5 Official to determine the total value • be secured to roof or floor. S of all construction work proposed under . ,- S • framing, unless suspended ceiling - this permit. The value shall include S • has been designed for partition • all finish work, painting, roofing, . S lateral load). • • . electrical, plumbing, heating, air • Wall sheathing material and conditioning, elevator, fire exting • 5 5 - S details of attachment; (Size - uishing systems and any other perma- and spacing of fasteners). S nent equipment. Please provide a signed . Cd) Height of partition and suspended copy of the designer's or contractor's - 5 - . ceiling. S - construction Cost estimate of. all work >_x. Provide notes and/or details to show that - proposed. - S S the floor and wall, finish in toilet rooms 8. Provide a plot plan showing the distances • are surfaced with a smooth hard non-absor- from the building to the pr .lines . S S bent material extending five inches up iaET(Fation of tenant space tOr - . - the wall. Similar-surfacing shall be pro- remodel) within the building. 5 .. - vided on the walls from the floor to • - S • :- • . a height of 4 feet around urinals and . . . . S • .•. • within water closet compartments. S is S 5 - .. ....S - .. 5 -. S1 • .5 4 - Note on the plans: *All interior finishes must comply with Chapter 42 of the UBC". Specify class: flame spread rating (minimum) for 1$. Lateral'braCing for suspended ceiling " must be provided. (UBC Table 23-J) Where ceiling loads are less than S - PSF and not supporting interior part- itions, ceiling bracing shall be pro- vided by four No. 12 gauge wires secured * to the main runner within 2 inches of the cross runner intersection and splayed 90 from each other at an angle not exceeding 45-from the plane of the ceiling. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point 'within 4 feet of each wall. Attachment of restraint wires to the structure above shall be 'adequate for the load imposed. . 20. Draft stop any suspendedceiling in wood frame floor construction every .1,000 sq. ft. and in attics of com- bustible construction every 3,000 sq. ft. The maximum distance allowed between draft stops is 60 feet. Section 2516(f). 21. The tenant space and new and/or existing facilities serving the remodeled area ' must be accessible to and functional for the physically handicapped. See the attached correction sheet. Title 24, Part 2. - ' . . Show the exit sign locations; show any required directional exit signs. - Section 3314. Rooms with more than 10 occupants may .haveone exit through one adjoining, ' room. Revise exits to comply.' Section 3303(c) Two complying exits are required from 66~fe.'j) Exits must be, and main- tain, a distance apart of at least 1/2 the maximum diagonal dimension of the area served by the exits. - Section 3303 . 3Z' -'Assembly rooms with more than 50 ' occupants shall not have a lock or latch on exit doors unless they are equipped with panic hardware. Section 3318. Note on the plahs - All exits are to be openable from inside without the •'- use of.a key or,specialknowledqe". In lieu of the above, in a Group B . occupancy, you may note Provide a ' sign on or near the exit doors reading THIS DOOR TO REMAIN UN- • , LOCKED DURING BUSINESS HOURS"... S 7!. Required exit doorways shall be not ' less than 36 inches in width and not 'less than 6 feet - 8 inches in height. Section 3304(e). 28 Exit doors shall swing in the direction of exit travel (-occupant 1oad-c,eeed.s 'e-). Section 3304(b). )4. Show the locations of existing exits from the building and show the path of travel from the remodel area to the existing exits. Corridors must provide continuous pro- tection to the exterior of the building. Interruptions by intervening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered inter- vening rooms. ./3o, Show exit corridors as 44 inches wide minimum." Deadend,corridors are limited to' 20 feet when more than one exit is required from the corridor. Section /3o/2 Provide one-hour construction details for all corridor walls and ceilings serving an occupant load of 30 or more. 'Identify all rated corridors. Walls of reception rooms and lobbies which are included within protected corridors • must have walls and ceilings constructed as required for corridors., 33.. Protect all interior openings in corridor walls and ceilings. Door and frame must 'be labeled 20-minute smoke and draft 'control assembly with self-closers - or automatic closers with smoke detectors.' Section 3305(h). Glazing must be 1/4 inch-thick wired glass installed in steel frames and cannot exceed 25 ' percent of the common wall area. Section , 3305(h)2. -." ARr'A'oc,. vx' ,, • () -tc,c 0OOR ,i,j. A7oop'i A/-'.s J/, .3/4'. 3 3 34 - Show the location of fire dampers Provide fire at pene- 4( The Form 5 is no longer in use for V dampers duct .;V office space and has been replaced V .. trations of fire-rated occuancy and .' . by the Lighting Power Demand. Delete V area parations, shafts and or V the Form 5 from the plan and show the . walls and ceilin. - Section 4306(j). : V • V VV V V VV LPD on line 30-31 of Certificate-of V V V V SECOND GENERATION NONRESIDENTIAL ENERGY V Compliance '(CF-1). V V VV V V V The Certificateof Compliance (CF-1) V STANDARDS EFFECTIVE-FOR PERMIT V must be signed by-the building, owner V V APPLICATIONS SUBMITTED AFTER V12/31/86 V V V V and the appropriate California licensed V V V V professional(s) showing the license V () Provide mechanical ventilation in all type 'and number" 'per the Business and V V V rooms capable of supplying a minimum V V Professionso e. V of 5 cubic feet per minute of outside V - V V • V Any expansion of Van existing HVAC or ,Ø• V air with a total circulation of not . V VVV V lighting system, for offices, must - - - less than 15 cubic feet per minute V comply with the Second Generation Non- V 36. per occupant. Section 605 and 705. V Imprint on the plans the Certificate V V V • residential Energy Standards. V V V For office buildings, for a which permit of Compliance (CFl)V previously pre- V application was made after 1/1/87, V V pared for the entire building, or for V V V provide a plan of the total building V V V V prior tenant improvements in the build- showing present use of the occupied V V ing; all conditioned A,B,E or H, new or existing./3ØVr,., 'rs 'CoLr'c V V spaces, the vacant spaces and indica- ting those that spaces are conditioned If no Certificate of Compliance (CF-1) V V V • V or not conditioned to allow checking / was previously prepared then one should V V V that the conditioned space(s) have V be prepared and imprinted on the plans; V an average lighting power demand within V All conditioned A,B,E or n, new or V V the limits of the prescriptive package V existing. V V V selected. Submit a CF-S. ii. If the existing building was a shell V ) See the attached package *Nonresidential V E "EnergyStandards V V V 7. or speculative building without the applicable to occupancies V V HVAC system installed, and conditioned • V V A.B,E.and H. V V V office space -is being proposed, provide V VV V V The jurisdiction has contracted with Esgilthe Certificate of Compliance (CF-1) Imprinted on the plans and provide V • Corporation located at 9320 Chesapeake Drive, V V • V backup documentation to show complete V V V ..Suite 208, San Diego, California 92123;compliance with the Second Genera- V tion Nonresidential Energy Standards. . telephone number of 619/560-1468, to perform V V V V V the plan check for your project. If you have V V 34 If the HVAC system and energy design V V V • 7. were installed at the time of initial V V V any questions regardinghese plan check V V building construction, provide aVcopy items', 'please contact V V of the Energy Compliance documentation V and also imprint a completed Certificate V V V V V V V V of umpssalIe r-s ugithe V all A,B,E or H, new or existing. V 40. If lighting is being initially installed in a conditioned office space the Second .- Generation Nonresidential Energy Standards V V V apply. Show LPD complies with the allowed 1.50 watts/ sq. ft. shown on the Certificate V of Compliance (CF-1), on lines 30 and 31. V V V at Esgil Corporation V Thank you. Enclosures: 1. 3. /iCfr'A,J I C AL /' — V V //V •fVf/ 'k.) , V V It 16C V 5 I I 9 9/?// 3 ~5 :' 9" '€). 4V•VV V V V /2-. V SYVV ,4,j f) VVf)Vd 7 1, V VOV)• XVW 4 r V/t/4 Al-)C V V 1f..4/<C 4.V<VV V V •VV VV V V V V V VV •:-- .' V VVV VV - V V VVVV V V VV i-c' ic (vcv &r't, -`3 65 570 () . 4 ô /-/ (''./AJC/ 4 oi 2ô SiA, 7J0 , o Q 3320 (/,-.so 328 ,4 7&, xt7 ,4,?6 •''' /'o'-' o'u'' 3p3 s r,' h.;,' p , ge.. 71 ,4v £x Ex,r Exi - AJ.S€.0 7#1Qj4Y /OO ,C6 rl 3z. 329 • CIO dOt '.4 / - c . • j i,. A' — S o o .5 ,A" , /Scrio.ti ôi-,' / f)r,'c.. 5O/7 S1-13 frOR 4c.t ,-'11657 / 4) 41 A64 ,4v/VS/ #4/ /I3C Ct/04J 5Z),3e77/ 7E5C —• A.A O'•_ __c- • 7ZSM. :'/ ELECTRICAL PLAN COP.RECTION SHEET JURISDICTION (Q.1Y trq,CAR LS7tT22 DATE PLAN CHECK NUMBER PLAN CHECKER Submit complete electrical plans. and specifications. 7 Submit plot plan showing location of all se'rvices; switchboards; transfbrmers; and panels. - Submit complete one-line diagram of service and :E sho'-i. eonduit and wire si2e-s; specify aluminum or copper conductors and. type of insulation. Indicate sizes of fuses and/or circuit b.-eakes; approximate length ef £eedér-. Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NE,C230-981110-9. C.,4/_L- of..1)/p oFi 1 ,4,U:i:' '? I. c e.4r7,3 . ?5&)- f 5. Indicate the grounding -system be installed •or (a) building service (b)transformers.. j -r s TyP~ Lé' ,2 Indicate dimensions of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). Prbvide overcurrent protection on the secondary siae of trans- formers. NEC 240-21/384-16(d). • . •• Submit electrical panels sheduleX'E,CC Indicate (a) existing buildixg load, (b) added building load and size of existing service. Indicate wiring method. . Show exit.signs on the electrical lighting p1an. Note: Power for exit lights and emergency lighting must conform to the 1982 UBC Sections 3313 and 3314. 1' ).ZProVide receptacle(s) within 25' of the roof mounted A/C units. • UNC Section 509. • . Provide multiple switch lighting controls per CAC,. Title 24, XT-1 Ot)'L4A)~ ,47c2( ,7 3o-9Sfl ShqLLW. TPR ,3c5 1T(' 3f1&\) //5T/A)574 L Lb e,) SiT& ',ecprr 'D &]' D47q. c/ J/S 1R SFoit7 /z:vq 7c) L/L )7R_ qkr,zi(/), . is .4 4 e 4 t TITLE 24 MANDATORY REQUIREMENTS . . .. (To be nothd on piansrspéáifications) ;.. HVAC Controls Sec 2-5315 (a) Each HVAC system shall 1. Be' equipped withat.least'one aiitomaticdevice 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 rnaintain,space temperature set points from 55°F to..85°F. 'Two or more replaceable 5 fixed set-pointdevices shall be permitted if. installed so as to maintain space temperature S . set points in the zone that they 'control; S • . 3. Be ab14 to provide sequent'ial temperature . control of 'heating and cooling capácity. in each zone, if both heating and 4co01ing, are provided; . 4. Providè.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; . • ;4 5 Be able to'terminate all heating at 70°F or less; S... •• . and.. 6. Be able to terminate all cooling at 78°F. or. more. S . EXCEPTION: Multiple. zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply iith Section .' 2-5315(a) 4, 2-5315.,(a) 5, :and 2-5315(a)6.. .(b). Zoning. Each zone shall be provided with at least one of the devices specifiedinsubsection(a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall - S contain at least one zone. Ventilation Systems S • Sec. 2-5316- on . . . On mechanical ventilation supply and, exhaust systems capable of moving more than5,000 cfm of air,. auto-" S . matic dampers interlocked and closed on fan shut- • down shall be provided. On .gravity venti-lating systems, either..automaticàr readily accessible' . manually operated dampers in all openings to the,,- - outside,, other than combustion air'--openings,-shall be provided. . ,. .. S. • S .• ' Doors-and Windows . - •• . . . Section 2-5317. • . S S• . (a) Doors and.windows between conditioned-and üncon- - .ditioned spaces, such as garages and closets for . .. central forced air gas -furnaces using outside air for combustion, shall, be dsigned to-limit air . leakage into'or from the building envelope. - . 5 5. .,.. - 4 . . ,.S • S "Only for nonresidential :... other, than offices" '- •, . ' Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the• 'buildingenvelope shall'meet, each of the following re- .quirements 4' Each area enclosed by cei'lingheight partitions° - shall have independent control of. .the lighting . within that area. . . . . . Each area enclosed by ceiling-height partitions .• shall have at-least one readily accessible manually operated switching device to control . . lighting within the area. For lighting controls,: "readily accessible" means located so that a person using the device can see the controlled lights or the area being: lit. Switching devices in addition to, but not instead-of, the required readily accessible, manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load maybe reduced by at least one-half while maintain- ing.. a reasonably uniform level of illinination throughout the area. Readily accessible switches, ..........that control each luminaire in a space with more than one luminaire, or that 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 .theoriginai,occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use . , . them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures - . . Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type, and lavatories' in public - facilities having devices that limit the flow of hot water or have self-closing faucets or having devices • • that limit the outlet temperature to a maximum of - -110°F) Section 2-5314, Table 2-53G. . - . .• . . . "Onlyfor nonresidential . . • • . . . offices" other than " • , - • S TITLE 24 CONSTRUCTION COMPLIANCE STATEMENT REQUIREMENTS (To be noted on plans or specifications) CONSTRUCTION COMPLIANCE ,..,(a) .Prior to occupáncy.:of the bui.ldin the person. responsible for the construction or installation. 'shal,l provide the building department "a signed : statement, showing the building permit number, ,add listing all the manufactured ,device in- 'stalled, including the name of the manufacturer, model number date of 'manufacture, manufacturer's stated efficiency, including the source cooling ' . . power index; source heating power index and 'fan performance index .Of each HVAC system. In lieu of the list reference may be made to 'the plans and specifications, if all the above in was contained in the plans and -' specifications. Each-document shall be signed by the person re- .. spónible for its preparation. The signer shall . be a, civil engineer, mechanical engineer, electrical engineer,.architect, building designer, general building contractor, or specialty con- tractor, licensed-or rgi.stered to practice by the State of California;. shall be the building owner if he or she is allowed by law 'to prepare the document. If more than one person has responsibility for building design or construc- tion, each person may, prepare and sign the document or documents .applicable to that portion ,of the design or'contruction for which the • ' person was responsible; or the person with chief ' ' responsibility for design or 'construction may ' prepare and sign the document for the entire' ' ' - ' design-or construction. ' INSULATION CERTIFICATION . '. Prior to occupancy the insulation installer , • .' ' ' , shall post in a conpicuous location in the build- ing, a signedcertificate containing the build-' ing permit number and stating the. insulation was installed in'accordance'with'the approved plans" ' ,and specifications. The certificate should also • • ' ' show the manufacturer's name, material idenitif i- catIon, "R" value and, for blown insulation, the ' ' minimum weight pei square foot consitent with manufacturer's design data. , ' ' • ' SECOND GENERATION NON-RESIDENTIAL STANDARDS (APPLICABLE TO PERMIT APPLICATIONS SUBMITTED AFTER JANUARY 1, 1987.-FOR-OCCUPANCIES A, B, E, ORH FOR NEW BUILDINGS, INCLUDING "SHELL AND "SPECULATIVE" - BUILDINGS, AND TENANT IMPROVEMENTS AND OTHER ALTERATIONS AND ADDITIONS) APPLICATION OF THE STANDARDS A Certificate of Compliance (Form CF-1) must be included with all building permit applications submitted after January 1, 19871 subject to energy conservation i.e., second - generation non-residential- standards, first generation non-residential standards adopted in 1982, single family homes and apartment buildings and otherlow-rise residential buildings of three stories or less and first generation residential standards for hotels and motels and high-rise residential buildings of four stories or more. 2. The Certificate of Compliance must be signed by the professional (or professionals) responsible for design and the owner. These signatures represent a commitment to make future building improvements or modifications according to the standards indicated on the Certificate of Compliance. D Section 1403(a)1 of the standards requires that the energy calculations be signed by a person eligible to sign the plans under the Business and Professions Code. Under the terms and restrictions of some licenses, for example, an electrical engineer may be able to sign some documents and specifications such as electrical plans and lighting energy documentation, but no EVAC plans and documenta- tion. The section does not require that the documen- tation be prepared by a licensed person, only that the documentation be signed by an authorized person who will take responsibi- lity for their correctness in showing compliance with the building energy efficiency standards. For example, computer runs and calculations that are prepared by an unlicensed energy consultant must be signed by the responsible person, such as a registered architect or civil engineer. A copy of Form CF-I, complete and signed, must be permanently printed on the plans. This enables the code enforcement official to verify that the copies of form CF-1 submitted With future permit applications (for modifications to the building) are consistent with the original Form CF-l. G Note on the plans that a separate copy of Form CF-I was retained by the building owner to be passed on to future owners or tenants of the building so that they will have a record of the energy efficiency Standards that will apply to future modifi- cations. it is the responsibility of futute building permit applicants to resubmit the previously approved Form CF-1 with subsequent permit applications. If the building applicant does not have a copy of the energy standards compliance forms originally approved, the applicant must comply with the standards presently in effect. 7'. Construction that does not increase condi- tioned space in an existing building, where applidations for the existing building permit was before January 1, 1987, cannot increase the overall U-value or overall thermal transfer value, new HVAC systems or equipment must Comply with the prescripture requirements of the second generation non-residential standards including the HVAC power indices that may apply and when improvements or modifications to the lighting system increase the connected load, then the proposed improvements must comply with the set of standards that are in effect for the occupancy type at the time the permit application for the lighting improvements are proposed. This has special significance for speculative buildings that are originally permitted under the first generation standards, but for which tenant improvements are made after the second generation energy standards have become mandatory. (See attached examples 1-1 and 1-2) For construction in an existing building, that increases the conditioned floor area, the set of standards that are in effect at the time of the permit application apply to the increased conditioned floor area as though it were a separate new building. The conditioned floor area of a building is usually increased in one of two ways: Space is added to the building, such as additional floors or a new wing. Heating and/or cooling systems are extended to spaces that were previously unconditioned. When either of these two events occur, the envelope and lighting requirements of the prescriptive standard apply to the increased conditioned space only. It is not necessary to upgrade the envelope or lighting system of the existing building. (See attached example 1-1 and 1-2) 9. The mandatory measures apply to all new construction, regardless of the date of the original permit or whether conditioned space is increased. The mandatory measures only apply to building components, systems or specific pieces of equipment that are part of the construction project. The mandatory switching requirements, for instance, would only apply if recir- cuiting were proposed as part of the project. id. Existing buildings, for which the original As with speculative buildings, a Certificate 7 permit application was made after January 1, of Compliance would be submitted to document 1981, should have the Certificate Of assumptions made about future building Compliance available to allow comparing improvements In the case of shell buildings. the design of proposed alterations. multiple Certificates-of Compliance may (no increase in conditioned space) or be required along with multipledocumentation. additions (conditioned space increased) it is also suggested.that performance with the original design assumed when calculations, which specify less than the building was constructed, the alterations 1.4 Watts/sf be accepted only when the or additions must be consistent with . designer can demonstrate a capability the original design assumptions. The to construct a building with lighting designer may choose to modify the original loads of the proposed level. Also air Certificate of Compliance by showing . . conditioning units with an SEER greater the modified design complies with the than 10 should be accepted only when standards. The new Certificate of Compliance there is documentation of at least two would govern any future modifications available brands meeting the proposed or additions. . requirements. If the original Certificate. of Compliance cannot be located then the entire building, 13. Mixed use buildings must comply with including the proposed alterations or the specific standards pertinent to the additions, must be shown to.comply with various occupancies with the building. the current standards. If mixed use building design has a single Speculative buildings are defined as predominant occupancy with other smaller / - those buildings where the occupancy subordinate occupancies the building type is known at the time of building need only meet the provisions of the permit application, but the plans and predominant occupancy so long as: specifications do not include design details about the lighting system and/or the subordinate occupancies total the final HVAC improvements. The lighting less than 1,000 square feet and and/or final HVAC improvements are to are less than 30 percent of the be made by the tenants on a space-by- total conditioned floor area or space basis as the building is leased. the subordinate occupancies constitute At the time of the original building less than 10 percent of the total permit, assumptions regarding future conditioned floor area. lighting and HVAC improvements must be made to determine if the building will When one of the above exceptions do not comply with the standards. This is apply, either the prescriptive or performance especially important with the performance approach may be applied according to approach. the following guidelines: When the original plans for a speculative With the prescriptive approach, each building are submitted to the enforcement occupancy must be analyzed and shown agency, the Certificate of Compliance to comply separately. The appropriate should specify the assumptions required compliance documentation should be about future building improvements, completed for each occupancy. No trade- offs are allowed between occupancies When using the prescriptive approach, under this approach. the Certificate of Compliance should specify the alternative component package With the performance approach, the occupancies used to show compliance at the time of may be analyzed together or separately, the initial permit application. This depending on special circumstances. It same package would be applied to any is generally necessary to analyze the occupan- future work that is performed on the cies separately when they are covered by building, unless compliance is redemon- different standards. For instance low- strated for the whole building at the rise residential and office space within time of the future work, the same building would have to be analyzed Shell buildings are defined as those struc- separately since they are covered by two separate standards, each with its Own approved ' tures where the ultimate occupancy of . calculation methods, operating assumptions, the building is not known when the original etc. If retail and office were together building permit application is filed, in the same building, it would be possible The structure, for example could eventually to analyze both occupancies together since be used as an office, warehouse, restaurant they are covered by the same standard. or retail space, depending on market When occupancies are analyzed together, demand. This means that the building there may be tradeoffs between occupancies; could be covered by the first generation otherwise, tradeoffs are not possible. nonresidential energy standards or the second. . )4. Processing for fast-track processing is a mechanism established through cooperation To address this potential problem, it between the developer and the local urisdic- is recommended that multiple compliance tion to speed development review time and documentation be submitted for shell . to facilitate the ability to apply for buildings. Multiple documentation ensures and receive approval for permits in stages. that the structure will comply with whatever The enforcement issue with fast-tract buildings energy conservation standards are applicable is much the same as for speculative buildings. to the eventual occupancy type. Assumptions must be made early on about - lighting and/or HVAC designs that have Subsequent permit applications for completion not yet been drawn up. The problem is of the building should also be submitted slightly less complicated since fast- with multiple documentation unless the track buildings are often carried-to occupancy has been clearly identified . completion by the same design/developer and falls within a single set of standards. - team. Since the issues are similar, the Future changes of occupancy would require recommendations for shell and speculative documentation that verifies satisfaction buildings would generally apply. of the appropriate set of standards. - I - * INTlODUCTION '' •. . Sectfoa' 1.6. '. 1-1 New Construction in an txi sting Building SITUATION: The basement of an existing two-story office building" in Sacramento (cli- mate zone 12) is used for dead storage andis neither heated or cooled. The basement is proposed to be converted to leasable office Space. A new lighting system would be installed along with"other interior improvements, including new wall finishes on the exterior walls. The basement walls are built,of 8 Inch normal weight,, concrete masonry units 'and are grouted solid. The existing 'walls have a heat capacity of 16.8 and an. R-value of 1.78. There are no windows ,and no new windows are proposed. 'The existing building is served by a central variable air volume system with hot water reheat. The system is of adequate size to serve the basement with no - modifications other' than extending the ddctwork. The,. permit for the original building,,was obtaifled in 1956.- CODS APPLICATION: . '. •' . , ' In this example, the code is triggered , because there is an increase in conditioned area.' Since the original building permit was obtained before January 1,. 1987, there is no certificate of compliance for the building. U the prescriptive 'approach is used, the requirements apply* only to ' those building components proposed to be altered, in this case the lighting system, the exterior opaque walls and the new ductwork and piping. If' package A is selected the lighting power density would be 11mited to 1.5 Watts/sf and insulation must be installed on the exterior walls to achieve a total R-value of 5.8. , If package C is selected, the lighting power denEity would be limited to' 1.4 Watts/sf and the total R-vàl.ue of the exterior wall need only be 2.0. This could be met by the addition of a furring space- and the 'interior drywall. .Alternativel y, the applicant could use the tailored lighting power 'density method to justify higher lighting power density if there were unusual lighting needs. This option is discussed in greater detail in Section 3-3. No improvements would have to be made to the existing HVAC system, but the new ductwork and piping would have -to be installed in accordance with. the 'mandatory requirements discussed Chapter 2.0 of the manual. The lighting system mandatory requirements would also have to be met (switching and energy efficient ballasts). If Package A is selected and exterior wall insulation is required, then the insulation must meet the mandatory re- quirements dealing with insulation quality. If the performance approach is used, then the budget for low-rise off ice buildings would apply. The budget could 'be met separately for the basement or together with the existing building. This option is discussed 'in re detail in Chapter .4.0. Even with -the performance approach, the mandatory requirements discussed above would have to be met. Revised Sept.iiber 1986 L Ir INTRODUCTION ' Section 1.6 F_tMPLE 1-2 Final Improvements-in a Specu1atic'e Building - SITUATION: A permit was issuedin 1985 for a specul ati ye office building under the first generation nonresidential energy standards. The permit included the building shell and the 'central HVAC system. After the new standards became mandatory, a- tenant leases space in the building and files for a building permit to install interior finishes, a lighting system' and final duct runs from the VAV boxes. CODE APPLICATION:'- Since the building was permitted before-January l,'1987, no Certificate of Compliance exists for the building. Also, because the HVAC system had been previously permitted, the tenant improvements: would be treated as construction that does not increase the' conditioned space of the building' and -only -those building components or -systems being altered would have to-- comply with 'the new standards. 'The second generation standards, not the first, apply to the tenant improvements. No upgrades would be required for thè building envelope or the HVAC system since the tenant proposed to do no work on these systems., The,'lighting system would have - to comply with the second generation ,,nonresidential energy standards, since there is an increase in lighting" load, 'i.e. a new 'lighting system is being' Installed in a 'tenant space that 'currently has no lighting system. Had the building permit for the original building shell been issued without ,the HVAC system, the proposed tenant improvements would'have 'had to include installation of an HVAC system. Zn this event, the tenant improvements would be considered to increase the conditioned space 'of the 'building and 'all requirements of the new standards would be 'triggered, including a possible upgrade of the building, envelope. - - Revised Septer*ber 1.986 1.-'20 - TITLE 24: :DISABLED ACCESS REGULATIONS Q4—RESIDENTIAL CHECK, LIST[ AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. A. WALKS AND SIDEWALKS (SEC. 2-3325) 3. In each parking area, a bumper or curb shall be pro- I. Walks and sidewalks shall have a continuous corn- vided and located, in prevent encroachment of cars man surface, not interrupted by steps orby abrupt over the required width of walk.wrys. Also, the space changes An level exceeding Vs inch, and shall be a shall be so located that a handicapped person isnot minimum of 48 inches in width, compelled to wheel or walk behind parked cats other 2. Surfaces with a slope 01 less than 6 percent gradient than their own. shall be at least as slip.rcsistant as that described as a medium salted finish. Pedestrian ways which are accessible to the physi. 3. Surfaces with a slope of 6 percent gradient or greater ally handicapped shall be provided from each such shall be slip-resistant. . parking space to realted facilities, including curb 4, Surface cross slopes shall not exceed ¼ inch per foot. cuts or ramps as needed. Ramps shall not encroach Walks, sidewalks and pedestrian ways shall be free into any parking space. of gratings whenever possible. For gratings located EXCEPTIONS: I. Ramps located at the front of in the surface of any of these areas, grid openings . physically handicapped parking spaces may in gratings shall be limited to 14 inch in the direction encroach into the length of such spaces when of traffic flow, such cncroachmcnt does not limit a handicapped When the slope in the direction of travel of any walk person's capability to leave or enter their vehicle exceeds I vertical to 20 horizontal it shall comply . thus providing equivalent facilitation. with the provisions for Pedestrian Ramps. 4. Surface slopes of parking spaces for the physically 7. Abrupt changes in level along any accessible route . handicapped shall not exceed ¼ inch per foot in shall not exceed 14 inch. When changes in level do' - any direction. occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding . -5, Entrances to and vertical clearances within parking '.4 inch mav be vertical. When changes in levels structures shall have a minimum vertical clearance of 8 feet2 inches where required for accessibility greater than Vi inch arc necessary they shall comply to handicapped parking spaces. with the requirements for curb ramps. 8. Walks shall be provided with a level area not less 6. Handicap parking identification signs shall be than 60 inches by 60 inches at a door or gate that provided as required by Section 2-7102(e) in the swings toward the walk, and not less than 48 inches following locations: wide by 44 inches deep at a door or gate that swings On the pavement vithin each required park- away from the walk. Such walks shall extend 24 i ng space inches to the side of the strike edge of a door or gate that swings toward the walk. At the entrance to the parking facility. 9. All walks with continuous gradients shall have level a areas at least S feet in length at intervals of at least - - D. SANITARY FACILITIES (SEC. 2-541) every 400 feet. - 1. Where separate facilities are provided for non-handi- B. HAZARDS (SEC. 2-3326 ) capped persona of each sex, separate (aclitics shall 1. Warning curbs, Abrupt changes in level, except be provided for handicapped persons of each sex -. also. Where un'uex facilities age provided for non- between a walk' or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimen- handicapped persons, such unisex facilities shall be sion, such as at planters or fountains located in or provided for the handicapped. 2. Where sanitary facilities are located on accessible adjacent to walks, sidewalks, or other pedestrian floors of a building, they sisall be made accessible to ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface the physically handicapped. to warn the blind of a potential drop off. When a . 3. Passageways leading to sanitary fatalities shall have a clear access- width as specified in Chapter 33. All guardrail or handrail is provided, no curb is required doorways leading, to such sanitary facilities shall when a guiderail is provided centered 3 inches (plus have: or minus one inch) above the surface of the walk or A cleat unobstructed opening width of 32 inches. sidewalk; the walk is 5 percent or less gradient or A level and clear area for a minimum depth of no adjacent hazard exists. 2. Overhanging Obstructions: Any obstructions that 60 inches in the direction of the door swing as . measured at right angles to the plane of the 1"ur overhangs a pedestrian's way shall be a minimum of 80 inches above the walking surface as measured in its closed position, and 44 inches where the from the bottom of the obstruction. &. 6 door swings away from the level and clear area. ultiple accommodation toilet facilities shall have C. PARKING (SEC. 2.7102) following: 1. The following table establishes the number of hands- A clear space measured from the floor to a height capped parking spaces required: 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a \ IN' .S ,sv'oeciit,/ Total Number of Number of Handicapped Parking circle with a diameter not less than 60 inches, or Parking Spaces Spaces Required 'size. a clear space 56 inches by 63 inches in - 40 Doors other than the door to the handicapped / e .. r'-' s 41 - 80 .......2 toilet compartment in any position may encroach! 81 -120 .......3 into this space by not more than 12 inches. 121 -160 .......4 b) A water closet fixture located in a compartment 161 -300 ......., shall provide a 28 inch wide clear space from a 301 -400 .......6 , fixture or a 32-inch wide clear space from a wall 401 -500 ' at one side of the water closet and a 48 inch long over 500 . . . . . . . I for each 200 additional spaces clear space in front of the water closet if the provided ' compartment has an end opening door (taring - the water closet). A 60 inch minimum length When less than S parking spaces are provided, one clear space shall be provided in a compartment with the door located at the side. Crab bars shall shall be 14 feet wide and lined to provide a 9 foot not project more than 3 inches into the clear parking area and a S loot loading and unloading spaces as specified above. area. 2. Physically handicapped parking spaces" shall be l, c) A water closet compartment shall be equipped " 'cated as near as practical to a primary entrance, If - with a door that has an automatic closing device, only one space is provided, it shall be 14 feet wide and shall have a clear unobstructed opening width and lined to provide a 9 trtot parking area and a - of 32 inches when located at the end and 34 5 foot loading and unloading area. When more than inches when located at the side with the door one space is prusitle,l in lieu of providing a 14 loot positioned at an angle of 90 degrees from its wide space for each parking space, two spaces can closed position. Except for door opening widths be provided within a 23 foot wide area lined to and door swings, a clear unobstructed access not provide a 9 haul parking area on each side of a 5 foot less than 44 inches shall be' provided to water loading and unloading area in the center. The nun. closet Compartments designed for use by the imum lessgth of each parking space shall be 18 feet, - handicapped and the ipace immediately in front - ' - 102385 '. :. .: PA' GE of a water closet compastmcnc shall be not less - that 48 inches as measured at right angles to corn- It DRINKING FOUNTAINS (SEC. 5-1507, 2-511) - 1. The-drinking fountain shall be a minimum of 18 Op nt door'n'ts do'cdposiuon. 5. Single acco".odst*on toilet facilities ss.0 in depth and there shU be clear and unob- structed spaccs under the drinking fountain not less hive the following: that. shall be sufficient -' than 27 inches in height and 18 inches in depth, the. 3aCs to the toilet room for a veweicrisar ei' . depth measurements being taken from the front edge - taring 30 Inches side by 48 inches Long to enter . of the fountain. A side approach drinking fountain the room and permit the door to close. The - . is not acceptable. 2. The bubbler shall be activated by a control which is - . ester closet shell be located in a space stitch - easily operated by a handicapped person such as a- S provides a 28 inch side clear space from aft'- . hand-operated lever type control located within - ture or a 32 inch side clear space from a veil - 6 inches of the front of the fountain, a push bar atone aids of the water closet and 48 inches control along the front of the drinking fountain, of clear space in front of the aster closet. . . etc. The bubbler outlet orifice shall be located within 6 inches of the front of the drinking fountain -: 6. In an existing building a single accommodation toilet . and sisall be within 36 inches of the floor. The water facility may have the water closet fixture located in stream from the bubbler shall be substantially V a compartment which provides a clear space of not . parallel to the (runt edge of the drinking fountain. less than 36 inches wide by 48 inches long in front S. Where water fountains are provided, they shall be of the water closet. V liated completely within alcoves, or otherwise - - . --- 7. Crab bats located on each side, or one side of the . positioned so as not to encroach into pedestrian back of the physically handicapped toilet stall or ways. . compartment shall be securely attached 33 inches S above sndparallel to the floor. Crab bars at the side S -I. DOORS Ic HARDWARE (SEC. 2-3301, 3304) shall be at least 42 inches long with the front end . All primary entrances to buildings shall be made positioned 24 inches in front of the water closet . accessible to the handicapped. stool and grab bats at the back shall be not less than 36 inches long. Hand activated door opening hardware shall be S The diameter or width of the gripping surfaces of a centered between 30 inches and 44 inches above the floor. Latching and locking doors that ate hand acti. grab bar shall be 1'.4 inch to Il's inch or the shape . vated and which are in a path of travel, shall be oper. shall provide an equivalent gripping surface. If grab able with a single effort by lever type hardware, by bars are mounted adjacent to a wall, the space be- panic bars, push-pull activating bats, or other hard- tween the wall and the grab bars shall be 114 inches ware designed to provide passage without requiring S. A clear floor space 30 inches by 48 inches shall be the ability to grasp the opening hardware. Locked S provided in front of a lavatory to allow a forward . exit doorsshall operate as above in egress direction. approach. Such des: floor space shall adjoin or . Doors to-individual hotel or motel units shall oper. overlap an accesible route and shall extend into knee ate similarly, except that when bolt and unlatching and toe space underneath the lavatory, 9. Where urinals are provided, at least one shall have a operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full bowor clear floor space 30 inches by 48 inches in front of V.4 inch (half bow) shall be provided in lieu of lever urinal to allow forward approach. type hardware on the corridor side. Separate dead • () the Where facilities for bathing are provided for • lock activation on room side of corridor doors in the public, clients or employees, including . hotels or motels shall have lever handle or large shavers, bathtubs or lockers, at least one thumb turn in an easily reached location. such facility shall comply with the Piandi- . V S • cap access standards in Section 2511(a)9. - 11. 1/4 inch thick identification symbols shall be provided an doors to sanitary facilities. 3. Width and Heights. I. Every required exit doorway A 12 inch triangle for vets and 12 inch dia- shall be of a size as to permit the installation of a motor circle for eaven is reesuired. door not less than 3 feet in width and not less than 6 feet, 8 inches in height. When installed in exit S doorways, exit doors shall be capable of opening at . E. WATER CLOSETS(SEC, 5-1502) least 90 degrees and shall be so mounted that the V I. The height of accessible water closets shall be a nun- dear width of the exitway is not less than 32 inches. S . irnuiss of 17 inches and a maximum of 19 inches 4. For hinged doors, the opening width shall be mca. - measured to the top of the toilet seat. Flush controls sured with the door positioned at an angle of 90 - shall be operable by an oscillating handle with a degrees from its closed position. At least one of a maximum operating force of 3 Its or by a remote - pair of doors shall meet this opening width require. - .. low voltage button. The handle or button shall be - ment. Revolving doors shall not be used as a required located so they are operable without requiring entrance for the physically handicapped. - excessive body movement. 3. Maximum effort to operate doors shall not exceed F. URINL.5 (SEC. 5.-i 503) 8.5 Pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied -1. Where urinals are provided at least on elongated at right angles to hinged doors and at the center rim at a maximum of 17 inches above the floor is plane of sliding or folding doors. Compensating - required,- - 2. Flush controls shall be hand operated, and shall be devices or automatic door operators may be utilized to meet the above standards. When fire doors are mounted no more than 44 inches above the floor. - .-.. required, the maximum effort to operate the door C. LAVATORIES(SEC. 5-1504) - - maybe increased not to exceed 15 Pounds. - 1, Lavatories shall be mounted with a clearance of at -. 6. Construction, The bottom 10 inches of all doors - - - least 29 inches from the floor to the bottom of the except automatic and sliding shall have a smooth - apron with knee clearance under the front lip ex- uninterrupted surface to allow the door to be tending s minimum of 30 inches in width with 8 opened by a wheelchair footrest without creating a - .• inches minimum depth at the top. Toe. clearance trap or hazardous condition. Where narrow frame * shall be the same width and shall be a minimum of doors are used, a 10 inch high smooth panel shall be 17 inches deep from the front of the lavatory, installed on the push side of the door, which will 2. Not water and drain pipes under lavatories shall be allow the door to be opened by a wheelchair footrest - V. insulated or otherwise covered. There shall be no - without creating a trap or hazardous condition. sharp or abrasive surfaces under lavatories, - -- 7. Thresholds shall not exceed Vt inch in height. - 3. Faucet controls and operating mechanisms shall be Where turnstiles are used a door or gate that is operable with one hand and shall not require tight accessible to the handicapped shall be provided -- - grasping, pinching or twisting of the wrist. The force - within 30 feet. r'uired to activate controls shall be no greater than there shall be a level clear area on each aids 5 Its. Lever-operated, push-type and electronically controlled mechanisms are examples of acceptable of an salt or passage door. Provide 60 inches - - designs. Self-dosing valves are allowed if the faucet - clear in the direction of the door 55mg and - fcmai.ls open for at least 10 seconds. . '44 inches on the aide opposite the door lying direction. tleasurementa are to be at- right - •. S - angles to the closed door. - V 102385 PACE 3 V 10. The-width of the required level area on the side . : - V R. ELEVATORS (SEC. 2-510)-) • Into whICh the door swings shell extend 24 Inches' . . 1. At least on. elevator shall have 's mini in-w past the strike edge for exterior doors and 18 aIde car platform of 6 fist 0 Inches wide by 4 V - inches past the strike edge for Interior doors. V feet 3 incea deep with a minimum clear opening V V 11.-, The space between two consecutive door openings. width of AZ inches In buildings more than three V V V V - in a vestibule serving other than .a required V V stories in height and in all buildings whir. . exit stairway shall provide a minimum of 48 V elevators are required. V V Inches of clear space from any door opening into 2. Passenger elevators in buildings other than , thoae V the, vestibule when the door is open 90". Doors required In 'No. 1 above and serving in occupant V V, V V V .'into a vestibule shill swing In the same direc- V load of more than 50 shall have a minimum Inside V Lion or they both shall swing sway from the V V car platform of 5 feet 8 inches wide by 4 feet 3 V V vestibule. V V V V V V V V inches deep. 000r, shall be 3, feet clear 'aide 3 CORRIDORS •— cxi; oatcrcs (-SEC . 2-3305) . slide-type. V V V V 1. Corridor, that exceed 200 feet in length shall: VV V V 3. Passenger elevators in buildings other V than thoes V V Xive a am minimum width of 60 Inches; V V required in No. 1 above end serving an occupant V V V V 60 Inch x Have at a central locution, a V load of less than 50 shall have a im.a ainl Inside V V V -• V 60 Inch sins wheelchair turning/passing V minimum car platform of 4 feet 6 inches wide by 4 feet 6 V V V V V V V V space; or inches deep. The door opening shall be at least - V C- Nave at a central location, an Intervening 2 feet ,S inches clear width. - V . V cross corridor (minimum 44"); or V 4. All passenger elevators shall have handrail 10- V V V V V V V d. Have at a central location, in openable , V V cated 2 feet 6 inches to 2 feet 10 inches above V V V V V V door which provides complying access to an ' the car platform. V V V area adjacent to the corridor. 3. Elevator car operation button, need to be with- , V V ' V V K. STAIRWAYS (SEC. 2-3306) in reach of wheelchair users and of a type that 'persdna V blind or partially sighted can identify V Handrails shall extend a minimum of 12 inches V as required by Section 25103(in) V V V b.ynd the top nosing and 12 Inches plus the. 6. Wheelchair lifts shall comply with 5ec.2-5106 , V trend width beyond the bottom nosing. 'V V 2. be ' RtFUCE AREAS szc. 2-3303 )EIRE MARSHAL a.&*rco V VV lea, than 1-1/4 inches nor more than 2 inches V In cross-sectional diaenaion or the shape 11 V V l• (Very multi-story building where access is pro- Provide an equivalent gripping surface and shall have a smooth surface with no sharo corners. V V designated (signed) rooms or areas on each floor V 3.V The upper approach and the lower treed of 'each , to provide safe refuge for the handicapped. V Interior stair and every tread of exterior - Refuge areas are not required on stories opening V V V stair, shall be mocked by a strip of clearly con- - V - to grade or with ramps to grade or in stories ' V - trasting color, at least 2 inch., wide, placed V used only as service basements or. only for park- V V V parallel to, and not more than 1 inch from the V V Ins]. V V V nose of the step or lending to alert the visually 0. TEI.EPHC1'ES (SEC. 2-511) V V V • impaired. (Applies to stairs with 2 or more risers)' . 2. General. If public telephones are provided, 'they 4 stairways ate not permitted. Risers shall " ' shall comply with Section 2-511(d) - sufficiently solid to prevent the paaa.ge of V V - ' objects larger than 1/4 inch , V P. £l.ECTRIC.L. • V 3. Tread surfaces shall be slip-resistant and shall• V V • Electrical receptacle. (15, 20 and 30 amps) shill V V have smooth, rounded or c*ssmtered exposed edges. V V V be it least 12 inches above the floor. V V V V The lower front edge shall be beveled or rounded. ' . Section 3-210-50(e) 6. Nosing shall, not project more than 1-1/2 inch V V , 2. Switches and control, for lights, appliances, , past the face of the riser below. ' V V' V cooling, heating and ventilating equipment shall V V V V be not less than .3 feet nor more than 4 feet V V V V V L. RAMPS (SEC., 2-3307) V , above the floor. Section 3-380-8 ic V 1. The slope of a ramp shill not exceed I in 12. 3 fire alarm Initiating devices shall be. 48 inches V V 2. The top landings ens ramp must be at least 60 , above the floor, ground or sidewalk. V inches in depth. ' '3-760-3.l Section V V V V V 3. If a door swings onto a top landing the landing depth SPECIfIC 0CCt2Cy REQUIREMENT ' @Chapters V V ' shall be not cm than 42 inches plus the width of the V - 2.6 through 2-14 have specific occupancy door. 4. The top landing shall have a width not teas than its requirements for access in addition to the general, depth. V V requirements listed above. Provide notes and do- The top landing shall extend not lessthan 24 inches, • , tails to comply wIth beyond the strike side of the door at exterior ramps V and 18 inches at interior ramps. V ' The bottom landing shall be not Icis than 72 inches ' ' - • oA' 0i cPat-'c-, ' V V deep. , • - , 7. Intermediate landings shall be provided at turns and whenever the change in level exceeds 30 inches. ' V S. Intermediate landings on straight ramps shall have a depth of not Icu than 3•0•• Intermediate landing, V V V on ramps that turn greater than 30 degrees shall be V V V - not less than 6 feet in depth. V 9. Ramps shall be not less than 4 feet wide. to. Ramps serving a primary entrance for an occupan•t ' V ' load of, 300 or more shall be not less than 5 feet V - wide. - . It. Handrail, shall be placed on each side of each ramp , ' V • , ' V ' ' ' 'V V V , and shall extend 12 inches beyond the top and' V , , , V bottom of the ramp. 12. Surfaces of ramps shall be slip resistant. V - " V V ' • , V V , - 102385 REMODEL OR TENANT IMPROVEMENT CONSTRUCTION VALUATION The Building Official is mandated by State law, to determine the value of work proposed in each application for a Building Permit. The value to be used, shall be the total value of all construction work for which the permit is issued as well as all finish work, painting, roofing, electrical, plumbing,, heating, air conditioning, elevators, fire exting- uis'hing'systems and rnany other permanent equipment. Uniform Buildirg Code Section 304 (a) .APPLICANT PLEASE COMPLETE SITE ADDRESS 1%j fALoM( v'tj9oLThA PLAN CHECK NO.__________ DESCRIPTION OF PROPOSED WORK c4 -r T#-rT 44.tYcb1A..f1 10 AM Hell AREA OF ' REMODEL , TENANT IMPROVEMENT______________________ ADDITION________________________________ PROPOSED WORK INCLUDES: NEW SUSPENDED CEILING YES J NO NEW HVAC J YES J NO NEW FIRE SPRINKLERS YES NO NEW PARTITIONS .. J YES wo NEW PLUMBING YES El NO NEW ELECTRICAL ' YES El HAS A CONTRACTORS ESTIMATE BEEN RECEIVED FOR THE PROPOSED woRK?iyEs( ]NO ITEMIZED COST ESTIMATE IS ATTACHED ' YES [ ] NO I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT-- ING, ROOFING, ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRE EXTINGUISHING SYSTEMS, AND ALL,PERMANENT EQUIPMENT IS:$___________ THIS VALUE IS BASED ON: DESIGNER'S ESTIMATE tJ CONTRACTOR'S ESTIMATE , 14-11, 7 1 -OUL -CO. El OTHER, DESCRIBE. BASIS___________________ THE ABOVE INFORMATION IS 'RUE AND CORRECT APPLICANT, DESIGNER 7 CONTRACTOR PLAN CHECKER USE ONLY THE VALUE IS ACCEPTABLE YES El NO AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE. ESTIMATED CONSTRUCTION VALUE. ' EJ YES NO BY:______________________________ DATE:_____________________________ 4/2 2 /8 5 _•--., , -,- -. - - - KOLL CONSTRUCTION PALOMAR OAKS TECHNOLOGY PARK DATE: 5-13-87 4frc ' SAN DIEGO, 'CR. ' TENANT: J., C. SCHUMACHER PAGE: 2 TENANT IMPROVEMENTS AREA: •- 51678 sf - DELTA NO; 1 UNIT I ' ACTUAL I COST - I Description ' PRICE 1--'----------F----------f. PER SF 4 - • • IQURNTITY I PRICE .4 ' ' I 4 IV C T. (ALLOWANCE) I 6-73 /sfl1 ' O. 11EI sf4 a475 $ I 4- rA.4 4 4 ISHEET VINYL (ALLOWANCE), ; •- 1. 15.90 /syJ 89- lyl 1415 4 0.03 4 -- IVINYL BASE(ALLOWANCE) ' 068 1 T. 7267 If 4 4942 1 0.10. I 1%. . IPINTIN • - u.u#'i S&JM 1J,LUMP•SUM .41.. I 4 - I I • • ': r ITOILET PARTITIONS AND 4CE8SQR1ES. • -• - . ..ILUMPi. SUM .L I LUMP SL, .$: 5456 4 L1. .- -.• -. - / I PLUMBING (ALLQWPNCE 1 ILUMP SUM I LUMP SUM I- 22400 1, 4. $3 p 19 j Ni 4' 1 t IFIRE SPFUM(LERS. (ALLOW AM:e v.ILUMP SUM I LUMP 6uW -. -- ,.- • p •I F -, 80 IF IRE EXTINGUISHERS pW/e I 0 ccl I-HOOK-UP (ALLOWANCE) .' t -i I. I I 300 I 0 0$ 1I I V A C. AND EXHAUST - I I 224105 4 *$•34 --4 - _- I ORGANIC AND INORGANIC SCRUBBING DUET • .' I . 5 t 122800 4 I ' V 4- I-SAWDUST TURBINE AND TURBINE DUCT 4026 I-STRUCTURAL SUPPORT FOR ROOF TOP UNITS 4 I 8000 t t ..j . ..; -. - • • - , - - ii • . IELECTRICAL ' I-LIGHTING ,- 1 I I 6010 4 1 17 I I I-RECEPTACLE AND POWER WIRING 4 31147 ,1 60 4:4 4 t ••_ 4-SWXTCHGEAR I I I 41257 4 0 8 I-FEEDERS 4 28770 ( 0 56 1 -- - 4-ROOF TOP A/C I' I4+ I 16711 I 2$ 38 i - I-UTILITY YARD 1 I I., •- •..•l 5527 1 011 - I-GENERATOR TRANSFER SWITCH 2500 4 0.05 I -Y 4 -TELEPHQNE AND DATA OUTLETS - - 4. I 46004 0.09 4 . . W1NDOWCOVERINGS (ALLOWANCE) ILUMP SUM ILUMP SUM I 3950 I 0.08 I - -• ' * IUNISTRUT WORK BENCHES (ALLOWANCE) - - ILUMP SUM ILUMP SUM I 22603 I 044 I -: •. I I • .4 . - ICONTRACTOR'S CONTINGENCY I I 1 71000 I i.37 I - 4: $aaaslSIlu.a14u1In,4as., nsass,ra,..,.al.na,1*t,saafl..a ,.nnaa_n....a,umw.,aaa I nnaaaanna I aasnea I a aanaaaa 4 naSaa.as I - • . • $ I SUBTOTAL COST OF CONSTRUCTION (PAGE 2Y• - I- I - I 9968464. 1.9.29 I ' ------'g ------------• I SUBTOTAL COST OF-CÔNSTRUCTIQN (PAGE 0 " V 369194 i 7.14 4 - - • - I - , - • - .I SUBTOTML.COST OF CONSTRUCT-ION (PAGES 1 AND 4 - - - 4- - I 1366040 -i . 26.43 F -. / --------- .,__,..._,.... ---—i..— 4 ------------4 ------------- $ -------'4: - 4 Car trctoy-'s Gøneval Coy*.tjons 4: I 8302 1 4 - - -- - 'I Contractor' Fee - - - . -- - - - - 374 - - I a2tIs.e.tnsaWstaa.sra t..,anfl*gSs.Sfln uIIanSaflgprflhp cnsua I 1 .aaanaa 4 aanaaaaaa anaani...a..an fl Sasansasa 4 - . - -' -- I- TOTAL DEVELOPMFNT cosT . - - - . I, - I 1491716 4 28.87 -- - .......... 4 an*eaa 4: aaaStaaa .a a e aasafla,... 4 .enaaaaaafl - ----- - - -- _____---- S. - ..:• .., . ... .•.. ;... Dates_-/-97 Jurisdiction______________ Prepared by Bldg Dept. Al 4 VALUATION AND PLAN CHECK FEE j3. Esgil PLAN CHECK NO._R BUILDING ADDRESS - '1 APPLICANT/CONTACT. PHONE.NO.- BUILDING OCCUPANCY uI// - /'f - ii DESIGNER PHONE_____________ TYPE OF CONSTRUCTION l/ CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA' VALUATION MULTIPLIER, -________ VALUE . •.ic;g j3oo 9302oq Air Conditioning ..__. —__Commercial iç,,'2q.. •.@ __. ./VCf8 -Residential • . . Res. or Comm. . . . Fire Sprinklers . . ._... • Total Value /7 L,,' q9c.z . Fee Adjusted To Reflect 0 Energy Regulations (F'e x . . . . . D Handicapped Regulations (Fee . 1.065) - Buildi P ermit' Fee. ,. . • Plan Check Fee $ _.: __.... _.$ COMMENTS: /w .11 8/4/82 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: : //'-89' .flLICANT qZIJURISDIM JURISDICTION: [J-PLAN CHECKER DFILE'COPY PLAN CHECK NO , 7-239 4J/a0 []UPS flDESIGNER PROJECT ADDRESS: /gc9 /-iq, O4/<4)14 PROJECT :NAME: S Ej 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. Zf) with the jurisdiction's building codes, when minor :deficien- ' cies identified are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be. corrected and resubmitted for a complete recheck. U The check list, transmitted herewith is for your information. The plans afebeing held at Esgil Corp. until corrected plans are submitted for recheck.' j The applicant's copy of the checklist is' enclosed for the jurisdiction to return to the applicant cèntact person. LI The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant 'contact person that plan check has been completed., '. LI Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: ' , Tele'phone #_______________ REMARKS: 4 S6 r ô le 4 1,J 46D r/- 2 ,,-r/-.3 By (e..AJ Enclosures ESGtL CORPORATION $___ ESGIL CORPORATION ' 9320 CHESAPEAKE DR, SUITE 208 '• • SAN DIEGO, CA 92123 (619)5601468 DATE: ' 9'-7 []APPLICANT JURISDICTION: L4Ai' ; flPLAN CHECKER []FILE COPY PLAN CHECK NO: 99— 3# /(i. nQPS []DESIGNER PROJECT ADDRESS: -1 I'/Ay PROJECT NAME (/ £?4i c $) (C' .'Qoo.-11 /'it1. #O6C7 6a S U The plans transmitted herewith have been 'corrected:,where necessary'and• substantially comply with the jurisdiction's'. building codes. •' •• S - •• fl 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. - Lj 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. .' • '' • ' D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. • The applicant's copy of the check list has been sent to Ad A .0 1/35e7 A M.-, i (sA& 9 10 oq J4. .SMAJTA CRo4 •AJ, 0 ; SO 1 t24 • ,. ' 92626. Esgil staff did not advise the applicant' contact person that plan check has been completed. • • . , Esgil staff did advise applicant that thep1an check has • • been completed. Person contacted: — /7/JJ.4J.J Date contacted:______________ Telephone # 5/9/ REMARKSS . , By:•Z 7LAJ ,4104 ?ek Enclosures: ___• ESGIL CORPORATION S " WA x JURISDICTION: G Date PROJECT ADDRESS: /9c,C4A, TO: g0 7 4AJ7 i'o y, C PLANCORRECTION SHEET Plan Check No. 922V ,oc ' Date plans received by the Jurisdiction________ Date plans received by plan checker - 9 2 Date initial,.plan check completed /5S7 By 'LithsI t< '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 access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled 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 or any state, county or city law. A. PLANS I. 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: 5C,L 932o CsA'2' - 4'o1 6q'.--qZ1Z 3 2. To facilitate rechecking, please identity, next to each circled Item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. (7 i / 't°b.'4A) eLAAA)cfc,'1(,S1- _____ 7i 4Tc.t O 7ia 7- ____ 1,Ot,.i'oPJ A&) d4'('O S 7AU 00CIS'i i< r L Pth £ A) /,j iSe/n,j$ *Zi, ,&) 1EAJ CfA)CtZS ___ T)CTOJL (1 Pco\l\c A*ec edLde &y . k.L -c ca(cLs • S Q\ w (C€\€A eive'c<. 'c)w-'cIo SO, ft1 Ir \/ 04 i'Cv-* ecc \\ • -r(\'r ( •"("CC 4-4 c\!lI(S ODDki T. +\ f - Ci'+ 'OEC0CC*c\ or 0 ps'oa1 ___ rriC.Et • M, YO • CA I I i:i.all • 0 ,/Ac ELECTRICAL PLAN cccricii .cvicr JIImON: C 7,. .-, I / : GO voUIE WAG NER . . . PLAN ECK NtNB: 7_- 3_7 PLAN ai:• (M4 DIlLON .. . . 1. Submit ç1e. electrical, plans and ;13. Próvide overcurrent protection on the specifications. . . . - secondary side of transformers. NEC 240- . '21/384-16(d). .., . 2. Submit plan showing location of all : '. services. . . . 14. Submit plan showing location of all panels. 3. Submit - complete one-line diagram of . . service and feeders. 15. Submit panels schedules. 4. Indicate the grounding system to. be Specify conduit.and wire sizes. • installed for building service. . . . .- ..• Specify aluminum or copper conductors and 5. Indicate ampere. interrupting capacities type of insulation. . (AIC) of service and subservice . . .. 4 equipment. NEC 230-65/liO-9. 18. Show 'approximate length of feeders.. 6 Indicate sizes of fuses and/or circuit 19 Specify electrode conductor size and type breakers. . . •. wire. (aluminum.or copper) 7.' Indicate fuse' symbols to: show fault . 20. Submit electrical load calculations. currents are limited to '10,000 amps on branch circuits. . .- . 21. Indicate existing service size. . 8. If fuses are not used' to limit fault 22. Indicate existing building load. currents on branch circuits to 10,000 . . . amps, specify method to be used. 23. Indicate new additional loads. 9. Submit plan showing location of all 24.. Indicate wiring method. . . ., switchboards. . . . . ... . S . . . Show exit signs on the electrical 10 Indicate dimension of switchboards and . lighting plan. Note: Power for 'exit control panels rated 1200 . amperes or lights and emergency, lighting must more. NEC 110-16(c). . . conform to the 1985 UBC Sections.3313 and 3314.., - .. . 1].. Submit plan' showing location of all . . . . . transformers. . Provide receptacle(s)-within 25' of the - . . . . roof mounted A/C units. UNC Section 509. 12. Indicate the grounding system to. be . . . . . installed for transformers. . 'NEC 250- . 27. Provide multiple switch lighting controls 26(c). , . , per CAC, Title 24, 2-5319. Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. Thank you. 08/31/87 Datez/S97 Jurisdi6tipn — •• Prepared byl •• • Bldg. Dept. / • 'VALUATION AND PLAN CHECK FEE • o Esgil PLAN CHECK NO. 2- Z. • •, BUILDING ADDRESS L9 6 9 k/4 V APPLICANT/CONTACT /?Oddr PHONE HO.________________ BUILDING OCCUPANCY DESIGNER' PHONE_•.': TYPEOF CONSTRUCTION :'CONTRACTOR .:.PHONE:,. •. BUILDING "PORTION BUILDING AREA VALUATION VALUE ' MULTIPLIER (,27i 2510-Rv Air Conditioning • • - Commercial • •@ .: Residential • ' • Res. or Comm. • Fire Sprinklers ________________ •' .-- Total. Value . . j -. - .. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD,'CA 92009-4859 . . (619) 438-1161 A MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fn1lShaded Area Only JOB ADDRESS ;Jg9 ' ,PLAN IDNO. RS PARCEL NO. OWNER OWNER'S MAILING , - . . .-• : ' ADDRESS I Al CITY ZIP TEL VAL1DTWARErA. 05Misc .82-30 CONTRACTOR. ESTMATED VALUATION CONTRACTOR'S MAILING ADDRESS . . PLAN CHECK FEE 001-810-00-00-8821 - IF, THE APPLICANT TAKES NO ACTION - ,- - WITHIN 180 DAYS, PLAN CHECK FEES - CITY ZIP TEL. WILL BE FORFEITED.' STATE BUSINESS LICENSE NO. - LICENSE NO. SUBDIVISIO' - /'z? .. , - LOT(S)__________________ 1988 - J44j LEGAL DESCRIPTION C erry i CITY OF ismt CHECK IF SUBMITTED: L13 ID 'cA - 2 ENERGY CALCS 2 1987 ENERGYCALCS J ,• FOR NON RESIDENTIAL BLDGS • D.ai5TIoN OF WORK . - . - - 2 STRUCTURAL CALCS - -r 2SOILS REPORTS Ej 1 2 SELF-ADDRESSED ENVELOPES Fb (4 v DATE GIVEN/.- . DATE . SENT TO APPLICANT . CONTACT PERSON /O LA COSTA .ETrER ADDRESS i9 ,41<"7,4- ¼'S A)7 .. SCHOOL FEE FORM CITY 207 S/-22.O. P&E CORRECTIONS LIST Z TEL. * CERTIFICATE OF OCCUPANCY. - APPLICANT'S -SIGNATURE ¶. . ,DATE - - 4 - White "File Yellow Applicant 4 • . - - * 4. 4 - - t.. - _ ,• ; Pink - Finance .. Gold - Assessor ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: /1 JURISDICTION: A10- PLAN CHECK NO: 27-2 3q ,4v SET: PROJECT ADDRESS:' 196 PAe_oo-jArC O,4Acs PROJECT NAME:• ei Sz/' Co A PLAN CHECKER FILE COPY UPS DESIGNER Ij 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. Ej The check list transmitted herewith is for your information. The plans are being held at EsgU Corp until corrected plans are submitted for recheck. Ej The applicant's copy of the check list is e nclosed for the jurisdictionto return to the applicant contact person. D The applicant's copy of .the; check list has been sent to: • Esgil staff did not advise the applicant contact person that plan check has been completed. • • -. [j Esgil staff did advise applicant that the plan check has been completed. Person contacted:. Date contacted: Telephone REMARKS: _7w 4 AJ ç r ,cj 3, X3 y 7'c '4n r 7'1 (A'oe,' r /Q_A 2 r) o,' 7'/ R9d$'cj (STvEA/ 1<. T4v,,<'). By: Enclosures:___________________ ESIL CORPORATION Datei Jurisdiction_______________ Prp'aredbyi Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO. 7- 23'1 UILDINGADDRESS j9€.9 os-i# Os S'cA APPLICANT/CONTACT Zéa .04,5,'. PHONE NO. 931-Zo BUILDING OCCUPANCY - DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER Oc 102.4 1eci_77 _.o.""... Air ConditioninE Commercial . . .. Residential @ . Res. or Comm. . . . Fire _Sprinklers Total Value . f. r•• -' I ,'- DEVELOPMENT . PROCESSING SERVICES DIVISION .. .. : • -• 2075 LAS.FALMAS.DRIVE;-, . . CARLSBAD, CA 92009-4859 (619)4381161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB 11.Q PLAN ID NO bt4. 02. ASSESSOR'S PARCEL No. . . OWNER LA,t' \t- MAILJNG ADDRESS L,_4A.)p41:-t1&t tA— VALIDATION AREA CITY ZIP _j'Z77_TEL CONTRACTOR ESTMATED VALUATION - CONTRACTOR'S - MAILING -. ADDRESS - -___- . PLAN CHECK FEE . 001-810-00-00-8821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY __.ZIP _- _-.TEL.. WILL BE FORFEITED; - . * A -• A -- - STATE BUSINESS LICENSE NO LICENSE NO SUBDIVISION LOT(S)_- - •4•. .i ;-.,. -. - LEGAL DESCRIPTION - CHECK IF SUBMITTED - . - U .2 ENERGY CALCS * -- * U 2 1987 ENERGY CALCS-'- -. - - -'FOR.NON RESIDENTIAL BLDGS DESCRIPTION OF WORK U 2 STRUCTURAL CALCS 1t U 2 SOILS REPORTS U • 2 SELF ADDRESSED ENVELOPES Utç M4 - 'SENT To APPLICANT. _______DATE I1_T1r_j_ _,J414. CONTACT PERSON l'1? -T __4__y LA COSTA LETTER ADDRESS _4IC SCHOOL FEE FORM CITY __z EL. )g -6k P & E CORRECTIONS LIST _T 2_4_/J4L .Z•_/747_- CERTIFICATE OF OCCUPANCY . *. APPLICANT'S SIGNATURE - DATE , - .-. • ,-_- .' -., ';-, .. White File Yellow Applicant Pink Finance Gold Assessor ESGIL CORPORATION 9320 CHESAPEAKE DR, SUITE 208 0' •', " SAN DIEGO. CA'92123 (61, 56.0-1468 DATE 2 2 - 7 [JAPPLICANT 0, •, •, 0 0 , •, IMHEC~KER~~' ' ,•, 0 JURISDICTION: . flPLAN 0 ' ': ' .• 0,,; .• [JFILE COPY PLAN CHECK NO: ' p7.—UPS :•.. ,, . , flDESI.GNER PROJECT ADDRESS (),j PROJECT NAME J,C, 0 0 0 , ,•,•,, •0 •. • The plans transmitted herewith have been corrected where f0ZJ necessary and substantially comply with the jurisdiction's O building codes. O ' E The plans transmitted herewith will substantially comply . 0 ' •' O 0 0 wit'h'the jurisdiction's building codes when minor..deficien- 0 0 •" cies identified .. 0 •,are resolved and checked by building -department staff. 0 ' 0, , •. , : 0 'identified plans transmitted.herewith have significant..'deficiencies. •, 0, 0 ' identified on the enclosed check list and should be corrected 0 ' and resubmitted for a,. 'complete recheck. 0 .: •'. , 0 0 The check list transmitted herewith is for your information.' 0 The plans are being held at Esgil Corp. until corrected 0 ••,• •0 0 0 plans are submitted for recheck. fl The applicant'scopy.of the check listis enclosed for the .... ' 0 , jurisdiction to return 'to the applicant contact person. 0 0, The applicant's copy of the 'check list has been sent to,: 0, 'Esgil staf,f did not advise the applicant contact person that .plan check has been completed. E,sgil"staff did advise applicant that the plan check has ' '' . •. , been completed. '.Person contacted.: Date contacted: . 0 ,Telephone REMARKS: * 7/ 25 0 -ze-,', _ 0 ' By: K,.74_ 'Enclosures: ESGIL CORPORATION '0 . ' - . .: . ' ' O 0 0 ,• 0 '' 0 •0 V BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER 9/rc/, IX L Air Conditionine Commercial - Residential Res or Comm Fire_SDrinklers Total Value Fee Adjusted To Reflect 0 Energy Regulations (Fee x .1 .1) 0 Handicapped Regulations (Fee x 1.-0 6 5") Building Permit Fee $______________________________________________________________________ Plan Check Fee $ $ COMMENTS 8/4/82 - -• V ENGINEERING CHECKLIST LEGEND .] - . Date: 5-/y'77 _, ,- 'I I Plan Check No. 7- 14 Item Complete. . I Project Address: • * 4 j• Project Name: - Item- Incomplete - Needs S Field___Check Date: Your Action By: - • • \ . • 1,2,3 Number in circle. indicates .. S. - • plancheck number that deficiency was identified CO CO CO a) a) a) - • V - LEGAL REQUIREMENTS > .,• •- -. Sit -Plan •.- ir' 1.. Provide a fully dimensioned site.plán drawn to scale. - Show: . North :arrow, property. lines*, easements, existing - and proposed structures, streets, existing street improve- o o / o -. ments, right-of-way .width and dimensioned setbacks. a. ., .5 • V.- - .' 2. Show on Site Plan: Finish floor elevations, elevations of-' finish- grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns izI 0 .3- Pro''ide- legal description'- of. property. • S 4 Provide assessor's parcel number. -PERMITS REQUIRED - - - • Grading : 5.- Grading permit requireJ. - * • * 0 6 Grading plans in plan check PE 7 Need the following completed prior to building permit issuance 121" 0 A Grading plans signed 1' - - - B. • - Grading permit issued. C Grading completed izi • o - - D. -Ceitification letter and compaction reports submitted. E Grading inspected and permit signed off by City inspector. 0 -• • 8. Right-of-Way Permit- require- fór- work i'n public tight-of-way - . • (e.g.,. driveway approach, sidwalk, connection to water main,etc). u -.-9. Industrial Waste Permit application required. To be filled out. -• • - completely and returned to.Develo;ment Processing. . - . - - •eTis -1\ ke(,Q4 J9J Wa& cY 4 : PLANNING CHECKLIST Plan Check No 87-239 Address J%9i o,',e Oaks t'J w D • VV i 'V. ,.. Type of Poject and,. Use V.T L• . :' Zone Use.All YES NO — o e'i m V - V - --.• - - 4 Setback Front Side O!( Rear V Discretionary Action Required YES NO Type Environmental Required NQ___LX J YES Landscape Plan Requird YES NO I Comments 0 - Coastal Permit Required.. YES NO K Additional Comments - - V • - - - - 1 - I' bV V': V .. V 4 - - VO •V•V I V,, V V V - - V ' • I •VIV -' - - - • V V 'V V OK TO SSU5T 5 DATE -/2/7 ( PA ice . 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F a- ,+ IaO .. t'3'24 f2ad4- : . . .. - A/i4 dslq - Ae—dgl, th1tT - A4 d cJTe-,o eiv.i rLIL '12 to "-" • +• ( . . . . 1C#2 1I (x to. I M711 è 5T A• .; (d 4s14) 4: x c ±_L(4) 1. • .:, * • •.• .• kooL kf. di / ,•. ..* AAY — o d4rt •( •ea Lo . .' I - ., . JJ - Moo 4e 4 UPO z IZ boo ,•, .. . . . • - • .. . :: ( I (H iAi4.11i1 SKT Structural Engeering 23141 Vardugo Or. • Suite 200 LBg.no I-4111a CA 92653 ( SKT Structural Engineering LI' r 23141 Vordugo Or. S Suite 200 I "p... Legure Hula CA 92653 1 C ( LAWA .- SKTStructuraIEnneering. 9I<T 23141Ver'dugoO-•Suite2OO Laguna Hula CA 92653 BY ____KK- _______________ b -C DATE SKT ___ ___ ICTs SE t A- 9- fbL AL 71, -- •- .r'-- 1°- -'* MOO VTS to .,•. . tr 1D tic . • - Vic -. ... - . . . 0 -• • A/ :U' - : • • :. - - = (4+ - CT( x14 ik oo , CP Ce'Zcz) tv I-1A 4144 ) - - - - • - I C e SKT Structural Engineering L.T 23141 VerCugor'.I Suite 200 I -I LeguneHilla CA 92853 O¼Y Tb7o SKT Structural Engineering BY _______________________ S'< 23141 VerdugoD'.S Suite 200 n Legua Hills CA 92653"DATE_____________________ ( • • __________________SHT ____ ____ ( UL&IIJII SKT Structural Engineering cCT 23141 Verdubo On. I Suite 200 Hiii OAc JOBNO. iv ,. ( SKT Structural Engineering 23141 Verdugo Cr1 Suite 200 ....J I '.. I Legune Hula CA 92653 k4krrio I 4w .4ei s e. r- e LA k1s..L AWL, L •r CAC4 () t&I ( • • : Hz z.oc;21 çc s( x 14' i4ii.,c, s 7' ( L = 7c rr 14 71:,444?;: ' ' ev 74 b?P • . . I IIlat) I LQ4 ( cLoo) —:VEt -r ftc, - Vr er ct -tIhL tab di4E ft 3 eel 7F - • - - • -. - • ' I -4 . 6Q C • ( 5 l- 1 SIUC1JPL al ci: R\lG TILT-UP WALL DE 1Cr'. * (C) rAEL PIT. LINE I J4, (N UENINL HEIGHT°. ãi.75 FT THICKNE9S= 6.. I'HZ! [N, E34 00 iN D-. 0iZ i' Lti 94 00 4 Li- 60 N PUa- 21 97V 4 WJ- 703 00 1/[ T Fr 1:i0J 0 PS 1, FY= 401211Zu0 oø r CC- '49iF 00 PSI M- flS R'uIfED S..*c'+ sc i Prij 88 PB- F= £ 54 BG IN P 66 IN 39. 59 IN 4 DELT '4 96 IN MU 5i'Q FT * < PHI*IvIN.- 6i7 FR 5E.dirF LOAD DEFLECTION ER B OL CITEi-d STEEL USED TO MECI DEFLI Cl ION CRITERIP = 5 96 SO IN MA XIMUM ALLOWABLE = HEIGHT/iSO 'Pl = C 6 50r. IN P2 - 20"9E'4 W = 50 6 #/FT = EA PSI ID = 4aIa si CRCK..NO MOMENT - a6j6a Fl f DE CRCRED = I IN SEpWSC: MCJMEr = 3186 FT *1 SI RVLCE LOAD'DER ECl ION 1 5.6 IN ALLOWABLE DEFLECTION = 1 74 IN ( ( V) 'AHL AT LINE 2 w/ i'.' uPENiNG HiGHT 8IZ1 '' FT, c_ LZfl iI 246 00 ' D G. 1 N. PU= 25082,00 * .. . 759, 00, */FT. 2000. 00 Psi: FY 40000,021 PSI. '. L549118.. oo si •i'i • . C' ARE Q(IT RED 5 73 SO.'! 1\1. ...........' PH 88 j5EFF . 6. 44 SQ. IN. . . • ,. 62 IN. . •.• , '397. Kc- 1 4 .. . , DFI TA 4 IN MU= vE36 Fl < PHI *MN - 50SL Fl SERVICE LOAD DEFLECTION I ER SEAOC CF<11ERIA STEEL. USED TO. MEET DEFLECTION CRITERIA = 5.* 73 Q. IN MAXIMUM ALLOWflBLr F'EIGHT/lSO P1 = 2G5 C = 6 50 IN P2 2886 * W = 542.-1 */F-1 f 224. PS1. Iq = 4428 PSI CRACK ING'r1OMENT = .27504 FT . .'.DELTACRACKED. =. . 18'IN• SERVICE MOMENT = 3252 Fl SERVICE LOAD DEFLECTION = 9 IN ALLOWABLE DEFLECT ION 1 64 IN ( IL1LSKT Structural Engineering - S I(r 23141 Verugo0r.S Suite 200 Legune -lila CA 82653 TR Kee, R w,iJcz ;• • I&L1ISKT.StructureIEngineerihg S Kr23141 ''erdugo Or. • Suite 20b L8guna Hills. CA 92653 IA AIA SKT Structurel I_ I<ZT 2341 Vedugo 0-. *.Suite 200 I Laguna Hilla, CA 92853 Joe No. _ 723/ 1' DATE 14,7)6r7 ,: 8*11 OF / JA1 I I... txfi ... .•. 1 . :. I -- • - I £i ':.• ,; : PAC '4.-. f-- .'.. . •0•• — - '• •-.----.( 7 4 1 * 14* 10 . —a. Aw PLATFORM LA --I \ ' - ,-... . ., • Soi. ,;''!.' ..• .;:::. . , r 4 '33 'S 44 - 3 / '4 _&' 4. 4 •S j 3, .- - )33• $) #/1 ( '4 1 /r 3 .,"., •• c' -' ,: 4 ( I14L.II& SkTStr'ucturel Engineering - 23141 Verdugo Or.' Suite 200 S I(T - - Leguno Hula CA 92853 -- -/ (, 7 ;9, %54tc2 42 7/.5 010 to t 7 (z 7 I 97& -01 4 4 :4 ( SKT Structurnl Engineering ( J ( S NO._7 7b3/ L MALAIA SKT Structural Engineering S KT 200 DATE BY c3 7 cc /2 (z ) • NOIJ ______ o 5 22. . 4•. . 4 ft .. . //2 7,e 20e' 2 5 S . . . i'' = 20 • • 77 S . /ó,c'2 9 .~ 5/ 7 /759,0 . A Z7D 2- 19,M?; / 7?) 6)0 4 / / 7 ml (/74 2). 9 .3079 & 3O79 22 '5•,' .5 / 6Y/57e ~X/1 41:77? '4 54 SKT Structural Engreering r 23141 Vedugo Or. 200 SRT f/gD BY DATE • •• -SHT___ * ••• 7I2_/2 vJ -t'7'7) / 22 -/742- • (i7. H S • 777 .-2 •; 261. • • H (6p 70) 3 2 • ••• S H. •5; 55 7) /574 ç4./5t d' 74 W/21W'h1 8-2Y/ w/ 1ei" S.- ••. S .- - S. .5 . - d S.' ••,. . -S . •• S. S.. - I. .• -, -I S.-. .. i&iil& SKT Structural Engineering S.KT Suite 200 LegU~B'HWEL CA 92653 BY_____________________ /4Z 7 27o"I It, # 112,) 7L{74 __ • (&o) 72&J •• •.: 14-20 . •• ,. r -7i. -•. , .'• 2 •• / 7/ f1 2- 2Y/2 6' : -• I t - - LA"Ib SK-f Structural Engineering S KT 23141 Verdugo or. * Suite 200 —a X 27 ? - /a473 '/2 '' '•. -' /7 . 22 - 2(7 4745 y n 1 /_z9 ,t 9/c (x4 SKT Structural Engineering SKT I-aguns Hillm CA 1212853 0 0 8 NO. _7 00 Bv -%T-OF x' €- w ee / a- 172 ,5-- 42 (c97a))i4 30c' 0, 0 - — " / - '7( 7) / 5 7 ,v7 (00of/1985) e f ) 1 ( SKT Structural Ergineering 23 141 Veridugo Or. 0 Suite 200 Laguna Hille~. CA 92653 lb IEP PAGE NO * .STAD ' * REVISION' 8.00 (VERSION 8 LEVEL 0) * * . . .,. PROPRIETARY PROGRAM OF * RESEARCH ENGINEERS, INC. * . DATE='. * .TIME . . . * •. ••.• . '' :. :•.. * 1; STAAD PLANE, PLOMAR, 1-87031, RUN # 1 •. 2 OUTPUT WIDTH 72 ' ' . •' '. : -3. UNIT FEET POUN' 4.. JOINT COORDINATES '• . . . ' . ' . . . . .' • 5.1O0i• . •••.•• .. . • 6 80@ 7.3i0 '. ' .• : ' 0.- .' • . ' . .. . . .' . •• .9. 8 43 0 0 . • MEMBER INCIDENCES 1 1.2 7 . . ' . 1' '• ' 1E UNIT INCH POUN 13 MEMBER PROPERTIES 14. iTO 7 PRISM 'D 27 ZD.'5. 125 15 CONSTANTS 16 E 1 7E6 ALL 17 SUPPORT 1 6 18.. .1 PINNED • • S . • •• ••••• •• ••• 0 .5 19 8 FIXED BUT FX MZ 20 UNIT FEET 21 PRINT MEMBER INFORMATION •. • • • : • 0 • ** PERFORMING BANDWIDTH REDUCTION • ORIGINAL BANDWIDTH = 1 REDUCED BANDWIDTH = I I ** PROCESSING 'M'EM'BER INFORMPTION i. I-*,* Ii I0 - & / 1 1 PAL OMAN, T8701, RUN * 1 -- PAGE NO MEMBER INFORMATION . TTT; ,. .. .. MEMBER START END LENGTH BETA , JOINT JOINT (FEET) (DEG) RELEASES 2. .000 .00 00000000000, 2 2 . 3 2.000 00 : 3 3 . .•' .4 8.000 .00 . 000000iO000ø • 4 . 4 5 . 8000 . .00 000000000000 5 . 5 6 •. 8. 000 00 ØØØØØØØØØØØØ 6 6 - .7. . -8.000 .. .00 000000000000 7 7 8 1 000 00 000000000000 ************ END OF DATA FROM INTERNAL STORAGE ************ E2 SECTION 0 25 5 .75 '1 ALL 23. UNIT FEET..POUN .-. •. •. - •• . . . • . .. 24.. LOADING 1 EXISTING DAD LOAD . : . ••. 25. JOINT LOAD -. .. . . . •,.. . . 26 2 FY -eas 27 3 FY -1984 28 4 FY -3115 29 5 FY -5186 ' 30 6 FY -3186 31 7 FY -3186 3E PERFORM ANALYSIS ** CHECKING LOAD DATA 4 ** PROCESSING SUPPORT CONDITION ** PROCESSING AND SETTING UP.`LOAD VECTOR ** PROCESSING ELEMENT STIFFNESS MATRIX ** PROCESSING GLOBAL STIFFNESS MATRIX ** PROCESSING TRIANGULAR FACTORIZATION ** CALCULAI INS JOINT DISPLACEMENTS ** CALCULATING ELEMENT FORCES 33 PRINT ANALYSIS RESULTS 1 I 'I A o - . -. - -- - , 1 4 1 PALOMAR, T8701, RUN * 1 -- PAGE NO . • . JOINT.' .. DIsPLcCEMENT (INCH ., RDIS) .. STRUCTURE TYPE . PLANE 16i' JOINT LORD X-TRANS Y-TRANS,Z-iRNS X-ROTN Y-ROTN Z-ROTP 1 1 00000 00000 -..01511 2 1 .00000 -1.374.14. .00000 .00000 .00000 -.01260. .00000 -1.603 .000 .00000 ...00000 0112i. 4 1 .00000 -2.40706 . .00000 .00000 .00000 .00395 5 1 00000 -2.37452 00000 00000 00000 00470 6 1• .0000. -1.54649 .00000 .00000 .00000 .01206 7 1 00000 - 18584 00000 00000 00000 0i545 8 1 00000 00000 00000 00000 00000 01550 • I 4 . • •••••• • . .• ". ••• • •. '• '..' .'• •- ( - 4 . . . •• . - . . .. ..• . .........: V 4. • V V ••. _., - 7 1 '4 ö f V • .4 V $ .. . . •. . ... '4 PflLOMPR, T87031, RUN * 1 -- PAGE NO 4 SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE = PLANE JOINT LOAD FORCE -X FORCE-V FORCE-Z MOM-X MOM-V MOM Z 1 1 00 7958.69 @0 .00 .00 10950.80 00 I' I. PLOMR, T8701, RUN # 1 ---PAGE NO S MEMBER END FORCES STRUCTURE TYPE PLANE PLL ------------------ UNITS AREPOUN FEE -r. MEMB LOAD iTAXIAL SHEAR-Y SHER-Z TORSION MOM-Y MOM-Z 1 1 1 @0 7958,69 00 40 @0 03 E. 00 -7958.69 00 00 00 6669 61 2 1 2 00 5704 90 0iZ 00 00 -63670.66 00 -5704 90 00 600 00 75080 2. 3 1 00 3.721.71 00 @0 00 -75080 84 4 00 -7E1 71 00 00 00 104854 70 4 1 4 00 606 70 00 00 00'-.104854. 50 5 00 -606 70 00 00 00 109708 20 5 1 5 00 -4519.29 00 00 00 -109708 10 6 00 4579 23 00 00 00 7307 62 6 1 6 00 -7785.30 @0 00 00 -73073.73' 7 00 7765 30 00 00 00 10951 26 7 1 7 @0 -10950.80 00 00 00 -10951.37 8 00 10950 80 00 00 00 25 S ************** END OF LATEST ANALYSIS. RESULT ************** 4 PRINT SECT FORCES I . ,. ., I ......... --S - •. - S • .. S - k o PLOMR, T870.1, RUN * 1 -- P AGE NO. 6 MEMBER FORCES AT INTERMEDIATE SECTIONS LL UNITS ARE -- ---------------------------------------- POUN FEET MEMB LORD SEC AXIAL SHEAR-Y. SHEAR-Z TORSION MOM-V MOM-Z 1 1 2.5 00 7958 69 00 00 00 -15917.36 .50: .0.0 7958.69 .00 .00 .00 -31834.75 7958.69 .00 . .00 .00 -47752.14 2. 1. .25 .00 5704.90 .00 .00 - •.00 -66523.1-1 .50 - ,.00 5704.90 .00 .00 .00 -69375.55 .75 00 5704.90 .00 .00 .00 1 -7.2228.00 1 25 00 3721.71 00 00 00 -82524 27 -.00 3721.71 .00 .00 .00-89967.&8 75 .00 3721.71 .00 -97411.10 4 1 2.5 .00 606 70 @0 00 00-106067 90 .50, - 00 ,.606,70 .00 •..00 .00-107281.30 .75 60670 .00 .00 .00108494.70 5 1 ;25 .00 -4579.29 .00 .00 .00-100549.50 .50 00 -4579.29 00 .00 .00-91390.96 . -• .75 .00 -4579.29 00 .00 .00 -82232.38 ' 6 1 25 00 -7765 30 00 00 00 -57543.12 50 00 -7765 0 00 00_ 00 -42012.,51 75 ..00 -7765 30 60 00 00 -26481.91 7 1 25 00-t-10950..80 00 00 00 -8213.67 50 00-10950 80 00 00 .00 -5475.97 75 .00-10950 80 00 00 00 -278 27 ************** END OF LATEST ANALYSIS RESULT ,************** 35 UNIT INCH 36 PRINT STRESSES • • .. . - - a - ( o L ( .1 - • PLOr'1R, 1870311 , .RUN # 1 - PGE NO. 7 MEMBER STRESSES L UNITS ARE POUN/SO INCH MEMB LOAD SECTION AXIAL B.ND-Y BEND-Z COMBINED 1 1 0 000 000 001 001 .250 .000 .000 306.748 306748 0 .500 .00.0 .000 . 613.497 .613.497 • . .750 .. . .000 .000. .980. 246 920.246 .1.000. 000 000 1226 996 1226 996 2 . '1 .0 .000 . .000 1227.017 1227.017 .250. .000 - .. .000 1281.987 .1281.987 .500 .000 .000 1336.957 1336.957 .750 .000 .000 1391.928 1391.928 1,000 .000. . .000 1446.894 1446.894 3 1 0 .000 .000 1446.906 1446. 906 250 .000 .000 .1590.350 . 1590.350' .500 . . .000 . .000 .1733.794 1733.794 .. 750 .000 .000 . 1877.239 .1877.239 '1.1 000 000 000 2020 687 2020 687 4 1 .0 . . .000 . .ØØØ -2020.683 ifLA20.683 - .250, . . 000 .000 2044. @67 2044. 067 .500 : .000 .000 2067.451 2067.451- 750 .. .000. . H. .000, 2090. 834 2090. 834. 1.000 000 000 E114.220 2114 220 5 1 .0 000 000 2114 218 2-114.216- .000 .000 197 721 197 721 500 ' 000 000 1761 223 1761 223 1.7.50 000 .000 1584 725 1584 725 1,000 000 .,000 1408.'224 1408 224 6 1 0 .000 000 1408 226 1408 226 ..250 000 000 1108 931 1108 91 500 000 000 809.636 809 66 ..750 000 000 510 341 510.341. 1 000 .000 000 211 045 211 045 7 1 0 .000 .000 211 047 211 047 .250 :0@0 000 154.288 158 288 500 .000 000 105.529 105 529 750 000 000 52.770 52 770 1 000 .000 ..000 005 005 ************** END OF LATEST ANALYSIS RESULT ************** ö 37 FINISH ************* END OF STPAD-I I I PAGE NO * * S * S T A AD - III *; * REVISION 8_00.(VERSION 8 LEVEL 0) * ' .• j * S PROPRIETARY PROGRAM OF •. . * . * . RESEARCH ENGINEERS, INC. • * DATE= '' •, . *, :' S * ' •TIME= S STAPD PLANE,, PALOMAR, T87031, RUN'# 2 . OUTPUT WIDTH 7E . S '• S Z. UNIT FEET POUN 4. JOINT COORDINATES 5..10.00 - •• S 6.280@ . . .S . 7 3i000 .8.4180074200 .9.84300 • Ø,'MEMBER INCIDENCES . S S 1.1 2.7 ' S • S • 12. UNIT INCH POUN . S •. 13, MEMBER PROPERIIES. 14 1,T0 7 PRISM YD 27 Z 5.125 15 CONSTANTS 16 E 1 7E6 ALL 17 SUPPORT . ' :- •• - 18. 1 PINNED . : . , : 19 5 FIXED BUT FX MZ 20 8 FIXED BUT FX MZ 21.. UNIT FEET.. 2E. PRINT MEMBER INFORMATION ** PERFORMING BANDWIDTH REDUCTION ORIGINAL BANDWIDTH = 1 REDUCED BANDWIDTH = 1 ** PROCESSING MEMBER INFORMATION S. S • •.. ... • . S • -• I S • - S - --S. S • '5 . .. S5 55.•55 S S • S. • S -.5 5' S s • 5 5 . 5.,. _-S p5,,, :. - . 5 - s - . St S. 'S.. s.c - SS 5 -S -. •,' • 1 J - 2 - - PALOMAR, T87031, RUN * a -- PAGE NO a MEMBER INFORMATION IMEMBER START END LENGTH:. BETA JOINT JOINT (FEET) (DEG) RELEASES 11 2 8. 000 00 000000000000 2 2 3 . 2.000 .00 000000000000 3 . 3., 4 8.000 .00 000000000000 4 4 5 . 8: 000.. . oe :ø0000000@000 5 6 8.000 .00 000000000000 S .6 . 6. •. 7 - •8.00e ......0. .00000000000- 7 7 8 1 000 00 000000000000 ************ END OF DATA FROM INTERNAL STORAGE ************ 23 SECTION 0 25 5 75 1 ALL UNIT FEET POUN •.' . LOADING. 1 . LIVE LOAD AND M/E .5 261 JOINT LOAD . .. . - . 27. 2 FY -2904 .. S . . 28.. 3 FY -1746............: . S. ..9. .4 FY -1852 3. 5 FY -2822.. .. .5 . . . . . . . 5. 31 6 FY -2880 .32. 7 FY -2880 . . S. . S . . •• 33 PERFORM ANALYSIS ** CHECKING LOAD DATA **PROCESSING' SUPPORT CONDITION ** PROCESSING AND SETTING UP LOAD VECTOR ** PROCESSING ELEMENT STIFFNESS MATRIX ** PROCESSING GLOBAL STIFFNESS MATRIX. **.'PROCESSING TRIANGULAR FACTORIZATION ** CALCULAT ING JOINT DISPLACEMENTS ** CALCULATING ELEMENT FORCES 34 PRINT ANALYSIS RESULTS - .... 54 - • - 5. • ¼ 4- .5.._ 5 . .._ - 1 5 .. - • . S.. PALOMAR, T87031, RUN * 2 -- PAGE NO. 3 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE JOINT LOAD X-TRANS V-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTPN 1 00000 00000 00000 00000 00000 - 00164 1 .00000 -.12810 .00000 .00000 .00000 -.00072 3 1 . 0000 -.13976 .00000 . 00000 .00000 -. 00025 - 4 * 1 .00000 -.09392 • .00000 .00000 .00000. .00102 • 5 1 .00000 .00000. .00000 00000 .00000 .00055 6 1 .00000 .00367 .00000 .00000 .00000 .00016 • 7 1 .00000 -.00092 .00000 .00000. • 00000 .00007 • 8 1 00000 00000 00000 00000 00000 00008 , *4 o F - - - - PALOM'R, T87031, RUN # 2 -- PAGE NO 4 SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE PLANE. 6 ------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOMX MO-Y MOM Z 1 1.00 2871.72 00 00 00 00 5 1 .00 9344.00 .00 .00. .00 .00 8 .00 2868.28 .00 .00 .00 I - PALOMAR, T8701, RUN * 2 -- PAGE NO 5 MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE '-. POUN FEET MEMB LOAD JT AXIAL. SHEAR-V SHEAR-Z TORI.ON MOM-V MOM-Z 1 1 1 .00 2871.72 .00 .00 .00 .00 2.. .00 -2871.72 .00 :® .00• 22973.76 12 .00 ..@0•.. : • 97.71 @0 32 24 00 00 00 22909 21 3 1 3 00 "1778.28 00 00 00 -22909.19 1778.28 .00 •. .00 .00. 8682.96 4 1 4 00 -3630 28 00 00 00 -8682.95 5 00 3630 28 00 00 00 -20359.30, 5. . '1 5 .00 2891.72- .00 . .00 .00 20359.30 . 6. .00 -2891.72 .00 . 00 .00 2774.49 6 1 6 40 11.72 00 00 00 -2774..49 • . . 7 . . . l.1.72 .00 .00 .00 .2868.28 1 7 @0 -2868 28 00 00 00 -2866.28 8 00 2868 28 00 00 00 00 • . ************** END OF LATEST ANALYSIS RESULT 35 PRINT SECT FORCES t PALOMAR, T8701, RUN * E. -- PAGE NO 6 .MEMBER FORCES AT INTERMEDIATE SECTIONS: ALL UNITS ARE -- POUN FEET MEMB LOAD SEC AXIAL SHEAR-V SHEAR-Z TORSION MOM-V MOM-Z 1 1 as eo E871. 72 00 00 00 -5743.44, .50 .00 2871.72 .00 .00 .00 -11486.88 • •• .75 .00 2871.72 00 00 00 -17230.32 2 1 .5 .00. -32.24 .00 .00 .00-22957.59 50 00 -32.24 00 00 -22941.47 75 00 -32.24 00 00 00 -229'25.35 3 1 25 00 -1778.28. 00 00 00 -19352 63 .50 .00 -1778.28 .00 .00 .00. -15796.07 75 .00 -1778 28 00 00 00 -12a39 52 4 1 25 00 -630 28 00 00 00 -1422.39 .50 .00 -3630.28 - .00 .00. .00 5838.17 .75 00.-3630.28 .00 .00 .00 13098.73 5 1 25 00 2891.72 00 00 .00 14575.'85 50 00 2891.72 00 00 00 8792 40 75 00 2891.72 60 00 00 3008-.96 - 6 1 E5 00 11.72.00 00 00 -2797.94 50 .00 11. 72 .00 00 00 -2821 38 75 00 11.72 00 00 .00 -284-4.83 7 1 25 00 -2868.28 00 @0 .00 -2151 21 50 .00 -2868 28 00 00 .00 -1434.14 .75 00 -2868 28 .00 00 00 -77 07 I - • - . • : -:. ************** END OF LATEST ANALYSIS RESULT ************** 36 UNIT INCH 37 PRINT STRESSES I I • - - - • . • - S . • .7 • _ . • - • • • - $ -. • - . • • • _-•-•y-..- -,. - . ---,-:.. . - 0, •• •S -S S - • S . • - _7• 5 - - - . . S . 5 • ó : - pALOMAR, T87031, RUN *2. . - PAGE NO. 7 MEMBER STRESSES ALL UNITS ARE POUN/5G INCH MEMB LOAD SECTION AXIAL BEND-Y BEND-Z COMBINED 1 1 0 000 000 000 000 .250. .000 . . .000 110.684 110.664- .5ØØ .500 , .000 .000 221.367 221.367.. .750 .000 . . .000. . 332.051 332.051 . . . •. . 1.000 .000 . ;000 442.734 442.734 J. • 2 .1 . .0 . .000 .000 . 442.733 .44. 733 250 000 000 44E 423 442 423 500 000 000 '442.112 442 112 .750 .000 .. .000 441.801 441801 . . . . 1.000. ,. .000 .000 441.490 . 441.490 : 3 1. 0 000 000 441,490 441 490 20 ..Ø0Ø . .000 .. 372.950 372.950 .500 .000 ..000 304.411 304.411 .750 :. .000 .000 . 235.871 . 235.871 1.000 000 000 167.332 167 332 4 1 0 000 000 167.332. 167 33 250 000 000 27.411 27 411 500 000 000 i12.509 11. 509 S 750.,600 000 252.43L 252 430 1.000- 000 @00 39 350 392 350 5 1 0 000 000 392.350 1 . 392 50 250 000 000 280 896'280 896 500 000 600 169.441 169-4.41 750 000 000 57.986 57 986 1 0@@ 000 000 53 468 53.468 6 1 0 000 .000 53 468 .536468 250 000 000 53.920 53 920 500 000 000 54.372 54. 372 750 .000 000 54.824 54 824 1 000 .000 000 -55.275 55 275 7 3. 0 @00 000 55 275 55 275 250 .000 000 41 457 41 457 500 000 @00 27 638 270 68 - 750 000 000 13 819 13 819 1. 000 @00 @00 000 000 - ************** END OF LATEST ANALYSIS RESULT ************** 38 FINISH c .. •• .-• . • . • *************** N ED OF STPAD- II I *************** - PAGE NO. • . . . * . .• . .. * . S T A A D- III . * •. . REVISION8.00 (VERSION. 8.LEVEL 0) .* . • S Ô . * .PROPRIETPRY PROGRAM OF * RESEARCH ENGINEERS,.INC. .. *5 DATE= .. .5 . •• * ... . . - • . * TIME= * 1. STAAD PLANE, PALOMAR, T87031, RUN * 3 . . . . 2• OUTPUT WIDtH. 7 . . . . UNIT FEET POUN .. . . JOINT COORDINATES . . . .5 . 5, 10.00 . 628 @0 • . . . S . •• 7 31000 4 18 0.0 7 42 0 0 . . . . . . 84300 . MEMBER INCIDENCES . . . . .5 . . 1 1 2 7 1. UNIT INCH POUN MEMBER PROPERTIES • . 1 TO 7 PRISM YD 27 ID 5.125.•• .: S • 15, ONBTATS . .5... • . . . . .. . .1. . • ••• . . • S 16.. E. 1. 7E6 ALL . •. S. :. S. 5•• • SUPPORT . s. . 555 5 S • - S • 1.PINNED .. S • • : . . • S • 19.'5 FIXED BUT FX MZ 20 8 FIXED BUT FX Ml 21..UNIT FEET 2E PRINT MEMBER INFORMATION ** PERFORMING BANDWIDTH REDUCTION ORIGINAL BANDWIDTH = 1 REDUCED BANDWIDTH = 1 ** PROCESSING MEMBER INFORMATION 3 PALOMAR, T87031, RUN * 3 PAGE: NO. MEMBER INFORMATION ------------------- MEMBER START END LE1IGTH BETA' JOINT JOINT (FEET) (DES). '. RELEASES 1 1 2 8 000 00 000000000000 2 2' '' 3 . 2.000 .00 000000000000 3 3 4 8.000 .00 000000000000 4 4 5 8.000' . .00 000000000000 5 5. 6 &.000 . .00. 000000000000 6 6 . 7. . 8.000 •. .00 .. 000000000000 7 '• .., 8 1.000 .00 000000000000 ********** END OF DATA FROM INTERNAL STORAGE ************ 23 SECTION 0 .25-.5 75 1 ALL UNIT FEET POUN' : . . •• -• . '. LOADING 1. LIVE LOAD AND MiE 26. SUPPORT DISPLACEMENT . • • . ', :'. 27 5 FY -0.04167 28 JOINT LOAD 29. 2 FY -2904 . . . . . .T- 30 3FY -1746 - i 4 FY -1852 32. 5 .FY -2822 -- ' •• •: , :.'.., 33 6 FY -2880 34.. 7' FY -2880 '' . . .•1 . . :' 35 PERFORM ANALYSIS ** CHECKING LOAD DATA * PROCESSING SUPPORT CONDITION ** PROCESSING AND SETTING UP LOAD VECTOR - ** PROCESSING ELEMENT STIFFNESS MATRIX ** PROCESSING GLOBAL STIFFNESS MATRIX. ** PROCESSING TRIANGULAR FACTORIZATION ** CALCULATING JOINT DISPLACEMENTS ** CALCULATING ELEMENT FORCES '36.PRINT ANALYSIS RESULTS 1' : PALOMPR, T8701 RUN * 31 PAGE, NO JOINT DISPLACEMENT (INCH RADIANS') . STRUCTURE TYPE. PLANE *JOINT Y-ROTAN Z-ROTPi't LORD X-TRPNS Y-TRANS Z -TRANS X-ROTRN 1. 1 ØiuZqiØ -.00447 2 1 00000 -.38848 .00000 . . 00000 .00000 -.00320 3 1 00000 -. 45740 .00000 00000: T 00254. • 4 1 .00000 -.57795 .00000 .00000 .00000 -.00005 5 .00000 .50004 .00000 . .00000 .00000 . 00140 • 6 . 1 .00000 .32335 00000 .00000 .00242 7 1 . - 00000 7.03991 . @0000 . @0000 00000 . . Øt33t 8 1. .0000 .00000 00000 • - 00000 . • 000 S . 0033 . • : PLOMPR, T871, RUN # 3 -- PAGE NO 4 SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE = PLNE JOINT LOAD FORCE-X FORCE-V FORCE-Z MUM-X MOM-Y. MOM Z 1 1 qjt 951 26 • 5 .1 . .00 6613.4 .00 .00 . .00 .00 • B. • .• .i. .00. 4519.39 .00 ØØ . .00 ••. .00 Jo PLO'1R, T87031, RUN * 3 -- PAGE NO. 5. MEMBER END FORCES STRUCTURE TYPE = PLANE ALL UNITS ARE -- POUN FEET MEMB LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 1 00 3951 26 00 00 .00 2 .00 -3951.26 .00 .00 .00 31610.08 2 1 2 .00 1047.08 .00 .00 .00 -31610.21 00 -1047 @8 00 00 00 33704.29 3 1 3 .00 -698.74 .00. .00 .00 -33704.63 4 00 698.74 @0 00 00 28114 69 .i .4 .00 -255074 .00 ..00 . .00 -28114.73. 5 00 2550.74 00 .00 @0 7706.76 . .5. 1 1240.66 . .00 :00 .00 -7708.83 • 6 .00 -1240.66 . .00 .00 .00 17634.06 6 1 6 00 -1639 34 00 00 00 '17634.05 • .• 7 .. . 163934 .00 . .00. .00; 4519.33 7 1 7 00 -4519 39 00 00 00 45119.218.. 8 .00 4519.39 @0 00 00 01 ************ END OF LATEST ANALYSIS RESULT ************** 7 PRINT SECT FORCES S ••;• . ' . . r : . . 4 r a - _c , -• S -• t * - - PPLOMPR, T8701, RUN * -- PAGE NO 6 MEMBER FORCES PT INTERMEDIATE SECTIONS ALL ------------------------- UNITS PRE -- POUN FEET + MEMB LOAD SEC AXIAL "SHEAR -Y- SHEAR -Z TORSION MOM-V MOM-Z .00 3951.26 .0@ .00 .00 -7902.51 •. .50 .00 3951.26 .00 .00 .00 -15805.02 • .75 .00 3951.26 ' .00 .00 .00 723707.54 2 1 .25 ' .00 1047.08 .00 .00 .00 -32133.75 :.50 • .00 1047.08 , .00 .00 ' .00 -32657.29 .75 .00 1047.08 .00 .00 .00 -33180.84 3 1 .25 '. .00 -698.74 , .00 .00 .00 -32307.16 • 0 .50 .00. -698.74 .00 '. 00 .00 -30909.68 75 00 -698 74 00 00 00 -29512.21 4, 1 .25 .00 -2550.74, .00 .00 .00 -23013.24 • ' .50 .00 -2550.74 .00 .00 ' .00 17911.75 75 00 -2550.74 00 00 00 -12810 26 5 1 25 00 1240 66 00 @0 00 -10190 15 50 .00 1240.66 00 00 00 -12671 47 75 .00 1240 66 00 00 00 -715152.79 , 6: .1, ,.25 '. .00 -1639.34.,, .00 ' ' .00 ' • .00 -14355.37 '• 50 00 -1639 34 00 @0 00 -11076.66 75 00 -1639 34 00 00 @0 -7798 00 7 1. 25 00 -451.9 39 00 .00 00 -3389 43 50 .00 -4519 39 00 00 00 -2259 58 75 .00 -4519 39 @0 00 .00 -1129 74 ************** END OF LATEST ANALYSIS RESULT ************** 38.. UNIT INCH. • 0 .' •' '.. 1 •• 39 PRINT STRESSES 0 I 1, ci •. • I - - ,• " S , . S o - ;•,•. - - S - •. •. ••••. - -.•. -••-. _,' -•I • • 000 • • ,0 • '0 - •0 -. • ,' .• PALOMAR, T8701, RUN * 3 -- PACE NO 7 $ MEMBER STRESSES 16 ALL UNITS ARE POUN/SQ INCH MEMB LOAD SECTION AXIAL BEND-Y BEND-Z COMBINED @00 000 Iz0 000 .250 000 .000 ... 152.292 152.292 • .000 .304.583 .304.583 750 .000 .000 '456.87.5 456.875 1~eoo (boo .000 . 609.167 609.167 2 1 0 000 000 609 170 609 170 250 000 000 619 259 619.259 500'.• .000 .000 . 629.349 629.349 • . . . ..75@, .000. ..000 639.438 639.438 1.000 , 000 000 649 56 649 526 3 1 0 000 000 649.532 649.532 250 . .000 . .000 .622.601 622.601 .500 .000 . .000 . 595.670. 595.67@ 750 000 000 568.739 568,739 , 1.000 000 000 541-807 541.807 4 1 0 000 000 541.607 541 807 ' 250 000 000 443.495 443 495 500 000 000 345 183 345.183 750 000 000 246.871 246.871 1 000"000.,@00 148.558 1.48.t58' 5 1 0 000 000 148.559 148 559 250 w m'.000 000 196.376 196 378 500 000 000 244.196-.244,t196 750 000 .000 292.014--292 014 1 000 000 000 339 831 339 81 6 1' @00 000 339 81 339 831 250 000 .000 276 647 276 647 500 000 000 .213.462 213..462' 750 000 000 150.278 150 278 . 1000 000 000 87..093 _,87.,093 , 7 1 0 @00 000 87 092 87..092.' .1.250 @00 000 65 319 65 319 .500 000 000 43 545 . 43 545 750 000 000 21.771 21 771 1 000 000 000 @00 000 "5' -: . .....- " - . . . ************** END OF LATEST ANALYSIS RESULT ************** 40 FINISH 5' END OF STAAD- II I * rj CAGE NO 0, ******•******************************•************** 0 , 0 S T A A D * REVISION 8.'00 (VERSION 8 LEVEL 0) ' * 0 * 0 PROPRIETARY-PROGRAM OF . . 0• * 0' o *' RESEARCH ENGINEERS, INC. * 0 DATE= . . 0 .0* •.. 0 . * TIME= * 1. STAAD PLANE, PALOMAR, T8701, RUN * 4 2 OUTPUT WIDTH 72 t.J 0 3. UNIT FEET POUN . • ,. ,, • 0 , 0 0 ;4 JOINT 'COORDINATES 0 0 5 0 0 0 0 0 0 0 : 5. iø.@: ,0 , •, ''0 0 •,, . 00S .. 6 28øi 7. 3iOoe 0 . :' 0• O 8. 4 18,0 0 7 4•••° 00. 9 84300 O . 10. MEMBER INCIDENCES U. 1. 1 2 7 . . 0 0 0 0 0•• 0 UNIT INCH OUN MEMBER PROPERTIES 1 101 PRISM YD 27 ZD 5.1250 15 CONSTANTS 16 E 1 7E6 ALL 17 SUPPORT 18 1 PINNED 19. 5 FIXED BUT FX MZ 20 8 FIXED BUT FX MZ El UNIT FEET ea.,PRINT MEMBER INFORMATION ** PERFORMING BANDWIDTH REDUCTION ORIGINAL BANDWIDTH = 1 REDUCED BANDWIDTH = 1 ** PROCESSING MEMBER INFORMATION 5. •0 gk- fo 55- I) - PALOMAR, T8701 RUN * 4 -- PAGE NO a 0 I. -- •'O• MEMBER INFORMATION FIr. MEMBER START END LENGTH BETA JOINT JOINT (FEET) (DES) RELEASES 1 1 2 8 000 00 000000000000 2 2 3 2.000 00 000000000000 3 3 4 8 000 00 000000000000 4 4 5 , 8 000 @0 000000000000 5 5 6 B..006 00 000000000000 6q 6 7 8 000 00 000000000000 7 7 8 1.000 00 000000000000 ************ END OF DATA FROM INTERNAL STORAGE ************ r 0 23 SECTION 0 as 5 75 1 ALL 24 MEM? RELEASE 25 4ENDMZ 26 5 START MZ 27 UNIT FEET POUN 28 LOADING 1 LIVE LORD AND M/E 29'JOINT L.OPD 30 2FY -2904 31 FY -1746 32 4FY-lesa SFY-2822 34 6 FY -2880 35 'F'Y' 36 LOADING 2 DEAD LOAD 37 JOINT LOAD 36 2 -FY.-2253 39 FY , -'l...984 40 4FY-3ll5 4i 5'FY -5186 42 6FY -3186 43 7FY -3186 44 LOAD COMBINATION D.AD + LIVE + M/E 451121 -PERFORM ANALYSIS'. ::: .'• '. V ** CHECKING LOAD DATA . *** PROCESSING SUPPORT CONDITION ** PROCESSING AND SETTING UP LOAD VECTOR - PROCESSING ELEMENT STIFFNESS MATRIX ** PROCESSING GLOBAL STIFFNESS MATRIX ** PROCESSING TRIANGULAR FC1ORIZPTION ** 'CALCULATING JOINT DISPLACEMENTS CALCULATING ELEMENT FORCES ó V - - 0 ••_ - 0 PALOMAR, T8701, RUN * 4 -- PAGE NO 4 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 3 00000 00000 00000 00000 00000 .-.00530 2 3 . 00000. -. 43255 .00000 .00000 .00000 -.00292 3 3 . .00000 ,.48787 .00000 .00000 .00000 -.00168 4 .3 . .00000 41828 .00000 00000 .00000 .00297 - 000eo 00000 . .00000 00000 .00000 .00000 .6 3 . .00000 -.08744 . .00000 .00000 . .00000 -.00014 7 3 .00000. -.01657 .00000. .00000 .00000 .00135 8 3 00000 00000 00000 00000 00000 00140 F - 4 4. 4. S S I S. . ". ':::. .7 A PLOMR, T8701, RUN * 4 -- PAGE NO 5 SUPPORT RECTIONS -UNIT POUN FEET STRUCTURE TYPE PLANE ê JOINT LOAD FORCE-X FORCE-V FORCE-Z MOM-X MOM-V MOM Z 1 3 00 7 393.92. 00 00 00 00 5 3 00 18036 81-'00 00 00 00 8 3 00 8563 72 @0 00 00 1. 00 4 1 - I: - *1 .5 j I - _ 7 0 ........................, -. .. .:. ---.. t -- -. - .. - 4. 1uiiiiiiii I I ;S I \.. PALOMAR, T87031, RUN * 4 - PAGE NO 6 MEMBER END FORCES STRUC1URE TYPE PLANE . ALL UNITS ARE -- POUN FEET MEMB LOAD 31 AXIAL SHEAR—.-Y. SHEAR—Z TORSION MOM—V MOM—Z 1 3 1 00 7393 92 @0 @0 00 01 2 .00 —7393.92 ; .00. .00 .00 159151.40 2 3 a 00 2237 08 soo . 00 00 —591!50.62 00 —2237.08 00 00 00 63625.52 3 3 3 .00 —1493.08 .00. - .00 .00 —63625.24 4 00 1493.08 00 00 @0 51680 61 4 3 4 00 —6460.08 00 00 00 —51680..63.- .5 5 00 6460 08 00 00 00 00 5 3 5 00 3568.24 00 00 00 00 6 00 —3568.24 00 00 00 28545 88 6 3 6 00 —2491.71. 00 00 00 —2854588 7 00 2497 77 00 00 00 8563 76 7 3. .7-00 —8563.-72 00 00 00 _8568.-72'. 8 00 8563.72. 00 00 00 04 ************** END OF LATEST ANALYSIS RESULT 49 PRINT SECT FORCES • .: I -S -. .. - . -.. 'S.. S... -•• - .. 'S .• .. ••S .. I •-SS•. . .'j. .5.. •. S...,'. .. _• I- - I. 4 'I 1 -' 1 t 1 - ) PALOMR, T8703]., RUN * 4 -- PAGE NO 7 MEMBER FORCES AT INTERMEDIATE SECTIONS ALL UNITS ARE -- POUN FEET MEMB LOAD SEC AXIAL SHEAR-V SHEAR-Z TORSION MO1-Y MOM-Z 1. 3 2.5 00 7393.92 00 00 @0 -14787 84 .50 .00 7393.92 .00 .00 .00 -29575.69 75 00 7393.92- 00 00 00 -44363.55 2 3 .25 .'' .00 2237.08 .00 .00 .00-60269.37 .50 ': .00 2237.08 .00 ', .00 .00-61387.91 75 00 6.237 08 00 00 00 -62506 45 3 3 '.25. . .00-1493.08 ..00' .. - ..øø-,O639.@9 .50' .00 -1493.08 .00 ,.00'' .00 -57652.93 .75 . '.00 -1493..08 ' .00 . .00 ' '.00 -54666.77 4 3 2.5 00 -6460 08 00 00 00 -38760 47 ' .50 . 00, -6460.08 ' .00 . 00 .00--25840.32 75 00 -6460.08 00 00 00 -12920 16 5 3 25 00 3568.24.' 00 00 100 -7136.47 .50 .00 3568.24 . ..@0 .00 .00 -1422.94 75 00 3568 24 00 .00 00 -21409 41 6 3 25 . 00 -2497 77 00 00 00 -23550.35 W .50 @0 -2497 77 00 00 00 -18554.82 75 .00 -2497.77., 00 00 00 13559.29 7 3 25 00 -8563.,78 00 @0 00 -6422 79 50 00 -8563.72 00 00 00 -4281.86 75 00 -8563 72 00 00 00 72140 93 4 ************** END OF LATEST ANALYSIS RESULT ************** 50 UNIT INCH 51 PRINT STRESSES -V - • PLOMAR, T87031•, RUN #-4 .. PAGE NO.., 8 MEMBER STRESSES lb LL UNITS ------------- ARE POUN/SO INCH •' . ' . MEMB LOAD SECTION AXIAL BEND-Y BEND-Z , COMBINED 3. 0 000 000 000 000 .250 ' .000 .000 284.981 . 284.981 .500 000 .000 569.962 . '569.962 .750 .000 . .000 854.943 854.943 1.000 . .000 •' .. .000 1139.925 . 1139.925 2 3 ' . .0' .000 ' .000 1139.913 1139.913 '. .250 .000 . .000 3.161.469 1161.469 .500 : .000. , ' .000 . 1183.025 1183.025 .750 .000 .000 . 1204.581 1204.581 '1.000 ' .000. ' 1.000 1226.147. 1226.147 3. 3 .0 .000. ' 1226.141 1226.141 , .250 . . .000 '• .000 1168594 . 1168.594 5@. ., 000 . ' .000 1111. 047 111.. 047 750 1.000 ' .000 ' 1053.500 1053.500 1.000. ' .000 ' .000 . 995.953 ' 995.:953 4 ' 3 ... 0 .000 , .000 . 995.953 . 995. 953 250 000 000 746.965 746...965 ' .500 .000 . . 1 .000 '497.977 497.977 .750 .:000 ., '. ,' .000 . 248.+988 248.988 1 000 000 000 000 000 5 3 0 000 000 000 000 250 000 000 137.529 137 29 500 000 000 275 @58 ;275,.:0.58 750 000 000 412 587 412 587 -1-000, 1 000 000 550.116 550 116 6 3 0 000 000 550.116 550 116 .-.. 250 • 000 / . 000 . . 45,3.846. -. • •. •.. .^453 846 500 000 w000 357.5716 357.576 750 000 000 261. 305 261 05 1 000 000 000 165.(635 165 035 7 3 0 000 000 165 034 165 034 .250 000 000 123. 776 123 776 500 ' 000 000 82 517 82-517 750 000 000 41 259 41 259 1 000 000 000 001 601 ************** END OF LATEST ANALYSIS RESULT ************** 52 FINISH *************** END OF STD- II I *************** ' .. ' ., .;, . . . • . ;. . . . . : . • .. ' * - - SKT Structural. Engineering - SKT DATE /I7 A 2/ ,/'V I Jofr-/r 5 -•5•1 . ••..• - -: : .• , 1* --... S - S S 1' - ....S - . - - r I.-. 5, 5.. o I - e • - S K T STRUCTURAL ENGINEERING DESIGN OF TUBE OR PIPE COLUMNS • *********.*************.*****.**************** ENTER COLUMN NAME: -PPLOr'1R, T87031, NEW COLUMN • ENTER: KL (FT), CMX, CMV 21.00 .60 60 ENTER:, P (RIP), MX (K"), MV (K").- 18.04 1804 .00 • ENTER: 1 FOR TUBE COLUMN • S • 2 FOR PIPE COLUMN: 1 POSSIBLE SELECTIONS •• • • S • • • .• • 1 •=.TS 4X4X.375 •' • • 2 = TS 5.X5X..1875 .• - •• • 3 = IS 6X6X 1875 SELECT CHOICE (1,2,3) 1 USE TS 4X4X 375 A = 5.08 SO .-IN. S = 5..36 IN3 R = 1 4 IN fa = 3.55 KSI fbx= 3.37 KSI fby= .00 KSI Fy = 46.'00 KSI KL/R= 173.79 Fa = 4.94 KSI STRESS RATIOS EQUATION 1.6-1 = .98 EQUATION 1 6-lb = 25 ANOTHER PROBLEM' (y,n) =Igo * * * * * * * ** * ** * ** * * * * * * * * * * * * * * * * ** * ** * * * * * * • ENTER COLUMN NAME ALT COL o ENTER: KL,(FT),..CMX,CMVI 21. 00 .60 .60 ENTER P(KIP), MX (K"), MY (K") 18 04 18.1 04 00 ENTER 1 FOR TUBE COLUMN 2 FOR PIE COLUMN 2 POSSIBLE SELECTIONS • . ••••• .• . 1 - 4" DBLE EXTRA STRONG 2 = 5" STD PIPE 3 = 6" STD. PIPE SELECT CHOICE (1,1E.,3) USE 5" STD PIPE A = 4.30 SO. IN S = 5,45 IN3 R = 1.66 IN fa 4.20 KSI fbx 31 KSI fby= 00 KSI Fy = 36 00 KSI KL/R '134.'04 Fa = 8 1 KSI STRESS RATIOS EQUATION 4.16- !"a = .69 EQUATION 1,6- lb = - 35 ANOTHER PROBLEfV' (y, n), 4 4 4 4 -• 4. .4 4 . 4 ó 2 It ******************************************* ENTER COLUMN NAME LT COL • ENTER: .RL (Ft), CMX., .CMY 21.00 60 .60 ENTER P (KIfl, MX (K"), MY (Ku) 18-04 18_..0 4 ENTER: 1 FOR TUBE COLUMN 2 FOR PIPE COLUMN 1 POSSIBLE SELECTIONS 1 = TS 4X4X 375 . 2 = TS SXSX. 1875 3 = TS 6X6X 1875 SELECT CHOICE (1,2,) & **** USE TS SX5X 1875 3.52 SO. IN. S = 5.36 1 N R = 1695 IN fa = 5.1 KSI fbx 7 KSI fby 00 KSI Fy = 46 00 KSI KL/R= 129.23 Fa = 8'.'9 4 KSI STRESS RATIOS 1 • EQ.JPtION 1.6-la •74 .. ::•. . •- • . . . .. • EQUAl ION 1 6-lb 31 -ANOTHER".PROBLEM (y,n) a 0 00 - 0 S iK T STRUCTU R A L. ENGINEERING lb PAD FOOTING DESIGN ENTER; ALLOWABLE SOIL PRESSURE (KSF). 1.00 ENTER: c , Fy (KS 1)'' 2100 , 40.00 ENTER FOOTING DESIGNATION: PALOMAR, T87031, NEW PAD FTG. ENTER: LOAD (RIPS) 18.04 . . ENTER: LOAD FACTOR .1. 60 . ENTER EFFECTIVE COLUMN WIDTH (IN) 7.00 . : ENTER:. MINIMUM THICKNESS (IN) 12 **** USE 4.50 FOOT SQUARE X 12 IN DEEP **** • REINF. .69 SQ. IN. EACH WAY. . .. •• •. • H . NET SOIL PRESSURE ..B9KSF. . . . •• . ULT SOIL PRESSURE=. 1.43KSF . . . . . . . . D = 8001N BENDING- MU = 2.73 RIP FT/FT ' PUNCHING SHEAR- VU . 26.64 RIP . .. . '. •••. PHI*VN= 72.99 RIP ANOTHER PROBLEM (y or n) :,-.. r ( I&1II s rKT stuctural Engineering SKT Laguna Hille. CA 92653 F A i7 P pl, 1A 7,:_ 77) 7Z 773 IIILlil SKT Structural Engineering - BY S KT 200 DAlE SHT - OF '2 - __ ,,.! i1 - - -. - - --II II - 1,1 2 - - zw) 2& -Z7 - 49 • • -- -- .s /.5 2 X 5 2S - 25 - 442 ox/o CIL 4 - PAGE NO. * * * * * * * * * * ** * * * * ** * * * * * * * * * * ** *•* * * * * ** * * * ** * * * * * * * ..STAAD — III.. .* *• 0 REVISION 8.00 (VERSION 8 LEVEL 0) . * S * - PROPRIETARY PROGRAM OF * * : RESEARCH, ENGINEERS, INC.. * * DATE= .. . * *.' TIME * *0 0• * i. STPAD PLANE, T87031D, PALOMAR OAKS,PURLIN P6 2.. OUTPUT WIDTH 72 '0 UNIT FEET POUN - S JOINT COORDINATES - 6.21i00 7. 315 0 0' a. 42200 •' ' 9 MEMBER INCIDENCES : ... SI . IS,. S i 1 c. 3 S 3.1. UNIT I NCH 'POUN 12.. MEMBER.PRO'PERTIES 13 1 PRISM YD, 135ZD35 14 CONSTANTS 15 El 7E6 ALL 16 SUPPORT , 17 1 PINNED .5 -. 18. 2 4 FIXED BUT FX MZ 19 UNIT FEET. 0 PRINT MEMBER INFORMATION ** PERFORMING BANDWIDTH REDUCTION ORIGINAL BANDWIDTH = 1 REDUCED BANDWIDTH = 1 ** PROCE$SING MEMBER INFORMATION 4. I - S - . - 0 - , ..-- ' . . - : - :S S -- •• '--- .-'-:- 78701D, PALOMAR OAKS, PURLIN P- -- P AGE NO MEMBER INFORMATION MEMBER START ND LENGTH B.TP JOINT JOINT (FEET) (DES) RELEASES .1 2 11.000 ØI 00000000000 2 2.. - 3 . . 4.000 .00 00000000000 3 3 4 7.000 00 000000000000 ************ END OF DATA FROM INTERNAL STORAGE.************ -21. UNIT.FEETPOUN . 22.'LOADING 1 TOTAL LOAD MEMBER LOADS . . . 1. 2 UNI BY -279.600 . 25; 3 CON BY -148.000 1.75 . . 26. 3 UNI GY -259.600 . ". -. . •. 27 PERFORM ANALYSIS ** CHECKING LOAD DATA ** PROCESSING ,SUPPORT CONDITION ** PROCESSING AND SETTING UP LOAD VECTOR ** PROCESSING ELEl1ENT STIFFNESS MATRIX ** PROCESSING GLOBAL STIFFNESS MATRIX ** PROCESSING TRIANGULAR FACTORIZATION ** CALCULATING JOINT DISPLACEMENTS ** CALCULATING ELEMENT FORCES .8 PRINT ANALYSIS RESULTS ( - 3 1 1 1 -. - T87031 D, PALOMPR OAKS, PURLIN P- -- PAGE NO. 3 • JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE • • JOINT LOAD X-TRPN V-TRANS Z-TRANS X-ROTAN. Y-ROTAN Z-RuTAN ; 1 1 ' 00000 00000 - Q@I96 • • 1 .00000 .00000 .00000 00000 .00000 -.00002 • 3 1. 00000 '-..02572 00000 . 0000 .00000 - -. 00058 4 1 • - .00000 00000 .00000 . 00000 .00000 . 0099 T13703iD, P(-LON1R OAKS, PURLIN P- -- PAGE. NO 4 SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE: TYPE = PLE JOINT LOAD FORCE-X FORCE-V FORCE-Z MOM-X MOM-Y MOM Z 1 1 00 1148.'59 00 00 @0 00 2 1 .00 ' 3880.10 00 .00 '• .00 .00 • 4 1 00 1130 50 -•. 00 • 00 00 • 00 4 4 4 4' .'• .4 '1 - 4 r 4- t • • , •;• • . •. r '4 -. .• •• .•• • - .4 .4 4 S - 4' •- '4'- - 4' - '- -••- -.4 / T87031 D, LOMcN cJKh, PURLIN R'- -- PAGE NU 5 MEMBER END FORCES STRUC1URE TYPE = PLANE LL UNITS ARE -- POUN FEET MEMB LOAD JT AXIAL SHEAR-Y.SHEAR-Z TORSION MOM-Y MtJM-Z 1 1 1 00 1148 59 00 00 00 00 1927 01 00 00 00 -4a81 26 a 1 2 00 195 10 00 00 00 4281 .26, 1 .00 834.7 .00 .00 .00 '194.33 1 3 00 834.70 00 00 00 -1E94 3 4 00 1130 50 00 00 00 00 ************** END OF LATEST PNALYSIS RESULT ************** ES FINISH *************** END OF STPD-I II ************** Prog'ariirned STOI- I COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT - CITY OF CARLSBAD APPLICATION' NEW BUILDING P.C.: NO;: (CHECK ONE) REVISED ' APPLICATION NO.: 378 INDUSTRIAL CLASS: ___ Signature of City Representative, -' APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A.. GENERAL: ' - SITE 1969 Palomar Oaks Way APPLICANT: J.C. SCHUMACHERCOMPANY ADDRESS: Carlsbad,CA 92009 Manufacturer of Specialty Chemicals and electronic equipment TYPE OF BUSINESS: for use by the semicônduS'tor_manufacturers. APPLICANT'S ADDRESS P 0 Box 158, 580 Airport Road, Oceanside, CA 92054 B. WASTES AND PROCESSING: (ChecV where applicable) 121 Domestic Waste Only IJ Industrial Wate Industrial Waste NOT Diaèharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical, and' Physical Characteristics of proposed waste): SEE ATTACHED WASTEWATER MONITORING_REPORT GENERAL DESCRIPTION OF PROCESS (If Applicable): ' SEE ATTACHED WASTEWATER PRETREATMENT SYSTEM • C. WASTES TO BE DISCHARGED TO SEWER: ' . :- • WASTE TREATED X QUANTITY AVERAGE 5525 CPD (Check One)'UNTREATED: X . • • (Daily) • •MAXIHUM 8000 GPO ((Cooling Tower=20GPD ) (Gallons PerDay) plus untreated 100 persons x 25 GPD - ) • APPLICANT OR REPRESENTATIVE OF FIRM.;_ 'Jeffrey S. Fjeld __- (Print) - TITLE: _Safety/Hazardous _WasteCoordinatôr • SIGNATURE S_4" DATE -/-r7 J C SCHTJMACUER COMPANY MATER/A1S SCIENCE 4N0 ENGINEERING P o Box 1158 MANUP4CTURING RESEARCH CONSLJL.TNG 580 AIRPORT ROAD OCCANSIOC CALIFORNIA 92054 1619) 433 663 RECEIVED T 910 322 392 March 5, 1987 M4R 9 1987 Tsuchiyama & Kai no 3300 Irvine Avenue ISUCHIYAMA & KAU4O Suite 200 Newport Beach, CA 92660 Attn Thomas S 'Ka' Senior Associate Dear Tom Attached, is a copy of our wastewater monitoring report for the sampling days of January 27th through January 30, 1987 If you have any questions regarding this report, please call me Sincerely, J C SCHUMACHER COMPANY Lee A Senecal /Attach LAS cfm , Mailing Address:M ASS 6555 Nancy Ridge Dr. RECEIVED PC Box 22567 Suite #300 San9iego CA 92121 Diego CA 92122 San MAR 9 1987 _____ - (619) 566-1060 - ISUCHIYAMA&KA14O &0 0 QUALITY R4 ASSURANCE LABORATORY c 'S S.--. - - •55 .: - J. C. SCHUMACHEF ATT JEFFREY FIELD 58u AIPPDRT ROAD, -OCEANSIDE, CA 92054 ' + -. -S • 5_ Date of Fp':srt February 9, 1987 Datt- Sarupit. Ftct'xve'd 'February ., 1387 4 --Date o Saniple: Jánuary 27— 30, 1987' -. - 'Date Analyses iriup1t.td * 'February' 6, 1$87, Analyzed, by: - ;'NC MGFN R'3 5 MM - -; - -''. Sarsiplt Typt. 4 WASTE WATEF - I - ANALYSES TYPE UNITS 1/87 1/.8/87 1/2.9/87 1/t)/87 • S - BOFON WATEF MG/L 6.2 t u4 0.4 FH 4 rVEF UNITS 8 8 5 8 3 8 3 AFSENIC WATEF MG/L ' <U C)5 < c5 (C) ()5 11 1 ICE WATER UG/L .0 c 17 5 <U -5 -- -5 -- - -. 5 . • -•. _.5 -. - - I 1 11 Ti--.E 1, 1 TF IfHLOFOETHANE I Fttt.r T L Sht.n Labcrat:ry Dirct,:r S 5*• . S -. -. - - - - 1 + t Address AS 6555 Nancy Ridge Dr . Box 22567 .1. , Suite #300 an Diego, CA 92122 _____ : V San Diego, CA 92121 (619j.5,66-1060 QUALITY R All ASSURANCE LABORATORY - J C SfHLJ1 ACHER EPA PTOD £02 PUPEALE AROMATICS, SAMPLE TYPE - LIQUID 'ANALYSIS, DEl LI * 50-27 ugh• 1-2817 : . V BENZENE 0.2 ND CHLOR06EZENE 02 MD 1,2-DICLORJ&ENZENE 04 NO 1,3-C CKGFOEULENE 0.4 NO 1,4-DILL0RJEZENE 03 NO VETHYL,V.E.E VV V 0.2 . ND TOLUEE V . 0.2 NO V V V V• V V V ND - OhE -DETECTED V V V V V V PETER. I. L SHEN VV ,,VV , V V . V '• V V V VV V V V V V LABORATORY. DIRECTOR Al VV V a ng Address AS 6555 Nancy Ridge Dr. j. B.ox 22567 #300 San Suite an Diego CA 92122 ego CA 92121 Di (6119) 566-10601. QUALITY Al ASSURANCE LABORATORY J C SCHdMICHER EPA flE1nuD 601 PURGEABLE HALOCABONS SAMPLE TY'E - LIQUID -:. • - . . . . " . £ ' .- ANALYSIS DETECTION LIMIT 504-87 ugh 1-28-87 BROODICHL'JROEiPANE ., 0.1 ' 2.8'- .•- . . , -- £. BROMÜFORM " 0.2 .' ND : .-: -- •' , , ',. 8ROroMETHNE ' 1.18 ' . NO CAREOUTETACHLORIDE . •. 012 CHLOROBEtZENE : , 0.25 ' . ND ' . . .'. .• . , , , 'CHLOROETHME . 0.52 , . ' . ND .2-CHLGROETHYLVINYL ETHER •.• 0.13 .. ND CHLO3FORN ' 0.05 28.9 CHLOROETHANE '0.08 . . NO . ' , ; .- . . . D10MOCHLOOETHANE ' 0.09 ' NO , •'• . , ., 112-DIhLOUDEN2ENE 015 ND 1-,3-DI1^14LOROBENZENE ' . 0.32 , - ND 1,4-DICHLORQBENZENE ' . '-' 0.24 '. -. ND -' "• . . 1,1_D1i).LOCOETHAE 0.07. ND 111-DICHLURCETHANE ' '0.03 ' . . . . ND- I,I-DICHLCOETHENE 0.13 • ' ' ND ' V - ,, ,, . . trans-1,2-DICHLOROETHENE 0.1 . ' • ' •• . NO . . . ' ' . . • -. •• D16HLOROF1UOROETHANE - '- . 1.81 • ' ND' ..-- . . . '• . . . - - -•. • '- -1,2-DICHLORO?ROPANE • 0.04 •' '- ND • ': - -. . '. .. £ - cis-1,3-DICHLOR3FRO -ENE 0.34 £ NO -trins-1,3-DICHLGKOPROPENE • 0.2 - £ NO • '. £ • £ -- ETHYLENE CHLORIDE • 0.25 1.7-', - - - £ '' • •: ', , , - • 1,1,2,2-TETRACHLO?OEThAUE 003 NO TETRACHLOkOETHENE - . '/0;03 -- , ND £ ' • £ ' ' ' ' -. . ,: - 11 1,1-TPICHLOROETAE 003 ND 1,1,2-TPICdLOPOETHANE 0.09 NO VINYL CHLO1OE - • - 018 : NO '-:' £ - - ' -' ' - • - :' TKiLdLOrOFLU3ROMETkAE * 30 NO N4 NO DETECTION ETER I L SHEh LABOF.TCr ' DIELTuR -••-• ' -- '- -' £ ____ 6555 Nancy Ridge Dr g Address AS$ Suite #300 Box 22567- ego CA 92121 (1 Diego CA 92.122 San Di (619) 566-1060 ORAo: rn QUALITY ASSURANCE LABORATORY - - 3 C SfhdbA(E EPA HTEOD 625 . ... '- BASE /hEUTAL E1TPrTA&LES SA.FLE run - L1iID YETrCD 65 - 504-87 ANALYSIS ' . DETECT10'11M!T . 1-28-87' . Ugh '.. . . . -. 1,441CHL0,OBENZEUE 44: ND . 2CHL0?QNAPKTALENE 19 . , ND •. . . ' 4-CH1OUEYL FENYL ETHER 4.2 . . , NO . .1.9 1,2-D!CHLCOEZEE 1.9 1.,3-iCXL'OGEN2ERE 1,9 . ND . . . . 2,44iNIGTOLUEtE , 5.7 , . : ND 2,6-D!NIT0iOLUENE - 1.,9 - NO . CH130ENlIDiNE 16.5 ' ND.,. ' 4,4'-DDD ' . 2.8 .. '... ND. . . 4,4'-CE 56 ND -. 4,4'-1T . ' 4•7 . . , ND • , , , .' ACENAFTHENE ' 1.9 . ND ACENAPHTHYLEE .. 3.5' . . ND - ALDPiN 19 ANTHRACENE '--BEZID1NE . -. 44.0' BEN1CA)ATHACEtE 7.8 . ND BENZ 0(A)YEtE '. . 2.5 --. ' ' , • ND .'' . . •." .BEN1OFLU:THEE . 4.8 .. . ND BENZ003,H1 1)ERYiENE 4.1' NO BENZ0(K)F1LIOANTHENE ' ' 2.5 NO ' • ' ' BEN1YL'8UTYI PHTHALATE. . 2.5 . ND ' -- .•' . . 'BIS(-Ch'LOETHOXY)ETHANE ' 5.3 1 . • ' ND' 8IS(2-CHLOE1HYL)ETHE'R .. 5.7' ' ND • . ' ., . , BIS(2-LHLOO1SOrFDPYL)ETHER 57 NO BIS(2-ETHYLHEXYL)PHTHALATE 2.5' ' ' • -. ND CHLORDANE : . . . 10 ' ' • - . . ND CHRYSEE . ' . 2.5' ND, D!-NJTYL PHTHALATE . . 2.5 " '. ND. D1N-OCtY1 PHTXALATE '.2.5 ' ND ' •' ' , ' • ' '. DJBENZO(A,HANTHACEHE • 2.5, ' '. , NO D!ELD1N ' ' . ' . . 2.5 • ' .. . ND' . ' ' ' • . '' DftlHrl PHTHALATE ' ' , 1.9 ' . ND .. . ' ' • ' '• .' . D1ETHVL PHTHALATE ' '1.6 ' ' ' ND " • . ' . . " .............-• ....... ..•. -. - ..................---•....... -.-'-. /PACE 2 J C SCHU1ACHER METHOD 625 ENJUA 11 t 10 ND E;DSJJnN 1 2 10 NO EDSULFAJE.. . 5.6. . . ND ENDF:IU ALDEYE2 V • 10• H NDV EhriN 10 NO 22 NO . rLuoE;E. ' 1.ND- V 9 - ND REF1rLCR Er'IIDE 22 ND H:xr.oF. ':2.4 ENE. 19 ND * 10 NO Lht.0 hEM r r'ri?E 16 ND V NEIACHLOU10iEUE . . 0.V. . .. NO VVV jE3(11 2,3-CD)PYRfWE : 3.1 V V 1SOrHORUE V . 2.2 ND V V V 10 N-Ii J1LA1E 2 10 ND • N-N1TO1F:RYLNE • 1., . V•V • NO V •V : V V V. - P•iTLENE ' 1.6 V .. NO .V VH1TOEflEIE V V 1.9.. V V NO V F'Cs a016 * . . 10 V V V . ND V V V V V V V V V •' V V C8 122Z V . 10 . NO. V . V PCB 142 . ' V 10 V ND V . .. . 10 V FC3 12c3 * V V• V ND •• V V V V V PC3 120 V V V V 10 •. V VV . V V ED 30 0 NO FCE-1i4 36 0 ND F'XEA1iTH:ENE 5•4 NO • V V P 'ENE YP VV L9 V ND V V T0IAHEE V V. 10 V . NO W4E'C 2 10 NO bta-EK 10 NO 9cId BHC 2 10 NO NO - ETECTED ; •" ' • gaL V V V V ,VV V ' PETER T.I. SHEN LA6C,TOrY LIECT0R AZ V ..V.: VV V V; • V - V VVVV V •_VVV_ - _;•• - VV - V..';. VV.A_.*•_ flV V_V_V J. C. SCHUMACHACHER COMPANY •. CARLSBAD,. CALIFORNIA '. .. • WASTEWATER PRETREATMENT SYSTEM. . . : • . 1. Requirements: System will be able to neutralize effluent of chemical sewers ..in•various areas. These ,ill be mainly dilute to moderate strength acids, but 'at times may also contain alkalies. Effluent from the neutralization system will contain salts from néutra.lizàtion of (Phosphorus Oxychloride), (Phosphorus Tribrothide)., (Boron Tribromide) and some acids Trace organics may be methyl chloroform, Ethyl silicate, acetone, and lower alcohols 2 Acids in effluent '-5%.Hydrofluoric acid Variable est 3 gal/day. • • . . r5% Hydrochloric acid Variable est 3 gal/day dii Nitric acid . . Smal.1 . • . . . - • . • - 2% Sulfuric acid , . • Smáll • . • . . ' dil Acetic acid . Small . . . , • dii Hydrogen peroxide-r-3% . Small . • . . ' Plus caustic & ammonium hydroxide 3 Effluent from neutralization tank will contain (as neutral solution) .pproximately • . • di sodium phosphate .Na2HPO4 • ..• 320 lbs/mo. . . •, • sodium phosphite • . . Na2PO3 • ' • 8 lbs/mo. • sodium chloride NaCl . '. ••• .319 lbs/mo. . . • : sodium bromide NaBr 52 lbs/mo. • sodium borate • Na2B407 : • 6 • lbs/mo. • Flammable Water Chemical Trade-Name ,t "Non-Flammable Class Reactive Polyvinylchloride - PVC N. Fl. N/A No Sodium Hydroxide Caustic N. F. N/A . Yes Phosphorus Oxychioride POCl N.F. N/A Yes Boron Tribromide BBr, N.E. N/A Yes Antimony Trioxide Sb,O N.E. N/A No Phosphorus Tribromide. PBr N.E. N/A Yes Hydrofluoric Acid HF N F N/A Yes Lithiumtetrafluoroborate LiBF4 N.F. N/A No Arsenic As N.F. N/A No Bromine Br N.F. N/A No Hydrochloric Acid HCl - Liquid N.E. N/A Yes Hydrochloric Acid - Anhydrous HCl - Anhy N.F. N/A Yes Neutralizer (4T) HYPO (NaHSO4)(Na,CO) N.F. N/A No 1,1,1-Trichloroethane TCA N.E. 3A No Tetraethylorthosilicate TEOS Combustible 2 No Hexamethyldisilazane HMDS Flammable lB Yes— Acetone Acetone - Flammable 1A No Trimethylborate TMB Flammable lB Yes Red Phosphorus Red P Flammable No Freon 113 Freon 113 N.F. N/A No Hydrogen H, Flammable - No Oxygen 0, N.F. No Mercury Hg N.E. N/A No Tetradecane Tetradecane N.F. 3B No -STELLITE STORAGE/NEUT TOTAL ON SITE — —.—.-- * —nr' N/A N/A N/A 100 LB - _---,c,ut5EA BAG F 300LB DRUM 1 x 30018 DRUM - - - - 1 x 30018 DRUM 900 LB * CAUSTIC 1x55GAL - AT SCRUBBER x S5GAL DRUMS - - - 1 x 55GAL DRUM DRM (50% CAUSTIC ) POCL, S DRUMS(1 DR. & 150 x 500CC 150 x 500CC 1 x 55GAL 2 x 5SGAL DRUM 5 x 55 GAL DRUM - — 4 x 200L FLASKS) 1 x 55GAL DRUM BUBS (QTZ) BUBBS-BOXES DRUMS + BUBBLER INVENTORY • . ILA -. 8 DRUMS(2DRUMS+ .8 x 55 GAL DRUM 250x1500CC 25Ox1500CC lOx 55GAL 1 x 55GAL DRUM 27 x 55 GAL DRUM 6x200L FLASKS) BUBBS(QTZ) BUBBS-BOXES DRUMS + BUBBLER INVENTORY BBR, 14OLT (2x72L) - 25 x 500CC BUBBS(QTZ) 25x500CC BUBBS-BOXES N/A N/A - 140L+ BUBBLER INVENTORY t44wt-.&ow trccL' SB,O, 200KILOS • 500KILOS IN 50LB BAGS 25 KILOS IN 25G AMPS(GL) 25 KILOS IN 25G AMPS 400KILOS AMPS IN MYLAR — (1 DRUM) 1150 I(IL0S GLASS BAGS F4cS pl1oro..& PBR3 50LITERS — 10x500CC BUBS 10x500CC - - 60 LITERS (3FLASKS @22LIT) (QUARTZ) BUBBS-BOXES . kI-fluor-L j..j HF N/A 10 GAL — - - - 10 GAL. (1 GAL PLASTIC) TEOS 6 DRUMS(4x200L 2 x 55 GAL DRUMS 100 x 1500CC 100x1500CC 2 x 55 GAL 1 x 55GAL 11 x 55 GAL DRUM + • FLA. + 1 DRUM + BUBBS (QUARTZ) BUBBS-BOXES DRUMS DRUM BUBBLERS ---- HMDS 2 DRUMS 2 x 55 GALL DRUMS 300 x 1000CC 300 X ILT - — 4 x 5 DRUM + GLASS . GLASS CONT. CANS GLASS CONTAINERS ACETONE - •. 1 X55 GAL DRUM —. - 155 GAL lx 55GAL DRM 3155 GAL DRUMS - L!bl-4-- • 5 KILOS (16B07) 5 KILOS - 100 x259 CANS 100 25g CANS - . — 10 KILOS +, F.G.I. - As - 2-KILOS 6 KILOS IN.1KILO 10 x 25g AMPS 100 x 259 _T _x S GAL — 9 KILOS . AMPOULES - IN CANS AMPS IN CANS DRUM LAM: sow RED]' . 2 KILOS 6 KILOS. 100x25g 100 x.25g . - - 8 KILOS AMPS IN CANS AMPS IN CANS BR - lx 1OGAL DRUM - 1 x 10 GAL DRUM FLP4M oLI B. 5 KILOS IN CONT. 1 x 50 KILO DRUM - - - . .- 1 x5 GAL DRUM 55 KILOS F.- HCL — LIQ • 1 x 10 GAL DRUM - •. . — - - - 10 GAL N r -HLL — AN 1 x 20LB CYL — — — — •• — - 20 LB - IMU - 140L. (2x72L) 1 x 55 GAL DRUM 50 x 1500CC --3U -X- 1500CC 1 x 55 GAL - 7xi5 GALL DRUMS C—,-\-- - BUBBS (QTZ) BUBBS-BOXES DRUM H. '-.•' -:----' -n -: ::-.- •.• :. 44 5"4 :44 44 44 4; 44 44 .4 .44................................. -_I: -':-' •'-;.•............-• •. :; - c..•. 4 ' •' .4 44445, •' .44,44 .......-• 4 -TI4-.-. •••/•.•...............- s . . ..............'4 14 ...: • -: ..... , 44 1 •- 44 44 44 L •' 44 4 /44 4 44 4 .: - -- -' -• ", -.•'' , -. -, .444 5.' --•k.9,)- -:- .- 44. p 4- ,. IUi<I1iL StORES F.G.I. - WASft .JtILLLSIt. STORAGE/NE$JT TOTAL ON SITE ' 1RE0N 113 10 GAL 1 x 55 GAL DRUM - - I x 55 GAL - 120 GALLONS DRUM . H2 6 CYLINDERS . ATTACHED . 2x(6 CYL PACKS) 18 CYLINDERS IN 6-PAKS OXYGEN I x K' TYPE TANK 2 x K TYPE TANKS 3 TANKS Hg 1 PINT 2 PINTS . 3 PINTS TETRADECANE 750 GALLONS r 50 GAL COOLING SYSTEMS (COOLANT) . • ••• .•. •.•. ,.; :'. :::. • • SI & f - :,. ::. . ••• •:;..:'.;: •.. :.: • I I I S tI 4 I I • I • :•. •. •• :'•. :I: •• . .' •• • . • 4 I L Af ir F , -4 , '-- a, I - 4 1J_.4 , 4.7 ... . ,. '4 • •' to out J7 01. -. ,. r - .4 .. 4 4. •' - - - . - .744 • ' - 4..' . •. -- ? , c i' 4- - 4 44 . . ".4 ,- ,•4'. , •- 4, .- 7. . ,- .4 . 71_•_ 4 4 -4 44 R : .4 - -. 4 - - •' - 14 ¶. : - 7 4 44" '4 4. .. 4 .'4• - .7 '.7 .77 4 4 .4.- •'• .. '- •4 ...74 4 -. 4. : 4444 .7 .4,'_ 4. 4•( 4. 44 '4 I44• 44'I4"44_. 4' 4?' . •. .** 4.- 44. y 14 4- 444-4 14. 4- 4. 4. 4:. - --. -:'-4 •'1.,-'.'.,1. 44 4 - '4 . - 9'. .4. '. 4,, -4 4 . . . - . . '4 - 44;.. • . - .- 4 7; 4- -' '.4 •4. -, , 4. - 4.'•'.• , _.i4.4 , 74. •' 4•'.•' 4-- .-- 4' 4. 4.4. 4.... I.',,, - .4 4'7 4' - 444 - 4'•474 4 7.7 7 -.4 -; 4. ,. 4 -.4; ,. - - . . •, • -. 44 - - .7 . '444,•. .74' 44