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2431 IMPALA DR; BLDG 1; 82-428-1; Permit
CD - USE RAIl POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN'SHADED AREA AND DECLARATIONS. .Dl hereby,afflrm am licensed a licensed under, 'provlaionsof Chapter9. (cómmencingwIth Section 7000)01 Division -3 of the Business and Professions Code, and my license Is in I full force and effect.. - - . 'Lic. No. __________.:____ Class .... f m ' I. hegreby affirm that I a exempt, from the contrac- - - 1t0r's License- Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re- qoires.a permit to construct, alter, improve., demolish, or, repair any structure. prior to its issuance also requires the ap- plicant for such permit to file a signed staiomont.that he is - licensed pursuant to 'the prnvislons.of the. contractors - License Law )CIuaptei, 9 commencing with -Section ,7000.of Division 3 of the Business and Professions Code) or that Is ex- . empt therefrom and thebasis for the alleged exemption. ,Any' - violation of Section 7031.5 by an applicant for a permit sub- jects the applicant too civil penalty of not more than five bun- dred dollars ($500). ......... . '°-o:, as &w I, propiy, or my employees with wages as their sole compensation., will do the work, and the struc- ture is not intended or offered for sale (Sec. 7044, Business and Professions Code: 'ide contractors License Law does ' .5 not apply to an owner, of property who builds or improves •, - thereon and who does such work himself or through his own emptoyees, provided that such improvements are not Intend- ad or offered for. sate.., If, however, the building or improve- Z ment is sold within one year of completion, the 'owner-builder 31:- will have the burden of. proving that he did not build or im- O - . prove for the purpose of sale). - 0 I, as owner of site roperty,-am exclusively contracting -with licensed contractors to construct the project (Sec. 7044,.. k v Business and Professions Cede: The Contractor's License - Law does not apply to an owner of property who builds or im- proves thereon, and who contracts for each projects with a , contractor( S) license pursuant to the Contractor's License Law). ,. •.. _.,.-•. , 0.'As a h&ower.I am Improving my home, and the follow- . log conditions exist: .1. The work is being performed prior to sate. 'c. . 2 . I have lived in my home for twelve months • prior to completion of this work.. 3.' I have not claimed this exemption daring the - - last three years. lam exempt under Sec., ' , B & P.C. for this reason ................_5 %' '". - 0.1 hereby affirm that i have a certificate of consenI.'. 4 - -. to. sell.insure,-_or a certilicate 'of 'Workers' S 1 Compensation insurance or a certified copy thereof - (Sec. 3800. Labor Code). r .. ... ., -'a 17, - -z POLICY NO. 2 .'rICOMPAPY)_-i.: 0 copy is ii—led with Ihe.city'-. - -. Z I .—",•c•,•i•,• Certified copy is hereby furnished.. -i-- -, - •. -• ." . •-,.• o ' CERTIFICATE OF'EXEMPTION FROM -. WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit us is to; one hundred dollars (0100) or iessl. ' '. •,, 0,,, Di certify that in the p ma erlornceof the work for *which this permit is issued. I shall not employ any persón in any manner so as to become subject to the Workers' Compensation Laws of California. i._' • , '' f' NOTICE TO APPLICANT: It. aftei makin3 this Cent. - ficale of Exemption, you should become subject to the Workers Compensation provisions 01 the Labor Code.- you . must forthwith comply - with Such - 'S provisions or this perrrrit'shati be deemed revoked. .1 'oereby. .atIrm'that there s acorrstruct,on, I lending agency 'Or the performance of the work for which this Permit S issued (SeC 3097 C I Code) *z) •. . . wi Lender.s Name.____________________________ i• f.''. L Lenders Address CARLSBAD BUILDING DEPARTMENT ' APPLICATION & PERMIT - - 1200 Elm Carlsbad California 92008-1989 (619) 438-5525 JOB ADDRESS 73 AV. ST. DATE F AP ?TION BUSINESS LICENSE # VALUATION PERMIT NUMBER OWNER'S NAME OWNER S PHONE CONTRACTOR CONTRACTORS PHONE ft ZONE #mC6, OWNER'S MAILING ADDRESS .- CONTRACTOR'S ADDRESS LICENSE NO. PLAN ID. # LOG USE CODE ' Ity 4V/W 1/ffl 3, eO.$Z m4 Qo 7 FZa/,i R 5fl19b/ SR& - - - LOT BLOCK SUBi VISION ASSESSOR PARLNO. DESIGNER LICENSE # STANDARD PLAN# - BUILDING SO. FOOTAGE ________________________ ___________ .- • -. ___________ DESCRIPTION OF WORK DESIGNER'S ADDREISS DESIGNER'S PHONE - .. . •, - .. /. !!NO S71ES F5P8.47 CENSUS TRACT CF LAND USE SPACE RES UNITS GRADING PERMIT ISSUED - REDEVELOPMENT. TV B- 0CCLOAD FIRESPR[PARKING AREA 7j aD N ON$ - — V ND Not Valid Unless Machine Certified QTY. LUMBINGPERMtT'ISSUE QTY MECHANICALPERMITISSUE SUMMARY/ACCOUNTNUMBER EACH FIXTURE TRAP . - ,, INSTALL'FURN. DUCTS UP TO 100,000 BTU-' . - BUILDING PERMIT k°100°°822° ' / EACH BUILDING SEWER - • . .. - - - . . - . , c-OVER 100,000 BTU ' . SIGN .PERMIT_ ., - • 01-00-00-8221 - - EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP ' PLAN CHECK n, 01-06,00-8806 EACH GAS SYSTEM I TO 4 OUTLETS 8OILER/COMP4ESSOR 3 15 HP sw- s x n''' TOTAL PLUMBING ' 01-00_0078.222_ EACH GAS SYSTEM 5 OR MORE - ,- FIREPLACE ' _METAL ._' ,. ELECTRICAL . 01-00-00-8223 EACH INSTAL ALTER REPAIR WATER PIPE VENT FAN SINGLE DUCT I r - - MECHANICAL - 01 0000 8224' " EACH VACUUM BREAKER st - MECH EXHAUST - HOOD/DUCTS 4 MOBftEH0ME.'. - 01 00008225 01 WATER SOFTNER - - RELOCATION OF EA FURNACE/HEATER ._ MOBILEHOME PARK INSP. ,.a EACH ROOF DRAIN (INSIDE) 'e SOLAR " 0100008226 a - TOTL.MECHANICAL ". ' STRONG MOTION 809233 0519 - OTAL PLUMBING FIRE SPRINKLERS 01-00008227 -,QTY SOLAR ISSUE ' r I ', ' PUBLICFACILITIESFEE 3200008923 -BRIDGE FEE - " QTY :ELECTRICAL'PERMIT ISSUE NEW CONST EA AMP/SWT/BKR COLLECTORS SCHOOL FEE DISTRICT 4 iP 3 PH 4.. it STORAGE TANKS 4CarISbad * 80-92-2i 0519 ' c EXIST BLOG EA AMP/SWT/BKR ' .' - " ROCK STORAGE - _Encinitas,., 8092220519 -'- 1 PH 3 PH'." PUMP F. San Dieguito 80-92-23-0519 ,tREMODEL/ALTER"1PER CIRCUIT h, 4 1 r PLAN CHECK FEE I ,a it '-San MarcoS " 80'-92',24-0519-"AI TEMP PoLE)2O0 AMPS - OVER 200 AMPS ' 1j. -/ 01 TEMP OCCUPANCY (30 DAYS)it - t4• '. - - -' sr'. ,. '.'• • ,• . ,, . - •.55'T ....,' - ... '-,... • -..•.-.. '". •..' ...-- ' •, ' ..•. - , ,/ ' - v. •,•, • - -- ,••_'•• .• ._ - .., . •, ,• 'j - -' TOTAL ELECTRICAL i- 'I f.TOTALSOLAR I TOTAL FEES PAYABLE og I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY a Expiration. Every Permit issued by the Building Official under the provisions o?Ihla * AN OSHA PEIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expirermit is become null and void. It the building or work -50" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by commenced within 180 days from the date Of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS STRUCTURES OVER 3 STORIES IN HEIGHT permit, or if the buildina or work authorized by such permit is suspended or BUILDING CON- ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING abandoned 81 any time alter the work in commenced for a period of 180 days- STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND , 'h I' OVED8Y- -i-- KEEP HARMLESS THE CITY OF CARLSBAD AGAWST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLI ANT S SIGNATURE OWNER 0 CONTRACTOB. .-- c- E , EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF BY PHONE 0 4,Z,~GRANTING OF THIS PERMIT I - INSPECTION TYPE - DATE • .- -.=•;__•_.__---. 1 '-; - -- V 4 -. INSPECTOR - • ••• BUILDING - 4r- /*tj1*2 HELD INSPECTION RECORD FOUNDATION REINFORCED STEEL - -. REQUIRED _SPECIAL _INSPECTIONS ,.._____ 'INSPECTOR'S NOTES. . •-' L INSPECTION RED. IF CHECKED SPECTORS INAPPROVAL DATE GUNITE OR GROUT PRIORTO SOILS COMPLIANCE FLOOR & CEILING SUB FRAME -•... -__________ SHEATHING i f.i3 STRUCTURAL CONCRETE OVER 2000 PSI 07 --7F - fs7 O PM/6- i1cp6/2 FRAME EXTERIOR LATH INSULATION / - PRESTRESSED CONCRETE l •4 , INTERIOR LATH & DRYWALL POST TENSIONED CONCRETE Zal, PLUMBING SEWER AND BL/CO c3- FIELD WELDING A BOLTS HIGH STRENGTH 11 7 PLUMBING UNDERGROUND 43 1O,fr-L- PLUMBING TOP OUT 2/ o,.i SONRV C9f ,?*'t Z 41-v jl1fiz TUB AND SHOWER PAN GAS TEST - PILES CAISSONS ELECTRICAL-: ____ ______ •• :.i -- ___ TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC wt ELECTRIC SERVICE BONDING - rr '- r ' '. -' aF:I. -SMOKEDETECTOR ----.----• --------------- i___-.•••••. --- '---------'----'-- ------r----'•------"--- , r ___________________________- MECHANICAL - - - , - -• , + - -- • - _• -• __ I - - - -d 1 - I'1. 1 .r-- - - --- - , '-. . r '• ' I' ---'- - ---k--- - • - - -.--: --*. .-. DUCT & PLEM REF PIPING" tt ' - -__."-_- -,_ -- .- t\ W- HEAT -AIR COND - SOLAR SYSTEM-S -- - ••.-*--- - - _________________________________________________________ VENTILATING SYSTEMS \* -- ' 1, 11 • '+, r-" ' CAL 1 FOR FINAL INSPECTION WHEN .s-- ITEMS ABOVE.tHAVE BEEN t p- APPROVED. ALL APPROPRIATE ". I _____ L "4 - -- — - - - 'p I -V.• •- - -•.-- • - ---'.T. .-' -- - p - -. - ,1 - •- -- v•of iz,- 4 - '* .-'JOB SITE FINAL'-'- •- PLUMBING • •. • • : • • _______ . -, ' ' "'.' ': ELECTRICAL'.. MECHANIC - .• •. 1' •" AL . • ___ - * t'_'•'' _____ - - BU,LDING: SPECIALCONDITIONSt. --": I - • - / CERTOFOCCUPANCY ISSUED - --:, -. -,• p cr- r % .-t• • ,-.------ -. •• •- :— N 4 -? 4 - çf(X 4 * I \ (. -* I ________ td•t "*d .•*(4 l -t -- i--.•--, • - • 4I. - t4y:- .1J -- •. - - ;'r ''- - ;:.*.. : •.,.4.:..-ç' uwner ZtcL t3I MaiI; Address City Zip Tel. Contractor Address City •.: jZip Tel. State Lic. City Classif. Lic. No. COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION'.jj ( cyf __ 4t co,i • r : -ASSESSOAS PARCEL NO. .. DESCRIPTION OF WORK 7 - — PLAN IDNO : M'Y- 'dU.k ' C>. DESIGNER ADDRESS 4 - PHONE • • El PLAN CHECK FEE 4"06 orC76 El VALUATION_______________________________ LI DEMOLITION • LI HOUSE MOVING El . PARKS AND RECREATION FEE • El PUBLIC FACILITIES FEE_______________________ El SCHOOL FEE .. D!STRICT El Carlsbad El Encinitas El -____________________________________ San Diego • Sari Marcos ( f-C) I LI iLLs Lftç fl137 _- .••. _____ El El El TOTAL FEE $ ___ - '- * ,.. • " ( 'S. . - - ' ' ; -':; i . - -' ,.*APPLICATIQN.fOPE¼FMIT TO CONNECT'TO CITY SEWER SYSTEM. CITY OFC E ARLSBAD ENGINEERING DEPA'RJMENt ' •N. 438-5541'. ISSUEbBY FOR APPLICANT TO FILL IN ' 'h.. " DATE ISSUED BUILDINGI ADDRESS VALIDATION OWNER / -. •,•• ' .. ' - -MAILING . . .- '.- (1 7 '• / " ADDRESS' ' I /1 4 • - . • , ' -. ' ' ' - ' LATERAL CHARGE COMPUTATION CONRACTOR / / ( ( STANDARD 4 (Max H 30 V.-101) : ,. ' . ' ' , ' : ' OVER 30 H. , FT. ONTRACTORS OVER 10 V ______ FT / ADDRESS ¼ ( / STANDARD 6 (Max H 30 V 101 OVER 30'-H-_@_-____ FT NEW1BUILDING EXISTING BUILDING OVER 10 V ______ _______ FT LEGAL DESCRIPTION TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) - * *. • .• 'S. -, •. - ' '- , ' TOTAL LATERAL-CHARGE - -. - - - -v. - •- ei e - ** - -- - ** - '- .-- --- f-•(_ - - ' • ' ' - REMARKS • LINE COST DATA 4 ¼ 4 c ASSESSMENT DIST NO 'L d**•)J.. , ft( FRONTAGE ______COST PER FL TOTAL ... ) OTHER ;,. :LATERAL LOCATION - - :- ' * .- -- : - CONNECTION FEE • ,- * -• I Icn. NO UNITS COST PER UNIT/6*1OTAY3 4 4 ¼ ,•( I_ ) ( )__. PUMP STATION FEES / NO UNITS 'COST PER UNI1_ TOTAL 9 '2. - . -. 5' 5 . - -. * ,. _.*.•. . r I ST TOTALCHARGES (LATERAL ETC) LATERAL NO INSTALLATION DATE WHITE EngineerIng GREEN Finance YELLOW Sanitatioi PINK Building GOLDENROD Perm,tter Tt ill - . , ¼S.. 1 -5 . .. .. I.. .- I• - -' USE BALL POINT PEN ONLY-& PRESS HARD .WEJ I hereby afllrm that Jam Ilcnsed under provIsIonsofChapter9(c din rnenc(ng with -• - I'5Sect1on7000) otDtyIsion 3'of the- Business - - .djfand,Professlons Code, and my license is In k - I,fuiitorceandettect. ------- - --- Lic. No. ,'3yj._Class 3 . . . ' L. l...hereby . aftfrm that. 1 am eernpt ..f rom .the Contrac- . ; br's License Law for the following reason (Sec. 7031.5 .,.Business and Protessions Code:..Any city or coanty.which re-_ ,-quires a permit to construct, alter, Improve,, demolish, or. -' _,repair any structure, prior to Its Issuance also requiesJhe ap' plicant for such permit to file a519n0d statement thai he Is - licensed pursuant,to the iprovlslonsvot the Contractor's .. -. License Law (Chapter 9commencing wifh Section 7000 of Division 3 of the Business and Prelessions Code) or that Is en,, ,. I empt therefrom and the basis for the allegod,endmpt Ion: 'Any violation of Section 7031.5 by an applicant for a permit sub- J - sjects the appIiant to a civil penalty of not more than five han'' dred dollars ($500).' . -n S • - - -S - - S - - -':-m -t "*- * - S - '-. tJ 1,-as owner al .the property, or my employees with wages - ' as their sole compdnsafion. will do the work, and the struc- - a .lure Is not intended o-r uttered for sale (See. 7044: 8usinéas* and Profeosions Cede:&The Contractor's License Law dues,,j, .5 .k. not apply to an owner of property who builds or. improves. thereon and who does such work himself or, through his own employees: provided that such improvements'are not Intend- ed-or offered for sale.-If, however, f he building or Improve----' 5 Z went is sold within one year of completion. the owner-builder - will haq,& burdeft of proving that he did not build or rn' I -o prove fcl purpose of sale). -( '•. •r t.' -. _0 I, as owner, of the property, am exclusively contracting with licensed conf e p ractors to construct throject (Sec. 7044. ."Biisinessand Professions Code: The Contractor's License - - Law danof apply to an owner ot property who builds or im- r t proves'thereoo,-and who contracts for each projects with a U) !- C coot ractor(s(Iliceose pursuant to .1 he Contractor's License .0 As ahomeowoert am improving my home, and the 10110w- 4 --. .-..---iog conditions eoist:.- . - '. ; 1.' "the work is being performed prior,to sale. 1'- 2: t have lived in 'my 'home for' twelve months -'- - prior to completion ot'thio work." -'- ' sat 'L(3.t'have not 'claimed 'this exemption daring the C T lasf three years. 0 IameoernpfenderSe - ,B&P.C. , -for this reason ............ ,.._ ........ 01 hereby affirm that I have a certificate of consent, -i.. r ito: self-insure, s-Or • a ,certificate of, Workers Compensation hisurance. or a certified copy thereof Cc -' - 'OUCy NO. S :. - to 4 0 Copy is filed with the city re ' t sh* 0 1 0ERnFtCATEOFEXEMfONFR0M ' .ssWOflKERSCOMPENSATlON. INSURANCE P • ' . , is for one hundred dollars l$1001 or less uJ Ile - '0 I certify that in the performance of-the-work for-., " 0 g 'whits this permit is issued, t shall not employ any person in any manner so as to become subject to •• ",lhe Workers Compensation Laws of California:: - us • 'ts,Jl5- 4 4 ,_ tjl.7 ) , -. . - .5 NOTICE TO APPLiCANT:tt. after makin3rrris Get, (' fica(e of Exemption.' you,should become subject ro the Workers Compensation provisions of the Labor prbi,i510ns or this permit sf5011 be deemed revoked. , '7,r----,------.---- - 0 I hereby affirm that there is a construction I ...,iending agency tocthe.performarce of the work Or l ,"'which this permit is'issued.lSec 3097. Civil Coder'-.1 C - - - •; ual Lenders Name' -'- 'wc1 jj- - L Lenders Address S . ' S —z - APPLICANT TO FILL IN INFORMATION WITHINSHADED AREA AND DECLARATIONS. - CARCSBAb BU1LDIN66EPARTMENT 3' ' ., APPUCATION& PERMIT . TVT. 1200 Elm Carlsbad California 92008 1989 (619) 438-5525 'JOB ADDRESS - . - . AV. ST. OATC OF APPLICATION BUS ES ICENSE # 4I/3/-33 4Jh -/oj ' VAIJJATION , • - PERMIT NUMBER _____ -:"- t .'--'• OWNER'S NAME . OWNER'S PHONE / CONTRACTOR' CONTRACTORS PHONE ZONE OWNER'S MAILINCADRESS' 6cPP4TRACTOS ADDRESS LICENSE NO. PLAN I.D. # - - . BLDG USE CODE , 427ç aae 44( Y)3 9/f 7 -' - - - • - - -- LOT BLOCK - SUBDIVISION - ASSESSOR PARCEL NO. DESIGNER • LICENSE # STANDARD PLAN # •" BUILDING SO. FOOTAGE - - - - - - - 5 - p • • - '_ — '-"5---- - . - • - "• - —4- —I DESCRIPTION OF WORK - DESIGNER'S ADDRESS - • DESIGNER'S PHONE - - - 0-'.,,,. •m- -- . 4 - - - F/P FLRELEV NO OCCGP EDU Ph17 STORIES 'YO ND n - '-. - - - - • , • - ' , - FIRE SPA CENSUS TRACT 4-GP, LAND USE PARKING SPACE , ABS UNITS- ' GRADING PERMIT ISSUED REDEVELOPMENTj AREA - •: • TYPE • • 0CC LOAD -'-r---------------- a ----.-- - • - , 0 ND •' } YD.:ND . -. • YO NO CONST - .N61"Valid UnieSS Machine Certified , - -- -7'.? QTY.: MECHANICAL PERMIT. ISSUE ------"r -----r---':-'r' - SUMMARY/ACCOUNT NUMBER - - QTY. - ' PLUMBING PERMIT -'ISSUE ' — --S -- • ,."4."S" •. ' - - -v - .*'.. -- - S-- 4,_ - .' - - L - _ -. .L___- .. . -- . • - ..: - -' - .-'. -- - - '. 4 EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU -' - - - • BUILD(NG PERMIT - - ' 01-0O-00-8?20 , -, - EACH BUILDING SEWER ,/3 -is- OVER 100,000 BTU - -a- ----'.- SIGN PERMIT— -'. —i- -01-00-00-82211 EACH WATER HEATER AND/OR VENT 7...5,.! BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01-00-00-8806 EACH GAS SYSTEM I TO 4 OUTLETS ' -- - BOILER/COMPRESSOR 3-15 HP - - - , , - TOTALPLUMBING' - - 01-00-00-8222. 5 - • EACH GAS SYSTEMS OR MORE -- * - - -vw- -- METAL FIREPLACE -- ' , ' 1-- '- - -r — --ELECTRICAL - -it 01-00-00-8223 #-- - - — —. - EACH -INS ALTER REPA'IR 1/SATER PIPE VENT FAN SINGLE DUCT MECHANICAL 01-00-00-8224 EACH VACUUM BREAKER -- , ,-. MECH EXHAUST - HOOD/DUCTS MOBILEHOME 01-60-0 0 8225 77 - - *•!.S_* ______________________ WATER SOFTNER .4 _ RELOCATION OF EA FURNACE/HEATER _* - MOBILEHOME PARK INSP - - -- - - - EACH ROOF DRAIN (INSIDE) .r ' - SOLAR - 01 00008226 - - •'u'- - 5 -'-`7 —TOTAtrMECHANICAL 7f' , ) ' 4'* ' T'. ,:'. STRONG MOTION - ' ' - 66--92-33761b ;':fOTA-LPL-UMBING'--'--' • ' - FIRE SPRINKLERS 0j00:008227 n QTV ELECTRICAL PERMIT ISSUE _A3_ QTY - ___ _SOLARJSSUE PUBLIC FACILITIES FEE __32_00_00_8923 - " BRIDGE FEE NEW_CONST1EAAMP/SWT/BKR __-, ___ - COLLECTORS C SCHOOLFEE _DISTRICT________,, 't5• PH 1_3__PH STORAGE TANKS - Carlsbad ____8092_21_0519 -*t 4EXIST BLDG__EA_AMP/SWT/BKR__ ROCK STORAGE ________I _''" ''Encntas _____________-8092220519 -P This section need not be completed if the permit 3PH __'-' . -- PUMP',-.''.•'•nj'' '-.• San Oiegwto --80-9223-0519 REMODEL/ALTER___PERCIRCUIT1__'1 &1' PLAN CHECK _tEE _I___'I1 _n- ' SanMarCoS 8092240519 '- :TEMPpOLE'20OMps ' ____ -•_,'.r-v--.,:_*:.-: .-.----.- _-'--•-:'- - __'-'n----- ' OVER200_AMPS___-- ___'j-,.__. _n'. " •'- _I u_i ______________ _____________________________________________ I -4 TEMPOCCUPANCY_(30_DAYS) - - - ' 4Code; you, must '• forthwith 'comply -with 'such -4___-- __ . ,-.__.'.'.:,., TOTALELELTRICAL I • y _pTOTALSOLAR TOTAL FEESPAYABLE I'HAVE CAREFULLY EXAMINED THE COMPLETED-APPLICATION AND PERMIT" AND DO HEREBY - Expiration. Every permit issued by the Building Official under the provisionso/this * AN i* PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire authorized bsuch1'errnitintc limitation and become null and void. lithe building or work • 0' DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permil, or if the building Or work authorized by such permit suspended or STRUCTURES OVER 3 STORIES IN HEIGHT BUILDING CON- ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING abandoned SI any time after the work is commenced for a period of180 days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO,SAVE INDEMNIFY AND - KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS APPLICANT'S SIGNATU E * OWNER\ CONTRACTOR 0 APPROVED BY - - • a il. - ,DATE -- EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE 40 GRANTING OF THIS PERMIT. :- . 'q •,! - 5---. ,p-•/,,,_ • -- --'-S '1" -' '• 5._••, -• -- . 5;. INSPECTION TYPE t DATE INSPECTOR .,,BUILDING FOUNDATION REINFORCED STEEL MASONRY GUNITEOR GROUT FLOOR & CEILING SUB FRAME SHEATHING FRAME EXTERIOR LATH INSULATION 'INTERIOR LATH& DR.YWPLL •' ' .5 "PLUMBING" 'SEWER'AND BL/CO j f', 'a- . .- PLUMBING UNDERGROUND1 '' .,.--; .i___-:' '• PLUMBING TOP OUT ,,TUB AND SHOWER 'PAN GAS,:TEST_ ELECTRICAL' TEMPORARY POWER 'a'. ''L et e ELECTRIC UNDERGROUND . . a. ._- ROUGH _ELECTRIC ELECTRIC SERVICE BONDING__." _________..- GF.i.SMOKEDETECTOR __ ..'ae MECHANICALa.,,I DUCT.&PLEM., _REF__PIPI1G.'- HEAT -AIRCOND.—SOLAR SYSTEMS' . VENTILATING SYSTEMS__... 'CALL FoR' 'FINAL INSPECTION WHEN ALLAPPROPRiATE. ITEMS ABOVE HAVE BEEN APPRO VED '___.JOB 'SITE.FINAL PLUMBING____"'- ELECTRICAL'''"'a-, MECHANICAL GAS 'BUILDING':.• - _________ SPECIAL'CONDITI)NS CERT OF OCCUPANCY ISSUED f. FIELD INSPECTION RECORD • 4 ' '';' ,,, REQUIRED SPECIAL INSPECTIONS . :. . . 1NSPECT.OR'S.NOTES REQ. IF INSPECTOR'S. IDATE CHECKED APPROVAL SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE- OVER 2000 PSI' PRESTRESSED CONCRETE,''.- _- -: - -,,..- 'a.',,,.I_- _,a- _- _" ___'•".. POST TENSIONED 'a, -f— -' , I CONCRETE "'a FIELD WELDING a'I-IIGHSTREr.JGTH *,i.a,a' -- . . ---------- BOLTS SPECIAL MA SONR'a' 'a-.''-.a-'..- ... . - - . .'...'..-.._,.,:., _'a...'-' _•, a ..'•' PILES'CAISSONS Ir '' a. a--.a-a-,j a-') '' .a" J_. • ..,•Fi-.5_-_-5 ____:..,.. ____________ : 'a' -'--'a-- ,•, "-'a.-' - 'aa.a-.*'a. ' '-- - -a'-- a - _.a- 1 :""-. ::.'t-'-., .""a__''ai" _•' '' _ — '-a- -'a- - .'''aL'a-,,_'c,-_'".' . r_-_, ' . ., • -'--''a' , _ ••'a 4) - ' ' *a. t,1 'a' a _____''.'--. ____ '•'..'.a - a' 4,," ;4V--. '. ' '' •' _-a j ,, #1i"S'.":-.-''-".'' a 'I _a-I$,a--ø .a--. — i'I IIIZF RAIl PflINT Pfl fltIY & PRFSS I1ARfl ,.APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLAiô—..,,, "i'D I hereby afflrmthatl am licensed under provielónaof Chapter.9 (commencing 'with I "'Sction 7000) 'of Dl'isiôn '3 of th,, Business andProfesalons Code, and my license is in I full force and effect. . ..... lic. No. _7 3161.:L. Class _C 1O_. - I .hereby attirm that I am exempt from the .Contrac-, tots Licensef Law for the-following. reason (Sec.' 7031.5 Basiness and Professions Code: Any city or county which re' - quires a permit to construct, alter, imprnve, demolish, or repair any structure, prior to its issuance also requires the ap '" Scant for such -permit to tile a slpned statement that he is licensed pursuant to the provisnots"-ot the Contractor's License Law (Chapter 9 commencing with Section 7000 oh - Division 301 the Business and Pratesslons Code) or that is ee- empt-therefrom and the basis tot the aiioged exemption. Any violation 01 Section 7031.5 by an applicant for a permit sub-jects the applicant to a civil penalty 01 not more than tine huO- dred 'dollars 15500). "'S . , I, as owner 01 the property,;or my employees with wages as their 'sole compensation. 'will-do thb'wnrk, and the struc- oUJ tare is not intended or offered for sale (Sec. 7044 Business; ' '1 and Professions Code: 'The Coniractor's License law does" 5 _ not apply to an owner of, property who builds oimprôves thereon and who doos'such work hlrnseit or through his own employees, provided that such hnprovemuotv are oat intend- let ed or offered for sale, it, however, the building or improve-..-.- Z ment is sold within one year ot.con1pietioo the owner-builder will have the burdEn 01 proEihg that he-did not baud or im- - 'prove to purpose of. sale). I, as owner 01 the property, am exclusively conirocting' with licensed cdntractorn'to construct the project )Sec 7044, Bus)oess,aod Professions Code: The Contractor's' License Law, does 001 apply to an owner 01, property who builds or rn-provesv'Bterenn. and7who• contracts for each projects with a (A contractor(s) license pursuant to the Contractor's License Z Law)... 0 . '0- As a homeawne?i am improving my home, and the follow' 4 log conditions exist: - .1,. The work is being pertnrmed-prior0to sale. 2. I have lived in 'my home *for twelve months prior to completion of this work. - MIA - 3. I have not Claimed, this enemptido daring the O , last ti years. - 0 lam enempt'EnEers'ec. -" '' . B & P.C. ,.,tOr this reason - 0 thereby alt irm thai I,have a certificate 01 consent ''to' ,self'insure, or a certificate of Workers'' 'Corupensahion'lnsurance. or a certified copy thereof (Sec. 3800, Labor Code)' Po)IJCY'NO. 'A'- 9500755--_ COMPANY—_OER (IT AL_TThITQN fn 0 Copy is filed with the city.,, , Z UJ 'Certified copy is,hereby burnished. AL ,CE ,' RTIFICAT OF, EXEMPTION FROM - , . tyi.ORKERS'CQMPENSATlON INSURANCE ill - (This section. n'eed not-,be completed JI the permit -- is for one hundred dollars ($100) or less( cr.- ' 0 l.certity that in the perlormatnce.of the work for 'whrch this permit is issued. f shall not employ any person in any manner so as to become sebject to the Workers' Compensation Laws 01 California. 14OTICE.T0 APPLICANT: It. after making ,this Cern-' ticatE of Eeemption, you should become subject to the Workers' Compensation provisions of the Labor - Code, you must- forthwith comply with provisions or this permit shall be deemed revoked. F. 0 I 'hereby, 'affirm that there is a construction I lending agency for the performance 01 the work Or ' ' I whrch thos permit iiissued (Sec 3097, Civil Code). zl wi Lender's Name. L Lender's Address 'CARLSBAD BUILDING 'DEPARTMENT '" .' APPLICATION &' PERMIT ' ' 12,100 Elm, Carlsbad, California 92008-1989 (619) 438-5525 .tO8 ADDRESS . AV. ST, DATE OF APPLICATfON BUSINESS LfCENSE # GEN REAR PL 1?4/g RD. 2/15/83 APPLIED FOR OWNER'S NAME ., , OWNER'S PHONE CONTRACTOR CONTRACTORS PRONE C PALOR&R .TECH.CENTRE PARTNERSHIP I STRINGER ELECTRIC 453-6566 PERMI 2433 VALUATION fNUM~BJER:, ZONE OWNER'S MAILING ADDRESS . 3151 AIRWAY AVE. BLDG G-3, COSTA MESA, CA 92626 CONTRACTOR'S ADDRESS 92938 P.O. BOX 2156, LA JOLLA. CA LICENSE NO. 231671 PLAN 1.0. # BLDG USE CODE LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO. 11573 DESIGNER DESCRIPTION OF WORK LICENSE # STANDARD PLAN # , BUILDING SO. FOOTAGE DESIGNER'S ADDRESS . DESIGNERS.PHONE Not Valid Unless Machine Certified - ELECTRICAL . vO ND ' NO , F/ ' P FLRELEV, OCCGP STORIES EDU CENSUS TRACT - GP LAND USE PARKING SPACE RES UNITS GRADING PERMIT ISSUED Y O N 0 REDEVELOPMENT AREA yo NO - TYPE 0CC LOAD CONST' FIRE SPR YO NO QTY PLUMBING PERMIT- ISSUE 21 QTY. . ' MECHANICAL PERMIT - ISSUE . ' , ' SUMMARY/ACCOUNT NUMBER " BUILDING PERMIT : 01-00-00-8220 ,EACH FIXTURE TRAP - - : - INSTALL FURN. DUCTS UP TO 100,000 BTU - - - ' EACH BUILDING SEWER' - p"- -'--'-"-'-'.' , . .-._ OVER 100,0100 BTU .- - . - - SIGN PERMIT...- 01-00'00-8221 ----- EACH WAtER HEATER ANDJO,R VENT '. -- . - . BOILER/COMPRESSOR UP TO 3 HP , ' - • PLAN CHECK - 01-O0-OO'8806 EACH GAS SYSTEM I TO 4 OUTLETS - ' - BOILER/COMPRESSOR-3-115 HP 0 , TOTAL PLUMBING , 01-00-00-8222 , EACH GAS SYSTEM SOR MORE - - ' -'f-- - ' --- METAL-FIREPLACE .,. , - - .,. . . --....- ELECTRICAL... , - 01-00-00-8223 EACH INSTAL', ALTER, REPAIR WATER PIPE - ,,' VENT FAN SINGLE DUCT ' • , - - ' MECHANICAL' O1'0O-OO-8224 EACH VACUUM BREAKER— MECH EXHAUST HOOD/DUCTS MOBILEHOME 01-00-00-8225 . WATER SOFTNER - - o-,,,,. , ' 0 RELOCATION,OF,.EA FURNACE/HEATER - - 5 - - - MOBILEHOME.PARK INSP..,-.5. - EACH ROOF DRAIN (INSIDE) ' ' - . - - - SOLAR 01-00'00-8226 -:7 '-TOTAL MECHANICAL - ' '"5', ' - STRONG MOTION'•• ' - 80'92-33-0519 TOTAL PLUMBING FIRE SPRINKLERS 01-00-00-8227 QTY: ELECTRICAL PERMIT -'ISSUE ' - - 5-o 0 QTY. ,,,., SOLAR - ISSUE ' ' • - PUBLIC FACILITIES FEE 32'00-00'8923 ' BRIDGE FEE NEW CDNST EAAMP/SWTIBr(R COLLECTORS SCHOOL FEE DISTRICT 1 PH PH 600A 3OQC) 3*0519 STORAGE TANKS 11 Carlsbad 80-92-21- -- EXIST-BLDG EA AMP/SWT/BK-R -- ' - . - "- - '" " '- EocinjlaS"'' ' 1,!H ' 3 PH, . , ROCKSTORAGE '' ' ' -------. -. .- . - PUMP , . - San Dieguito ' 80'92-23-0519 REMODEL/ALTER "PER CIRCUIT' ' - 1 - ' ' • PLAN CHECK FEE an Marcos '•' 80-92-24-0519 . -TE00O'LE'201YAMPS - OVER 200-AMPS TEMP OCCUPANCY (30 DAYS) 2 () 60A'3-0/(1)OAJ TOTAL ELECTRICAL 342 50 TOTAL SOLAR TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY ' Expiration. Every permit issued by the Building Official under the provisions ofthis A' N OSHA PERMIT IS REQUI RED FOR FXCAVA TIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE expire by limitation and become null and void. If the budding or work uch .5'0*' DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if the buildingor work authorized by such permit is susp authorized by such permit is not commenced within 180 days from the date of ended STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time alter the work is commenced for a period of 180 days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY ANU KEEP HARMLESS THE OF CARLSBAD COSTS APP ANT'S SIGNATURE * OWNER 0 CONTRACTOR APPROVED BY • - DATE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE Z.1'4 jBY PHONE GRANTING OF THIS PERMIT - 4 - INSPECTION TYPE DATE INSPECTOR t, BUILDING .4 FOUNDATION - REINFORCED STEEL MASONRY GUNItEORGROUT. .FLOOR& CEILING SUB FRAME. . SHEAtHING FRAME EXTERIOR LATHINSULATION. .. . INTERIOR LATH & DRYWALL ..PLUMBING SEWER AND BL/CO PLUM1NG.UNDERGROUND' PLUMB ING'TOPdUT7 . .• ________ TUB AND SHOWER PAN. GAS TEST ELECTRICAL TEMPORARY POWER,* ELECTRIC,UNDERGRO.UND ROUGH ELECTRIC - ELECTRIP SERVICE '.'. "1 " .. •. . BONDING • '. - G. F. I. — SMOKE'DETECTOR -• MECHANICAL. buCt& PLEM:REF. PIPING. ' -• HEAT -AIR COND. — SOLAR SYSTEMS VENT[ I2ATING SYSTEMS --..-•- .. .: . = . -. - . - • - FIELD INSPECTION RECORD a :- , - 4 . - - •. 4 - . . . 4 - 4 ---4. REQUIRED SPECIAL, INSPECTIONS d..INSPECTORS. NOTES, I . _• . . INSPECTION REQ. IF INSPECTORS DATE .' .4 CHECKED APPROVAL, . .-. ..-- •-- - - - T. •. .._- -- .:. _.- SOILS COMPLIANCE PRIOR TO* , .. . . FOUNDATION INSP . . : '-• - :' - . . - STRUCTURAL CONCRETE. -, • . ... . . - . •. OVER 2000 PSI .• . - " ' .'- ' - 4 PRESTRESSED . •'• .4 . , . 44 •,4•• . , CONCRETE .' . • . -• . - . ,. POST TENSIONED. • • .- -' - . . ,. ' CONCRETE ,.. 4. '-.4,, . . . - 4. . . 7., 4 '4- • , - . . . - FIELD WELDING - .. . . .. .. . - • - HIGH STRENGTH - I I 'BOLTS .. - -L . . :' • SPECIAL MASONRY _________________ ______ . ..•... . .4 1'. 4 I) .. . -.4 -4 . , .•, '.4 •. . "( " : . . - . PILES'CAISSONS 4 -C' • -• • lbt.. ,. .* - S * 44 ,.0 I - . . - . -. I . 44 44 '_•44 - 44.4 -, ' 4- t} _• -- - - '- '44- ..0 - . * ,. _. - . . ., . .4, - . ..4. , .44 .4 .. .. .•49. .4#. ...: . ..4.•• , . . . . , . -'••.y *- - . ____________________ ________ I . ..*. __I _--=-------------• 4c. .4 -- --5 49- — - - - - ' - - I I. . S 4 . .• . - . ..• . . • ' - I - - • ' .. . - . -51.* . . -. '• ' . . . •• . A - I CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE -Jl ITEMS ABOVE HAVE BEEN'APPROVED . .. -, - . .. J. • ' '. -, - 44 . 4 4' - . 4/4 4 - '- ',' '4 44 ' A, 4 1 .JOB .SITE.FINAL --:- PLUMBING . -4* MECHANICAL GAS 'BUILDING.. .- ,,'. .-• . --. - ' . -. - - ., *'-' •. ' - 'fl_'_ ' •._. . • SPECIAL CONDITIONS 4- 1-5 ••' CERTOF OCCUPANCY ISSUED - ' '4- ,4-.-.'- ' '- • '. ' • . - . .4. . I - S - -- -- . .4- . - . ,- • .— .—. -- .4--.- - . - - - - •'._t S + - . .4 -- 44I 1 ......... u-'-. ,•-- -'I•--*.,1- I hereby0atf irm that I amilcensed under 'pr.ovisiona of Chapter 9-(con,i*encing with Section 7000) of Division '3,of the Business. L and Professions Code, and my license is In -k full 'c'la I hereby affirm that I am,,exempt from the. Contrac- tor's, License Law for the following reason (Sec., 7031.5 , Business and Professions Code: Any city or county which re-- q aines u. permit to construct, alter, improve, demolish, or repair 'any structure, prior to its issuance also requires the up: plicant for such permit tot lie a, signed statement that he is . licensed pursuant- to the prOniolnos of the Contractor's -- -. License Law (Chapter 9 cummencin with. Section 7000 01 Division 301 the Business and Professions Code) or that is ex- empt therefrom and the basis tor'lhe alleged exemption. Any violation of Section 7031,5 by an applicant for a permit sub-acts the applicant to a civil penalty of sot murethan five hun-, dred dollars-($500). 0 1, as owner of the property, or my employees with wages as their sole compensalion.'wlll do the work, and the struc- 0 • - ture Is out Intended or uttered for sale (Sec. 7044, Business .j "I,and'Proteooions Code:, The Contractor's License Law does not apply to an owner-el property_who builds or Improves m thereon and who does such work himselt nr,through his own employees, provided thatsuch improvementu'ure not intend- Ui ' ed or uttered for sale. If, however, the building or improve- Z ment is sold within one year 01 completion, the owner-bultdnr 39 will have the burden 01 Proving that he did not build or im- prove for t,g, purpose of' sale). 0, s owner 11 the property, am' eucl,Usioetj contracting, - with licensed contractors to constrect the project (Sec. 7044, Business and 'Professions Code: The Contractor's License law.dnes not apply loan owner 01 property,whs builds or im-proves Vereon, and who contracts for each projects with a U) - cnntractor)s) license 'pursuant to the Contractor's License Z Law). - 0. As a.homeowner.l am Improving my home, and the follow- 4 Ing conditions exist: 1. The work is being performed prior In sale. - 2. I have 'lived' in myho'me for twelve months - prior to completion of this work:-' ' sot - 3. I have not claimed this exemption during the 0 - - - - last three yearsY 0 lam exempt jnder Sec.' 0 - 1 - B & P.C. for, this reason 0,1 hereby affirm that-f have a certificate of consent, self-insure: or a certificate of Workers' " "Compenation IrisCuane:or a certified copy thereof (Set: 3800, Labor Code). - - - Z POLICY NO. COMMERCIAL'UNION 'COMPANY - ,NA9500755 - U) 0 COPY is filedwills:lhe city. -. - Z - - Cerfiiiedcopy is hereby, furnishy, 0 - CERTIFICATE"OF EXEMPTION FROM - ;''0WORKERS' COMPENSATION INSURANCE - (This section need not be Completed if thepermil - - - 0' - is for one hundred dollars 1$100) or less) le 0 I certify that, in the performance of the,.wortr.f0r 'whiCh this Permit is issued, I shall not employ any 39 person in any manner so as to become subject to the Workers' Compensation Laws ol.CaliIorni - NOTICE TO APPLICANT: If. alter making-this Cert- licate of Exemption, you should become subject to - - the Workers' Compensation provisions of the Labor - Code, you must forthwith comply with, such - provisions or this permit shall be deemed revoked. 'hereby aifirm that there is a Construction CC I .tendin9 agency for the performance of the work for which this permit is issued ISec' 3097. Civil Code). LIJ - - - Lender's Name Lender's Address USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - . CARLSBAD'BUILDING DEPARTMENT APPLICATION "& PERMIT - 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 . - - JOB ADDRESS AV, ST DATE OF APPLICATION BUSINESS LICENSE # Y L VALUATION PERMIT NUMBER APPLIED FOR B EAR PAF- - -- 2/15/ ZONE -. jOtuTRACTOR - CONTRACTORS PHONE If ALOMAR'TECI1 CENTRE PARTNERSHIPRINGER ELECTRIC 453-6566 OWNER'S MAILING ADDRESS . RACTOR'S ADDRESS 92038 \ LICENSE NO, PLAN I.D. # BLDG USE CODE OWNER'S NAME -- -' -' . OWNER 4 NER 3151 Airway Ave. Bldg. G-3 Costa Mesa, CA 9 O. BOX 2156 LA JOLLA CA 231671 LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO. LICENSE E STANDARD PLAN # BUILDING SQ. FOOTAGE J 11573 DESCRIPTION OF WORK ELECTRICAL DESIGNER'S PHONE - .,,-...'..-.'- F/P FLRELEV, NO STORIES OCCGP EDU v,DND' - CENSUS TRACT OP LAND USE PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT 'TYPE '0CC LOAD FIRE SPA AREA- ' ' CONST Y 0 N 0 NO NO vO ND Not Valid Unless Machine Certified - QTY PLUMBING PERMIT ISSUE CITY. MECHANICAL PERMIT ISSUE SUMMARY/ACCOUNT NUMBER -, EACH FIXTURE TRAP - INSTALL FURN. DUCTS UP T0100,00,BTU "'" BUILDING PERMIT , 01-00-00-8220 - EACH BUILDING SEWER - - , . . '- .---•-- OVER 100,000 BTU - . - . .-. SIGN:PERMIT - , - -- 01-00-00-8221 - .0 EACH WATER, HEATER AND/OR VENT -- , , , BOILER/COMPRESSOR 'UP TO 3 HP - - PLAN CHECK 01-00-00-8806 - EACH GAS Sc'STEM 1 TO '4 OUT-LETS ,- , BOILER/COMPRESSOR 3-15 HP - - -. - , .- - • TOTAL PLUMBING - ' 01-00-00-8222 - EACH GAS SYSTEM 5 OR MORE -. -- ' -- -'- METAL FIREPLACE ' . . - - - - - ' , -- ELECTRICAL. . 01-00-00-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE . -. , VENT FAN SINGLE DUCT ' - '. MECHANICAL 01-00-00-8224 EACH VACUUM BREAKER' • - - MECH EXHAUST - HOOD/DUCTS - - MOBILEHOME - -. 01'0000-8225 WATER SOFI'NER' ' ' - -' ,.,, - - '. - , - , - RELOCATION OF EAFURNACE/HEATER. ... - '-..... MOBILEHOME PARK INSP - - - -• - - EACH ROOF DRAIN (INSIDE) ' , - - , - ' SOLAR 01-00-00-8226 - TOTAL MECHANICAL . ---" 'STRONG MOTION ' " 80-9233-0519 TOTAL PLUMBING - FIRE SPRINKLERS 01-00- 00-8227 QTY ELECTRICAL PERMIT --ISSUE. - ' . - 5 - 00 ,0T'. - - , SQLA ' '' ,. " - - . - ' PUBLIC FACILITIES FEE 32-00-00-8923 - ' 'BRIDGE FEE NEW CONST EA AMP/SWT/BKR COLLECTORS - SCHOOL FEE DISTRICT ''1 PH ' ' ' 3 PH, 6Ohi'k" no .001 STORAGE TANKS Carlsbad 80-92-21-0519 EXIST BLDG EA-AMP/SWT/BKR ' - . . ' '" - - ' AOIK STORAGE ,'' - - ' - - ' 'Encinitas ' . - '80-92-22-0519 -- -' 1PH , "1 ,3 PH.',' :;- , . PUMP , . ' - San Dieguito 80-92-23-0519 ' REMODEL/ALTER PER CfRCUIT. : ',,'''."' - PLAN CHECK-FEE . , • San Marcos - ' - 80-92-24-0519 - TEMP POLE 00 AMPS - OVER200'AMPS '' - . .- -, ' , ' •- ' - . - - . - - - - TEMP-OCCUPANCY (30 DAYS)- TOTAL ELECTRICAL 305 00 - TOTAL SOLAR'TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY - Expiration. Every permit issued by the Building Official under the provisionsO?ihis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitalion and become null and void.If the building or work authorized by such permit is not commenced within 180 days from the date of such 50" DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or lithe building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT GOVERNING BUILDING CON- ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS abandoned at any time af)er'the work is commenced for a period of 180 days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APPLIr'(kt4'S SIGNAT RE - 0 APPROVED BY DATE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND - U OWNER CONTRACTOR EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE 0 714Jd /A1or QBHONE GRANTING OF THIS PERMIT . - • -...-.., . . . - . . - .. ,' t -. -. - - -. - - INSPECTION TYPE DATE INSPECTOR - -'- - .. -•'•• .. ;.j . BUILDING FOUNDATION REINFORCED STEEL - MASONRY !-. . GUNITE OR GROUT FLOOR& CEILING SUB FRAME - SHEATHING-.- FERAME . EXTERIOR LATH INSULATION I IriTE9IORLATH&DRYWALL PLUMBING . .4 . - - SEWER AND BL/CO -- PLUMBING UNDERGROUND PLUMBING.TOPOUT TUB AND SHOWER PAN GAS TEST ELECTRICAL -- TEMPORARY POWER ELECTRIC UNDERGROUND. . ,. . ROUGH ELECTRIC -. '.• --T: . . ...- ELECTRIC SERVICE- BONDING G. F. I. SMOKE- DETECTOR 'MECHANICAL .• . _____. DUCT &PLEM., RE.F. PIPING -. # HEAT = AIR CON D.-SOLAR SYSTEMS. VENTIL4ATING SYSTEMS. .. FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS ' INSPECTOR'S NOTES INSPECTION REQ. IF INSPECTOR'S DATE. Ti -a... - CHECKED . . SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURALCONCRETE. -. •. .-.- '. . .• ... - OVER 2000 PSI - . - . - •' -: - - . - ' i.4 . PRESTRESSED CONCRETE - JPOST TENSIONED - CONCRETE,. FIELD WELDING .-- -HIGHSTRENGTH '44 - - - - -- .- BOLTS 1 - SPECIAL MASONRY I . - . .- - • PILES'CAISSONS . - - 4 4 . - - * - . - -. .--a.• . . ..-. . - - ,• . . .- . - - -. -- - - * -.- - -. - * .....- - -4.-. . . . . I 4 F CALL FOR FINAL INSPECT/ON WHEN i ALL '-APPROPRIA TE - - - • -- .• - ITEMS ABOVE-HA VE BEEN -APPROVED.7 — - ________________________________________________ __________ _______________ t . -------.- . - -- .ç4#• r- • - - JOBSITEFINAL PLUMBING - - ELECTRICAL MECHANICAL GAS -- . . -': -- •:-;'-----. 4. - : BUILDING SPECIAL CONDITIONS. .-. .- _______ . - -. - .• - - ; - . . . - CERTOF OCCUPANCY ISSUED-- . .- 7.' - ;'- t- - . - _____ - ____________ _•, . . - r_- •... - -- b:-.-'. .., -. - - - i •4.. _-• •. , - -. : ' '' "''. • ' .• . .. -, ' . USE BALL POINT PEN ONLY & PRESS HARD ,; .. .: . '.. hereby afllrm that 1dm licensed under - o ' provisions of Chapter9(àomThencing with '-Section :7000) of Division'-3 ofthe, Business and, Professions Code, and my license is In- L full force and effect.__Z7 - Class D, , ( - . I hereby affirm that .1 am exempt from .fhe . Contrac- - ' for's License't,aw for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county .which re-. 'qulreu a permit to construct, alter, improve,. dem011sh,lor.. - -repair any structure, prior tolls issuance also requires the ap-, - plicant for such permit tefile a signed statement that he Is . licensed pursuant .10 the I provisions of the! Contractor 's -. License law (Chapter 9 commencing with Section 7000 of ' - Division 301 the Business and Professions Code) or that Is ex. empt therefrom and the basis for the alleged exemption. Any 45 violation of Section 7031.5 by an applicant for a permit sub- jects the uapcant to a civil penalty Of nsf more than five has- dred dotlj A 0 f. as owner of the property, or my employees with wages as their sole compensation,' will do the work, and the stroc- - • - a - ture Is out intended or offered for sale (Sec. 7044, Business urd Priussions Code:' The Contractor's License Lawdoos - ' 5 - not apply to an owner of property who builds or Improves - • 'e thereon and who dous such work himself or through his own empioyeoo: provided that such Improvements are not intend- i - let - ad or offered for sale.-If, however, the building or improve- -- - - Z ' -mont is sold within one year of completion, the owner-builder - - will have the burden of proving that he did not build or im- . 0 '°'prove for the purpose of-sale). - - - - .:l - - - 0 I, us owner of the property, am exclusively' contracting, - with licensed contractors to construct the project (Sec. 7044, ,Business and Professions Code: The Contractor's License I Law does not appty.to an owner of property who builds or Im- - - - , • proves thereon, and who contracts for each projects with a Z \ - Law). ,50, - ... , a- 0. As a homeowner, tram Improving my home, and the foitow- , a-1ng conditions exist:. -.-- - .-. .. . - '. # -ç .1. The work is being performed prior to sale. - - -'-i - 2 I have lived in 'my - home for twelve months prior to-completion of this work. - : t set tf'3. -') have ext clalmed -this exemption - during the 0. last three years. '' , for this reason 10 ly - v L . ,:----- 'I hereby affirm that I have a c#ot fluent -----. - - - ito' self-insure, or a'cerfifi rkers' Compensation Insurance, or a c (Sec.- 3800,'Labor Code) POLICY NO. -'COMPANY QCpy is filed with the cdy.x- a .. Unified cpy hereby 1urnhed - "- - 0 CERTIFICATEOF,EXEMPTION FROM - • ° ..CL- WORKERS'COMPENSATION.INSU9ANCE is for one hundrUA ed dollars 191001 or less) - ' - - 0 I certify that in the performance of the work for. - 0 a.-.'wh,ch thih permit is issued. I shall not employ any , person in any manner so as to become subject to ' -.,the Workers'. Compensation Laws-of California '7 - - ',4' I,fj 4 1 if,- .SJ v 1i A fi . -NOTICE TO APPLICANT: if, after making this Cerli-_ '- ficafe of Exemption, you should become subject to - a' the Workers' Compensation provisions of the Labor -- - Code. -you- must forthwith- Comply with such -i pro'uisions or this permit shall be deemed revoked, ---,'-- '--' ', r •' 'i" I - I .01 hereby'atfirm that •there is a construction Iw,_lending agency for the performance of the work br which this permit is issued,(Sec 3097, Civil Code) -, zi .wl*".Lender'sName -_-_ -a - • i' -'-. ': 't: • - - L - Lender's Address' : "CARLSBAD BUILDING—DEPARTMENT j• " Th- APPLICATION, &PERMIT - 1200 Elm Carlsbad California,92008-1989 (619) 438-M25 JOB ADDRESS - AV. ST. DATE OF APPLICATIONJ Bust ES LICENSE It VALUATION - PERMIT ,'IuMeER 144)' R°' 13/ ZONE - . •' -C' ' - ER'S NAME 'r.. WER'S PHONE CONTRACTOR CONTRACTORS PHONE N f - - ,t-. f P'F r -. 0 ThL1i141A1& N -7ei, -L2 £Q (1/iO Ü2e ____ 21 _ -' - OWNER'S MAILING ADDRESS '. 'b 2i 7e- w Agee CONTRACTOR'S ADDRESS LICENSE NO. PLAN I.D. It '. -. - BLDG USE CODE -' * .. •. LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO. DESIGNER tL' . LICENSE It STANDARD PLAN # - -• - BUILDING SQ. FOOTAGE ' • . DESCRIPTION OF WORK , DESIGNER'S 6)RESS DESIGNER'S PHONE - -.,.- -:- • - - - u73c4,4 F/P 'o• I'I.EDU ' , 7 1a6 /699s " 4CENSUSTRACT . vD NO STORIES '• 'GP LAND USE PARKING SPACE RES UNITS : 'GRADING PERMIT ISSUED REDEVELOPMENT - TYPE 0CC LOAD FIRE SPR - - f - " ' -- N' - '- .' - , '' AREA - CONST ' • "5- - .' -r-' - - .. - sO ND - ' - vO ND - - • - '. vO ND . - Not Valid Unless Machine Certified - * - PLUMBING PERMIT ISSUE QTY MECHANICAL PERMIT ISSUE SUMMARY/ACCOUNT NUMBER S - - contráctur(o) license pursuant to the Contractor's License - EACH FIXTURE TRAP - -. - •, - INSTALL FURN. DUCTS UP TO 100,000'81TU - S - , - BUILDING PERMIT ' - - 01-00-00-8220 - -, - -• EACH BUILDING SEWER --'-------- - r -- '- - -' - ---. - - -- •- 0VER 100,000 BTU - .- - ---.- -- - -SIGN PERMIT -• - - -' . 01-00-00-8221 - .-..! .EACH WATEA.HEATER AND./OR VENT - - ' - BOILER/COMPRESSOR UP TO 3 HP / - - - - ' - PLAN CHECK - - 01-00-00-8806 EACH GAS SYSTEM 1 TO 4OUTLETS - ' . - ..'.' BOILER/COMPRESSOR 3-15 HP - - - * - - - TOTAL PLUMBING - 01-00-00-8222 • EACH GAS SYSTEMS OR MORE -. -- - -- - -• -,'-- -'- METAL, FIREPLACE - - -- -- ELECTRICAL -- . - 01-00-00-8223 - - o Iamexempfunde'rSe& "• EACH INSTAI7ALTER, REPAIR WATER PIPE . ' -n , VENT FAN SINGLE DUCT - MECHANICAL . 01-00-00-8224 EACHVACUUM BREAKE ;. ' , MECH EXHAUST - HOOD/DUCTS , - ' --- - - MOBILEHOME - 0100-00-8225 I WATER SOFTNER • .. ._, / RELOCATION OF EA FURNACE/HEATER - - MOBILEHOME PARK INSP. EACH ROOF DRAIN (INSIDE) - :. - - - - • SOLAR - - - 01-00-00-8226 - '- -: -- - ---.TOTAL MECHANICAL - I't" ' - ' 'STRONG MOTION ' - 80-92-33-0519 - -- - - TOTAL PLUMBING-. ,u'- - - FIRE SPRINKLERS -' 01 00008227 , 0Th"1 ELECTRICL PEAMIT IssUE1iL5._. CITY. SOLAR ISSUE PIJBLICFACILITIESFEE 3200008923 J. BRIDGE FEE NEW CONST1EA AMP/SWTIBKR . 4 COLLECTORS - SCHOOL FEE DISTRICT - '" i PW' "i "' 3 PH -'° 140 • • STORAGE TANKS Carlsbad " 80 9221'0519 EXIST BLDG EA AMP/SWTIBKR '' ROCK STORAGE' I "_ * i" Encinitas T ' " 8092 220519 - - - - -.3. (This section need nOt,be Completed it, the- permit, _PH - 3 PH !'f, a PUMP I San otegulto 80-92-23-0519 3 REMODEL/ALTER PER CIRCUIT' ' i PLAN CHECK rEE - San Marcos 80-92-24-0519 TEMPPOLE 200AMPS - -4 _••••_•.* 1 ..J - - I, _, _._ ... -_ .i__._. . - 4, -OVER 200 AMPS- ''----' ----- •a'1 ' '5S - 4 1 , I-. • , - - • - - - , - -- • - tL TEMP OCCUPANCY (30 DAYS),. - -TOTAL ELECTRICAL - - r : " TOSOLA"L -- ,'*Jr TA1- -* a' TOTAL FEES PAYABLE -'*' - r'' - - * - - --i- *_.10 , - - - - - - - '-4'- C - --_**- - - I HAVE CARFULLY EXAMINED THE COMPLETED "APPLICATIONAND PERMIT" AND DO HEREBY d Expiration. Every permit issued bytheBuilding Official Lindertfle provisions othis * AN HA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDINI THE ode she" Code shall 5 authorized by he If the budding or work -50" DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if the building or work authorized by such permit is GOVERNING BUILDING CON- the date of ° suspendedm r STRUC'WRES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS Vabandoned at any time after the work is commenced for a period STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND SIa4dT RE * 0 HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND 7 JF OWNER APPROVED BY . -DATEKEEP 'day. of 180 CONTRACTOR - - , . jl - - • EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE 'OF - - BY 0 -• - - kIAII 'iGRANTING OF THtS PERMIT.Pt-ION ---- ,i 2-3 - T7 - - . - - I . ,, , .." ,.,- . - •', * APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - In (I) U) 0 0 - a. CO Co 0 U), -O C .60 C ••- - -•-•• -, - .....• - - . •-:.. .. INSPECTION TYPE DATE INSPECTOR BUILDING FIELD INSPECTION RECORD - - -7 FOUNDATION REINFORCED STEEL - - REQUIREDSPECIAL INSPECTIONS .. - ' .i... . INSPECTOR'S NOTES MASONRY - 7 INSPECTION CHECKED INSPECTOR S DATE - - GUNITE OR-GROUT -- SOILS COMPLIANCE PRIOR TO - FOUNDATION INSP - FLOOR & CEILING SUB FRAME - - - - - '• SHEATHING .' 1 - - ,.,- - -• ______________ - --• - - - - - STRUCTURAL CONCRETE. - FRAME . - OVER 2000 PSI EXTERIOR LATH iNSULATION - PRESTRESSEO CONCRETE - INTERIOR LATH DRYWALL .& - POST TENSIONED — - - CONCRETE PLUMBING FIELD WELDING - - - - - SEWER AND AND BL/CO - - - -S • HIGH STRENGTH BOLTS * - _________ _____ - - - .- • - - • PLUMBING UNDERGROUND PLUMBINGTOPOUT SPECIAL MASONRY. -.. -•" .- - --- TUB AND SHOWER PAN * r - - GAS TEST I . PILES CAISSON -. - - - l TD t'AI- - - t' - -. - - -- — - - I .. '.. • • TEMPORARY POWER - ______ _________ ELECTRIC UNDERGROUND ______ _____________________________________________________- / ROUGH ELECTRIC4 I -' ELECTRIC SERVICE BONDING . t G F I - SMOKE DETECTOR t - , •_• _ - _____________ - -S. - P * .MECHANICAL - i-.-- - - _** S4r - DUCT & PLEM REF PIPING -. . •. ---------______ . - -'r - -• - -. - *_ .t I • -. H EAT COND - SOLAR SYSTEMS,,,- —'AIR -- - - .- - - i ;--- VENTILATING SYSTEMS I .' \-' \ \"\ \c -\ - - - -_____ - CALL Pt)R FINAL INSPECTION WHEN,, ALL APPROPRIATE, - ITEMS.ABOVE HAVE BEEN APPROVED JOB SITE FINAL ! f4_ - - PLUMBING - 4*.5 ELECTRICAL . ... 11r\ p,.. -- .I •-:-.; S - -.---" -' - -:. -,'--- MECHANICAL 'At - - - _____________ ______ - - _________ . - - _____ - -- - 41_- \••' - GAS ',.- - ,---. BUILDING - _ I 4 -' - .- '.* S__. j . - 4.- ,. •? .r- .. -p SPECIAL CONDITIONS,. p CERT OF OCCUPANCY ISSUED - I - . . -.. - -. .. - - -. - -- -. . - - - •j_... - - - -- - - . -- - - - .5 - -- .- - - - - ---. -. - - - — -. - - .— - - In -j I - Wyman . • Testing •'•• Laboratories :20165 QUESTHAVEN ROAD ESCONDDO, CALIF. 92025 (714) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEM8LV WHICH REQUIRED APPROVAL BY DPRE.STR,ESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION' THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING OTHE,R Field Welding .308 ADDRESS Addressés Listed Below 'OR WEEK NO. ' IENDING --ri~77 OWNER OR PROJECT NAME Interarner Dey BLDG. PERMIT NO. 82-I28 LE NO. CONSTR. MATL (TYPE.GRADE.CTC.) ARCHITECT Brown_Leàry DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Helix DESCRIBE MAT'L. IMIX DESIGN. RE-BAR GRADE & MFR.) Mat'l ASTM-A36 GENERAL CONTRACTOR Hannan GillarcL Electrode E-9018 B2 CONTR. DOING REPORTED WORK M.Q'. (welding by Hawkinq' Reinforcing steel ASTM A61 LAB RECEIVING & TESTING CONSTR. MATL SAMPLES I INSP N. DA TI (fentIty LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS. ETC.. Includes information about amounts of material placed or wbrk performed; number, type, and numbers of test samples taken; structural connections (welds made, h.t. bolts to.rqued) checked; etc. 5/6/83 Inspected joint preperation% fit-up and welding of fillet welded, chord and pannel tie, connections. S Certified welder was observed for proper welding proce- ______ edures and techniques. Completed were inspected for size 1ength, loction _welds and gua.lity and were found to be in accordance with applicable details, sections and Project Specifications. Inspection of these buildings will consist of: 'Insection of welding of tilt-up panels this will commence on 5/9. Bldg.1: Palomar Tech Center BIdg.# Interamer Day: 2431-33 Golden Bear P1, 2h 53-55 Golden Bear, Bldg.#2; International Dey Bldg.#6; Interamer Dey 2441 Golden Bear ' ' 2461 Golden Bear Bldg.#3: Interamer Dey ' ' Bldg,.#7: Interarner Dey -- 2443-45 Golden Bear ' ' " 2463-65 Golden 'Bear BldgflL; Interamer' Dey 21 Golden Bear ' ' CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPEC.!FtCATiUNS& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. .-- -'---K • SIGN(TURE REGISTEREO INSPECTOR ______________ CMW_123 óAtE 6F REPORT REGISTER NUMBER Wyman Testing Laboratories 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (619) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF El REINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 24"31 -2L1.65 Golden Bear Place NO. 1. of 1 7 FOR WEEK ENDING 19 83 OWNER OR PROJECT NAME InterAmerican Development BLDG. PERMIT NO. 82 -428 PLAN FILE NO. CONSTR. MAT'L (TYPE.GRADE.ETC.) ARCHITECT Brown Leary DESIGN STRENGTH SOURCE OR MFGR. ENGINEER - Heli?( DESCRIBE MATL. (MIX DESIGN. RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR CONTR. DOING REPORTED WORK MO LAB RECEIVING 8, TESTING CONSTR. MATL SAMPLES DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC., Includes information about amounts of material placed or work performed; number, type, and identity numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. - Concrete. Inspection Inspected the footings for missing tie down bars per th instruction of the engineer. 5-10 Inspected footings for missing tie-down bars and found several area where they were left out of the footing. Engineer advised that holes being drilled for the missing tie-downs shall be a mm. of 15Y'. Inspected bldg. # 1 & 2 and found them to be drilled to the correct depth. Observed the placement of # 5 rebar in the eXisting holes. . . . 1-11 Today the engineer advised that the holes for the new tie- _____ down bars could be a mm. of 9". All bars having a lap of less than 18". would have to be welded 2" on both sides, Inspected bldg. # 1-3. 5-12 Continued inspection of the drilling of the tie-down holes bldg. # 2-4. I ,.. CERTIFICATION OF COMPLIANCE HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS . IGNATURE OF EGISTERED INSPECTOR - WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& 5 — C6i t.J ( APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. DATE O REPORT - REGISTER NUMBER - flu. ... I..U.. U..... Wyman •l.u.. ..... - • Laboratoriel 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (619) 744-0.146 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE El REINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 21+31_2L,6 Golden Bear Place NO. 1 of 1 FOR WEEK ENDING 5-20 • 1983 OWNER OR PROJECT NAME InterAmerican Development BLDG. PERMIT NO. 82-428 PLAN FILE NO. CONSTR. MAT'L (TVPE,GRADE.ETC.) ARCHITECT Brown Leary DESIGN STRENGTH . SOURCE OR MFGR. ENGINEER He1i DESCRIBE MAT'L. (MIX DESIGN. RE-BAR GRADE & MFGR.) Groutt Anker-Tite GENERAL CONTRACTOR Hannah-r,illrd CONTR. DOING REPORTED WORK TQ LAP RECEIVING & TESTING CONSTR. MAT'L SAMPLES IN DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS,.. REMARKS, ETC., Includes information about amounts of material placed or work 'performed; number, type, and identity numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc.. Concrete Inspection Inspected the drilling of the holes for the missing tie-down in the footing of bldgs. # 1-7. Continued the inspection of the drilling of the holes and the plaeement of the #5 rebar to the depth of 9". Inspected bldg. # 4. ____ Continued the inspection of the drilling of the holes of the missing tie-downs . Inspceted bldgs. 1/ 3-6. , 5-20 Continued the inspection of the above problem... . Today I inspected bldgs. #3-6 . CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO.COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& A PPLICABLESECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. SIGNAtURE OFtGISTEREO INSPECTOR 20 My flATE OF REPORT REGISTER NUMBER U.. U.' U.. ...fl Wyman Testing aSia 0 rie- 20165QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (619) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE [1 REINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS - . 2431-246 olden Bear Place NO. FOR WEEK ENDING 5-27 1981 OWNER OR PROJECT NAME InterAmerican Development BLDG. PERMIT NO. 82-428 PLAN FILE NO. CONSTR. MAT'L (TVPE.GRADE.ETC.) ARCHITECT Brown Leary DESIGN STRENGTH SOURCE OR MFGR. ENGINEER HeliX DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR Hannah -G illard CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC., Includes information about amounts of material placed or work performed; number, type, and identity numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc..... Concrete Inspection Inspected the footings for missing tie-down bars, per the instruction of the engineer. Unless noted all holes for the tie-down bars met with the instructions of the-engineer. 5-23 Continued the inspeetion of the footings for missing tie-down bars. ______ . Today I inspected bldg. # 3-6. 3-24 Continued the inspection for missing tie-down bars and. the,... correction to the problem areas, Inspected bldg. '# Grout being used Anker-Tite. ..41, Depth of all-holes for tie-downs is 9'•'. Phis report concludes the inspection requested b .the engineer. All problem areas have been corrected and now meet the specifications set forth by the engineer.. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. I - - SINATUR'OF REGISTERED INSPECTOR 5'2<83 • ' 1-i- Y 2J1 DATE OF REPORT REGISTER NUMBER ÔBROMAY LEW. ARGH1UEC11JJE AND PLANNING - ApHl 25 9 1983 Mr.. Mer Camero City of Carlsbad Building &..Safety Department 1200 Elm Avenue. Carlsbad,California 92008: . . Re: Palomar Tech. Centre Carlsbad, California Project No. 8064.20 Dear Mer:. . . Attached is a copy of a letter. our office received from our structural engineer regarding.wood ledgers. During a conver- sation, Mr.. Brad Lowe was asked if the #1Douglas Fir ledgers could be changed to #2 Douglas Fir ledger. A structural analysis was conducted and.the substitution was. approved April 11, 1983. If you have any. questions or require further information please call. Sincerely, . 0 Robert * E. Fink REF/sm . . cc: Jeff Welch/Hannah Gi.11ard Co. . Steve Brown/Brown. Leary • Attachment . . • C E V E D. . • ..• S • . . . . . . •• irt 2 1983 - •. ....- CITY OF CARLSBAD - . . . . 0 • Building Department 11545 SORRENTO VALLEY ROAD SUITE 314 SAN DIEGO CALIFORNIA 92121 (714) 452-8544 755-8088 MEMBERS AlA .1 A nitowri LE,IW If4k *IL, • bpr ARCHITECTURE AND PLANNING -. May 4, 1983 'Esgil Corporation - •' 9320 Chesapeake Suite 122 San Diego, CA 92123 Attn: Mr. Chuck Men'dehhall Re: -Palomar Tech Centre . Carlsbad,, California Project No. 8064.20 . Plan Check No. 827428 Dear:Chuck: . . During a site visitation,. Mr. 'Brad Lowe of Nowak Meu'lniester & Associates :was made aware of the hold down dowels, being 'misplaced at thx.tërior walls. He has also provided an alternate connection 7 6777TE—wing wall assembly at the ' front and side walls'o'f'the building (architectural appendage) see detail 10/k-14. ., Eiclosedftnd a copy of calculations, notes and section details for your use. • ' If you':'have any questions please call'. S • • Sinc ely, : • • . •. . Robert E. Fink • • REF/sm • • • . • . cc: Paul--.Joseph/Hannah Gillard : • S City of Carlsbad Building Department S Steve Brown/Brown Leary • • 11545 SORRENTO VALLEY ROAD SUITE 314 SAN DIEGO CALIFORNIA 92121 (714) 452-8544 755-8088 MEMBERS AlA -d -. i\• t •r NOWAKMEULMESTER & ASSOCIATES CONSUL ING SiRU(',TuRAL ENGNERS j .f(i .ATE P jEC1 PAL t- T,C 14- -? LL PA N4 F- 56 / o(T PLATE 1 " • • ¶ • 2-) : J •j (4>" £1bt \J.j '/A L L) .• • 1< NIJ .1 i • L L - - • NL Ioe t-4/L-'- -Br ' L.LN,14 E-NO OLEi -i-o Ccp-- cjc• • •. 0 tVji -4tL( 1yT ; IN' \-/T • • 0 IL1T • •. • • 0 • )/Sr-L TOO Ilk (f-itt') • THE FOLLOWING WAS NOTED: lATE Joe NO. -7/f C' PR 5cr. c? 1 7c /-. 0 i- - LOCATION Q5r kbc'ci CONTRACTOR OWNER WEATHER TEMP. 0 a AM °at PM -- PRESENT AT SITE Consulting Soil, Foundation & Geological Engineers 10505 Roselle Street SAN DIEGO, CALIFORNIA 92121 (714) 453-5605 TO Vil 11 el Ci 11 e, -1--- 6Iir I have inspected the materials exposed in the footing excavations for the ..4 subject building(s). The materials consist essentially of ic141t as anticipated in -etri investigation report. Accordingly, it is our opinion that the materials exposed are suitable for the support of - footings designed in accordance with the recommendations presented in the investigation report for the project dated V / 7, /q7,ç - Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and Dractices. This warranty is in lieu of all,'other., warranties either express or implied. * M\I1 ,'rvic ri'pj-± ltf'r4 i9'eI, h^ ii iv', 1'7 /4c l1OTh.-.- Cj2C)5cHC -triI /p /ciw AT /oacI -Or//zc7d. - /oy i7 1.1 76 1, 4 iT?r,or j7 ,e( (J -i COPIES TO SIGNED iIlr.v 2C ' Available reel < ic (>olc,i). Mr 01150 ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers - .. 10505 Roselle Street SAN DIEGO, CALIFORNIA 92121 (714) 453-5605 TO THE FOLLOWING WAS NOTED: DATE JOB NO. /-c7 /c d r 1T'c /i D' LOCATION CONTRACTOR OWNER WEATNER TEMP. at AM 00t PM PRESENT AT SITE .1 have inspected the materials exposed in the footing excavations for the (Th subject building(s). The materials consist essentially of Sd as anticipated in emw investigation report. Accordingly. . it is our opinion that the materials exposed are: suitable for the support of footings designed in accordance with the recommendations presented in the investigation report for the project dated Our services consist of professional- opinions and recommendations made in - accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. . • • ill ieervc - SO( (-i -1 - Pr/h5ed 5r Co-/c•- f(q td'e/ Pei /opr /ttocJ- dI5hd dd Voy /7I8. >fr .5 /c/e COPIES TO TO ___________________ SIGNED FORM 241-2 Av5I3bIe SOs, ;','Inc.. Groton— mass. 01450 ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers - 10505 Roselle Street SAN DIEGO, CALIFORNIA 92121 (714) 453-5605 TO ei \1 he(Iie Hth-6i/Idrd THE FOLLOWING WAS NOTED: DATE JOB NO. PROJECT Pa/c1- 7'c 0i1r LOCATION CONTRACTOR ' /c7,- OWNER WEATHER TEMP. 0 a AM °at PM PRESENT AT SITE I have ins - the materials exposed in the footing excavations for the subject building(sche materials consist essentlaHyof 7- i/1- (ç;\ I . .. . as anticipated in . investigation report. Accordingly, it is our opinion that the materials exposed are suitable for the support of footings designed in accordance with the recommendations presented in the - investigation report for the project dated MY 17 , Our services consist of professional opinions, and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. reforltit) 'P'IIir1 — 1210pc3eSkidvsTriI C1fe- AIrofRod-CyJbdd btd A)ovll J78. . i ,. t s_I 'C& 5 So 0 -r ~i ; fd7Iv1 O t e r. k7 e ler 1-i vie7e-/d eoe,pt V% 'F5 COPIES TO FORM 241-2 Available frogs Groton. Mass, 01450 r0 %jtIr • r ra I C.I t- I L) Consulting Soil, Foundation & Geological Engineers 10505 Rosette Street SAN DIEGO, CALIFORNIA 92121 (714) 453-5605 -- - &L3S I -Jc± LOCATION ONrPACTOR OWNER my TEMP. o at 0 at PR! Er!! AT SITE AM PM THE FOLLOWING WAS NOTED: I have inspected the materials exposed in the footing excavations for the -f d./7. -subject building(s). The materials consist essentially of I'' f C( as anticipated inve...g Accordingly,_____. it is our opinion that the materials exposed are suitable for the support of footings designed _in accordance with the recommendationspresented in the investigation report for the project dated )'Jc'Y 0 /97 Our services consist of professional opinions and recommendations made in accordance with generaUy_accepted geotechnical engineering principles and ractices. This warrantyJs in lieu of all other warranties either express or implied.----.--.--.-------.--.---.----------.--.-...-. _____ _____________ > fl,\J Jvihe'r )K ?r (15 1 v c-i (d .!ki±7''riT .1Vck_ccir Ihgd AL IBLdJ (C-1, -.- .... 4acfe. 'IL C4 ........................... i0LtLj.5 . ......... Ak,Tcc \JdTe t t I / &cit'd C h ,- /' r Consulting Soil, Foundation ' & Geological Engineers 10505 Roselle Street SAN DIEGO CALIFORNIA 92121 (714) 453-5605 .' To 1/1 c-7 fcI THE FOLLOWING 'WAS NOTED: JAIl. - .OI1 NO. ? PR ECT • 0 LOCATION Ct!bcicl CONTRACTOR .1/api14 14:-6i fJ,ci OWNER -- WEATHER , (b (ce. d ¼, TEMP. 0 a AM 0 a PM PRESENT AT SITE 'I _have _inspectedthe materials exposed in, the footing excavations fo subject buildi,(. The materials consist essentially, asanticipated _in investigation reort_Acc.ordingLy, .it _is -our opinion that the materials _exposed are suitable _for the sjipp_ort oL_ - footings designed in accordance with the recommendations presenrtted_iriAb_e__ investigation report for.the project 'dated _7& 'Our services consi ional minions accordancewithgenerall eotechnical e practices. This warranty is in lieu of all other warranties either express or imolied. cr1 Scf e e /J/-vtyy /ç J(1 L cf _ 'I ____ALi1,J7? Jkp'ri'c'Ter c ___•,__ __- 1 r1cf o -77or TL- B fc 7 N0 .h 37 TO___ P9 MI. KIAUI~ ____- _- - ----- - - - SIC NI - -- ROBERT PKAl tK A, Consulting Soil, Foundation & Geological Engineers ' 10505 Roselle Street SAN DIEGO, CALIFORNIA 92121 '(714)'453-5605 O - - a_:61li r - - HE FOLLOWING WAS NOTED':. •: _'I _____ PR CT ___ —• ___ LOCATION ,, S CONTRACTOR I 61 fdi±_i1_ WEATHER - 'EMPrEMP °at • - AM 1 ' °at I 'PM PRESENT AT SITE I have inspected the materials exposed in the footing excavations for th e subject buiIdir). The materials consist essentially of •t:oi — as _anticipated investigationreport_Accordingly, it is our opinion that the materials exposed are suitable for. the support of ' footings desgri in' accordance with the recommendations presented Jp the ' S vestjgation rejiort for the project _'dated '__S accardance-with oeumer-aBy acreptedgotechnical enjneerhgprincples a n d practices- _•' p ractkes. 11hiarianty_is _in_I ieuoLa1LQthrarra,at[esei1herexprss_or_'.• implid _•'_"_' _:_• _'''"____'''5 r e120 r t j ,- S_'r — /rpc -S c( _- 1ic (rj2c __-E7 ct (2 Lxa cz1c± BIc]cj Ji-___'•_.•_____'• ri - - - I N F ) LJu_• U • U U IU fls1ItS U P Consulting Soil, Foundation & Geological Engineers 10505 Roselle Street : SAN DIEGO, CALIFORNIA 92121 (714) 453-5605 TO ti d- THE FOLLOWING WAS NOTED I)AI€ - JOIJ PROJECT -. /'d Yc ti-I cV r 'r LOCATION - CONTRACTOR - 6i' /f7r OWNER WEATHER : (I Ic7 r TEMP. °at AM °at PM PRESENT AT SITE I have inspected the materials exposed in the footing excavations for the -.subject building(s). The materials consist essentially, of 71chi /3rcr JS cL"4 ra 43 -,oIF If I - -. -- -- - as anticipated in :w investigation report. Accordingly, it is our opinion that the materials exposed are suitable for the support of - - footings designed in accordance with the recommendations presented in the - - investigation report for the project dated A1vj71 !.\.. Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and • - - practices. This warranty is in lieu of all other warranties either express or - implied. ••• - . - - - - .• •• -- Y1 (ej)c)rt Iled cL / 'v1.1i f'o& d1i/. cjfy f! - C 1 /7 -- - 1$ 7 (i L B(r4Cj f JLJO I ( :CIP1 ES - - - Consulting Soil, Foundation & Geological Engineers 10505 Roselle Street SAN DIEGO, CALIFORNIA 92121 (714) 453-5605 TO e U '\J ( h ! — ii C7 6iLLL' 'ci THE FOLLOWING WAS NOTED: .. .. I .L)II 'S - , I •-#- - - I.00ATIC)t'I 7((5h7C 6i //c7 ç WI!AIIER TAMP. t.. AM c at PM PRESENT Al SIIA I have inspected the materials exposed-in the footing excavationsforthe subjectbuilding(s).Thematerialsconsistessentially of as anticipated inLr investigation_ report.Accordigy, it is our opinion that the materials exposed are suitable for the support of footingsdesignedin _accordance with the recommendations presented in the investigation report for the project dated t\ic)v /7, /77E Our services àonsist of professional opinions and recommendations made in accordancewithgenerallyacceptedgeotechnicalengineeringprinciplesand practices. This warranty is in lieu of all other warranties either express. or implied. X V1 . yej)rt 1i't(e ''/yefs '.i o r -- / V 5_11 3_O _C4 J 1-5 1 Yi c I_____ _)/. -el er/4-1r1'cirt (21 I,_ (Cl rk1i !c'Ak v tL _rc7d / ifl 7 iiT5)Uui t:;opIEs TO . -................-.•.. . - --- ----- -- -- — - L.ATE - - JOb r.o. - a-7 r: LOCATION CONTRACTOR . - OWNER WEATHER - TEMP. 0 a AM °at PM PRESENT AT SITE THE. FOLLOWING WAS NOTED I have inspected the materials exposed in the footing excavations for the ;. . St. ..:1:. _.. . ............ subject building(s). The-materials consist essentially. of as anticipated in . '. . investigation report. Accordingly, it is our opinion that the materials- exposed are suitable for the support of :- footings designed in accordance with the recommendations presented in the investigation report for the project dated v 17 I?7-c Our services consist of professional opinions and recommendations made in -_ . .. accordance with generally accepted geotechnical engineering principles and . -practices. This warranty is in lieu- of all other warranties either express or implied. > S.- •5 - . . S . . . - S * MVhav1 rl ri'fc r ± lf7Lfc4 'f'ref,,icir7SLJc e du - Trgpi- I ±•• / ou t)? 5/ p/c Asro+ --S ov i7 f78 iV Te ri (( 1IJtLii1 -, ii I-ri .rsi ft-f I Ifl La - -' -%I II -. I • - - " " - - - Consulting Soil, Foundation & Geological Engineers 10505 Roselle Street SAN DIEGO, CALIFORNIA 92121 (714) 453-5605 TO ft I THE FOLLOWING WAS NOTED: 0A E- ', '- JOU"l.. -: - - PROJECT ,S , PCl/c i4'i -V r 'r 11 fr LOCATION CONTRACTOR HID,'-6'/' OWNER -- WEATHER '' -. C /c- y TEMP .0 at -: - AM °at PM PRESENT •AT SITE - V have inspected the materials exposed in the footing excavations for the subject building(s). The materials consist essentially of C(p- - as anticipated in _- - - investigation report. Accordingly, - .- it is our opinion that the materials exposed are suitable for the support of -. footings designed in accordance with the recommendations presented in the investigation report for the project dated A2v .70 Our services consist of professional opinions and recommendations made in 'accordance-with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of 'all other warranties either express or implied.. I__fE9iIA—.- 0 o-i )-iid3LrtF1f (LL-L-,JIç -1-i ES - TO., -------- - -' - - - - - S 'J MV ENGINEERING, INC. / LU 476,W. Vermont Ave., Suite 102 / Escondido, California 92025 /:714-7431214/727•1818' ':: '•' Job #1307-78 February22, 1983 ' Mr.. Don Hubbard P.O. Box 577 '. Encinitas, CA 92024 FINAL CERTIFICATION FOR CARSLBAD 48 (LOTS ] -'-11) ' This is to inform you that we have, made an inspection of the ' subject' site to evaluate the earthwork that has been done and •' • to.review the, site in general with respect to the recommenda- tions. as pei our soil reports. - " '•• Our final inspection,' conductedon February 22, 1983, indicates' S. that the site is properly prepared and in conformance with all of our recommendations and objectives. S S •• S Our final 'compaction report certifies the quality of the earth- work and the location of our field testing Soil related work .performed after this date is not certified and should be S •• reviewed by a soil's engineer. Thank you for choosing MV Engineering, Inc MV ENGINEERING, INC. S • • Ralph M. Vi.nj'e • /' S • • • •; • , RCE #25115 et S • 11 NORTH COUNTYSLr(VEYING,INC C 476 WVERMO1T AVE SUITE 102 • S . ESCONDIDO, CA 92025 S . PHONES 714/743-1214 727-1818 0 . . S -S ••55 . '.• .• . S . . . .5 . 'S 5: 5•5 S . 0• Job #195-81 S.. . S February 10, 1983 Mr Don Hubbard P0 Box 577 Encinitas, California 92024 PALOMAR TECHNICAL CENTER This is to inform you that we have field checked the "as constructed" pad elevations on Pads 1 through 11 : •• inclusive of subject prOject and found them to be ... • . S within one-tenth of a foot of the elevations shown. on the approved grading plan dated October 12, 1982 S. NORTH COUNTY SURVEYING, INC . S H Bill ,'G. ays LS. #3465 5 . . •. .': . . . .. . . S . • . S... . 5' .. . .. et copy sent to Hannah-Gillard attn Geoffrey Cohen February 15, 1983 '- Pat 3 ft . S .5 :t.•• - S. •"-:- • - - HANNAH GILLARD COMPANY ]1J General Contractors 7656 Formula Place Suite A AN flI fl CM I PNIA 09 1 - DATE - - • JOB NO. 6'6 —/ ATTENTION' •, GENTLEMEN: - •• - WE ARE SENDING YOU 114 Attached 0 Under separate cover via - - the following item: Shop drawings. 0 Prints • 0 Plans 0 Samples C9 Specifications - Copy of letter 0 Change order 0 COPIES DATE -NO. - DESCRIPTION • - 4.7 _____ - J65 - '-. • I- 4 - .•. -. THESE ARE TRANSMITTED as checked below:-.- 0 For approval r 0 Approved as submitted 0 Resubmit-1 copies for approval For your use 0 Approved as noted 0 Submit copies for distribution El As requested 0 Returned for corrections 0 Return corrected prints r For review and comment 0 FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS - '• *_ j * - • -- -.--' -- -.• .-•- -• ,•-r 4 - COPY TO FORM 240-3 Available from Inc., Groton. Mass. 01450 If enclosures are not as noted kindly no us at once. - - -• . w" CALIFORNIA LICENSE 81 180710 * A f Date April 25, 1983 4 Hannah_Gillard 7656 Formula Place San Diego, Calif 92121 subject AITC Certificates of Conformance Glued_Laminated Beams t:f Job Description — plr*mr' Carlsbad CA Gentlemen We, have received many rquests from Contractors for copies 1 of Beam Certificates to expedite roof ipectioflS In effort to help prevent costly delays we are sending an 'the original Beam Certificate to the Contractor The inspectors at various Departments of Building and Safety have received these Certificates in th& past and requests 71 from them will be directed to you DUKE Tfl'IBER CONSTRUCTION Co., INC. jan-LDQ Va1gntfl 1 Enc AITC r Certificates 4 n 1 14 t ,-,.. 4 :3 " "1 Avenue • Tustin California 92680 • (714) 731 6666 2841 Dow CERTI F I C AT E OF CONFORMANCE I/-fE UNDERSI6NEO MA NUFA C TURER HEREB Y CERTIFIES that the products identified below and on attached sheets Nos. are-marked with. the collective mark of the American Institute of Timber Construction (AITC) and are manufactured in accordance with the manufacturing and fabricating provisions of ICBO RESEARCH RFPORT PFC 2966 and that such manufacture has been at our plant in - SPRINGFIELD, OREGON -. , which plant has a quality control system approved by the Inspection Bürèau :of the American Institute of Timber Construction and inspected periodically by such Bureau The-Undersigned manufacturer further certifies that the work has been done in accordance with the applicable'job specifications. JOB NAME: PALOMAR TECH CENTRE (DUKE TIMBER CONST.) JOB LOCATION: UNKNOWN -. -- - CUSTOMER'S ORDER NO. 1392 DATE 3131/GR.s ORDER NO. 5809—C RECEIVED APR 201983 SIGNATURE 14.11. COMPANY TITLE QUAL'ITYCONTROL SO22NDSTREET ___DATE 4/18/83 A/TC /IEf?EBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect, of prodiicts which: comply with applicable provisions of said code and report(s), that the adequacy of the quality control system in effect at said plant is periodically inspected and verified b y the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that , i n the judgment.of the undersigned, said company is capable of complying with applicable manufacturing and testing provisions of said code and report(s) in respect of products manufactured at said plant. Conformance with the said code and report(s) in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's certificate hereunder being that the said company is qualified to produce a product meeting the said code and report(s) and that its plant is periodically. inspected and verified by the AITC Inspection Bureau. . 7~, AITC Certificate No. E. 20016 Signed ft [RICAN INSTITUTE OF TIMBER CONSTRUCTION C7?.Ttc7 Paul R. Beattie Jack Minneci xecutive Vice President * irector. Inspection Bureau © 1980 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM IBCE GLULAM MEMBER SCHL - J ROSBORO LUMBER Co ANY P.O. BOX 20 SPRINGFIELD, OREGON 97477 (503)7461411 WIDTH DEPTH o LU LENGTH TbTAL S.F.PER CAMB( MARK QUAN LENO LAMS LP PER MEMBER RADIU U'1 R.(- AC IN FRAC FEET J FRAC 1/8 28 5 00 5O2' 19 4, 98''0 98 E NbI - - 31 6 r 98 98 ILP .2.8. _____ 5- 19 A.. 1/8 1L8 28 it 5 00 5'b2 19 1 9 98-0 98 98 9R3E . IV .tiLQ1 6 3_ 5 1/8 11 8 28 1.& S On .LQ _____ 5&2, S 19 98-0 98 $3 E N0I - - 6 5 118 28 ___ 5 00 19 I980 98 X3 E NCP - . 7 l H - *_19 98_0_98 — .4. .. . — - - 4 .; - I I I I I I I - - or i CAMBER THIS DOCUMENT SUPPLIES IN ALL INFORMATION REQUIRED INCHES BY, AND IS IN CONFORMANCE TO AITCCERTIFICATE ATTACHMENTS 4(1 & #2 ............ ROSBORO LUMBER COMPANY OF SPRINGFIELD, OREGON IS - AITC QUALIFIED LICENSEE PLANT #157 LUMBER - SPECIES - HEM-FIR KS 34 _-_• _ ii ,• I ____ TOTAL WEIGHT e 0 1 P T.OT.A. MARK NO's INSPECTION DATE _$/29/83 I(RriI _- T I 12 r i I' 1 MOISTURE CONTENT RANGE - VARIATION - ENDJOINT 10-15% 5% FINGER ADHESIVE TYPE - - EXTERIOR CONFORMS TO GLUING - PS 56-73 PRESSURE - 15011 PERIOD - 8 HOURS GLUE SPREAD - 6541 j=B 8 .. SHIP DATE REVISION NO.__________ DATE i(1R ri rprn._.r - 7 TOTAL QUANTITY __SHEET 1 OF 1 BY — Of- II' I I ' fl( A I WIN At '• - - ' : . -- :.- . -. HANNAH GILLARD COMPANY. General Contractors - ,-7656 Formula Plaãe SuiteA :. (iLNILMN: - WE ARE SENDING YOU 19 Attached 0 Under separate cover via the following items 0 Shop drawings 0 Prints 0 Plans - 0 Samples , 09 Specifications - 0- Copy of letter. 0 Change order - 0._- - THESE ARE TRANSMITTED as checked below O 'For approval 0 Approved as 'submitted ,' '0 -Resubmit copies for approval -. - 'Rr For your use - 0 Approved :as noted - DSubmit - copies for'distribution - '- - - 0 As requested • 0 Returned for corrections 0 Return corrected prints For, review and comment 0 FOR BIDS DUE ___________________ 19 0 PRINTS ,RETURNED AFTER TO US SLOAN REMARKS • ' ;' .-.- " - j-,, ,' • ' -' - - - - A - - * .' -- _• ' - - -*-. - ' '- -- ' - -.• ., - •*• COPY TO * - '•: ' - '''_',;- - ' - '',• ' - ' - - ' ' •. FORM 240-3 Available from Inc.. Groton. ;Mass, 01450 If enclosures are not as noted, kindly notify, us at once. ' , •, I • - ,- ' 4-. - ,__,* ' -, 'J - - -- • .. CALIFORNIA LICENSE B1-180710 . I . Date April 14, 1,983 Hannah-Gillard . 7.656 Formula !lace San Diego, Calif. 92121 . .••. . . . . . .. Subject: AITC Certificates of Conformance . ... 'Glued-Laminated Beams . Contra Job Description:51114 Palomrir Tooh 77 - Carlsbad CA - . Gentlemen: . - * : We have received many requests .from Coñtráctors for copies •:.- of Beam Certificates to expedite roof• inspections. .In an effort to help prevent costly. d1ays we are sending -1 the original Beam-Certificate-to the Contractor. The inspectors at various Departments 0f Building and'. Safety :. have received-these-.Certificates in the past. and requests . from them will -be directedto you. • ' -. DUKE TIMBER CONSTRUCTION CO., -INC. • - - . - - c , Janine Valbntino Enc. AITC Certificates . • - . - • - • 2841 Dow Avenue • Tustin California 92680 • (714),731-6666 APR 4983 MKE , CER1IFICATE OF CONFORMANCEn!M I/-fE UNDERSIGNED MA NUFA C TURER HEREB Y CE R T I F I E S that the products identified below and, on attached sheets Nos . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a r e m a r k e d with the collective mark of the American Institute o f T i m b e r C o n s t r u c t i o n ( A I T C ) a n d a r e manufactured in accordance with the manufacturing and fabricating provisio n s o f ICBO RESEARCH REPORT PFC 2966 and that such manfacture has been at our plant in_SPR I N G F I E L D , O R E G O N , which plant has a quality control system approved by the Ins p e c t i o n B u r e a u o f t h e A m e r i c a n I n s t i t u t e of Timber Construction. and inspected periodically by s u c h B u r e a u . T h e u n d e r s i g n e d m a n u f a c t u r e r further certifies that the work has been done in accordance w i t h t h e a p p l i c a b l e j o b s p e c i f i c a t i o n s . JOB NAME- PALOMAR TECH/JOB 5114 ' (DUKE TIMBER CONST JOB LOCATION: CARlSBAD, CA CUSTOMERS ORDER NO. 1332 DATE 2/4/83 MFGRS ORDER NO. 9772-G SIGNATURE COMPANy ROSBORO LUMBER COMPANY TITLE QUALITYCONTROL ADDRESS _SO22ND STREET DATE 3/28/83 A/TC HEREBY CERTIFIES that the said company at its said plant is licensed by, the AMERICAN INSTITUTE OF TIMBER CONSTRUCT I O N t o u s e t h e A I T C C o l l e c t i v e M a r k i n respect of products which comply with applicable provisio n s o f s a i d c o d e a n d r e p o r t ( s ) , t h a t t h e adequacy of the quality control system in effect at said p l a n t i s p e r i o d i c a l l y i n s p e c t e d a n d v e r i f i e d b y the Inspection Bureau of the AMERICAN INSTITUTE O F T I M B E R C O N S T R U C T I O N , a n d t h a t , i n the judgment of the undersigned, said company is capable of c o m p l y i n g w i t h ' a p p l i c a b l e m a n u f a c t u r i n g and testing provisions of said code and report(s) in respect o f p r o d u c t s m a n u f a c t u r e d a t s a i d p l a n t . Conformance with the said code and report(s) in respect o f a n y s p e c i f i c o r p a r t i c u l a r p r o d u c t i s t h e sole responsibility of the manufacturer; AITC's certificate h e r e u n d e r b e i n g t h a t t h e s a i d c o m p a n y i s qualified to produce a product meeting the said code and r e p o r t ( s ) . a n d t h a t i t s p l a n t i s p e r i o d i c a l l y inspected and verified by the AITC Inspection Bureau. AITC Certificate No. E 20011 Signed for ERICAN INSTITUTE OF TIMBER CONSTRUCTION &z: Paul R.. Beattie N Jack Minneci xecutive Vice President 9irctor, Inspection Bureau © 1980 AMERICAN INSTITUTE OF TIMBER CONSTR U C T I O N AITC FORM IBCE - II AAA I,AARcQ cri-icrii iic. rT o Q U- z zZU4 - - , '•• Ow ROSBORO LUMBER COrANY 0 j cy U — P.O. BOX 20 SPRINGFIELD, OR 97477 (503) 746-84 1 1 — w z WIDTH DEPTH L[rJGJH BILLET NO TOtAL B F PEP MBEP (.AMFIEP TI-US DOCUMENT SU MARK OUAN TT -;;:;- PA( LENGTH IAUS L::L:;F;R MEMBEP ao'uc IFJ( ALL INFORMATION --------- 7 £411J2 "4 R ( flu ----------- BY, AND IS IN CO 12 i, 9O2 26 j53f-0' i: V3 F 51'E TO AITC - — - - -i--i------------ 2 3 112 24 T7i/4 4 7? '40 0 (1/4 --r 40-11 j7 1 ,'4—flE f54-0. 43i ll2zHrlr 2C0' 200 CERTIFICATE ATTACHMENTS 01 C ff2 ........ 1-1/4.———————— - — II(FtH. — j(r1P'i 1QPtP'.A 44 22 3 3 1/2 1/2 22 22 1/2 1/2 :Y7-01( 40-11 15 15 5l5 61 3-0 7t7 40 HNI E N200'. 280 — IFRi 1FF2 2 2 5 5 1/? 1,8 37 37 1/2 112.17 12 00 00 18-02 17-02 25 75 454-02 42—O '4's 429 V V4 F 7'O. ROSBORO LUMBER C ' OF SPRINGFIELD, 71/'4 AITC QUALIFIED . PLANT #157 .1 I -————————- 3. LUMBER SPECIES — HE 2 '—jR 1 280( 'F - - - — — _21 2 2 5 1/8 27 t/83fl52 42 (I 43-11 55-11 18 20 790-06 1118-04 7f4 1 i115cV3F V4 F 2001 SPE' 2F81 3'1 I 2 S 5 1/ 1/8 37 21 1/2 li 24 fl- 10—OR 214-11 25 14 2E6-0 348-10 267 It r V'4 V4 E NCT'1 100 c 3 3 2 2 5 5 1/8 1/& 25 21 1/237 2 02 (13 37-07 25—OS 17 14 632-11 355-10 639 35. V3 V4 r 5 -s rE C 100 1 10F3'.4 I0F35S 21 21 3 3 1/7 1/2 22 22 1/2 1/2 3 118 pq _____ 39P2 39-11 15 1 H7-0 r; 11 _Oc 39.7 3 - 'i HN T r 2001 -- — — — 3F1 1 3 5 5 1/8 1/8 7 28 1/2 1/2 27 45 C 0) 27—l1 45-11 25 1 617-1] R72-0 69P 872 V4 V4 r r N CiN, r 280 - 4 F 1 3 1 5 5 1/8 1/; .'fl .37 1/234 80 i3—l1 34-02 70 1 1278-04 254-02 1278 fl5LJ V V4 r SPEC - 5;1 2 7 c / • Jf77 pr 24-11 37-07 14 17 348—fl 638-11 3'' (CI V4 V3 F 1 0( SPEI 1 MOISTURE CONTENT RANGE - 10- — — — - - — 2 21 5. _3 .1 T) 1/7 21 22 1/237 ;' L' 00 25-05 39-02 1.'4 15 355-1l 587-0( 5 E 397 V'4 Jj t: c 1(10 200' I VARIATION - 5% ]. — ifl TOPSP'+ — - I5F.5 5FE1 21 1 3 5 1/ 2 1/8 22 37 1/2 1/2 3 27 ('LI 39—il 27-11 15 25 LYR_05 697-11 39Q 90 H( j F - 200 NONE END JOINT FINi — IA 2 _61'I 2 5 1/Fl 78 1/2 1 8: '0OI4 59-0220 1q 772-08 1183-0' 773 1163 V4 F V3SSPEC 200( -' ADHESIVE .7-1/' IYF-' — EXTERIOR KAGING NOTE — PACKAGE P.Y ELDG 1,2,3,4,5,6 AT'.fl 7. BlOb DESIGNATION IS FIRST rU(F R H CONFORMS TO PS 56-73 1< NUMFIFP, GLUING PRESSURE — 150ff PERIOD — 8 HOURS GLUE SPREAD — 65ff I TOTAL 2 11 (. 9 i TOTAL WEIGHT .. .. - . - INSPECTION A pnl c.'r• JOB NAME - TrrI . — TOTAL)APLK DATE •......... IOTA 1Q U A NTITY SHEET .1 OF ' BY (1.i.I. lOCATION .__________ 25 3 SHIP DATE REVISION NO.___________ DATE JOB NO 94 I.. .1 0 ° cc I C) LU LU cc w - — ROSBORO LUMBER C0 1 ANY Z - P.O. BOX 20 SPRINGFIELD, OREGON 97477 (503) 746-8411 CL ______ — WIDTH DEPTH LENGTH — ToTAL CAMBER THIS DOCUMENT SU NO. B.F. PER n LCAMBER MARK QUAN. Lc.PER IN ALL'INFORMATiON FRACI H t*is. MEMBER 4CHES BY, AND IS IN Co - = 7l 7T) 7FP1 IOP793A 3 3 2 2 20 20 2 5 ' 3 3 3 3 5 1/1 l/1 1/E 1/2 1/2 1/2 1/2 1/B 37 30 3f 24 24 22 22 37 1/2 1/2 1/2 1/2 35 51 3 39 3fl 11 0 0:5 03 13 00 1P 10-08 0fl/4 061/4 ____ 35-05 54-05 39-08 39-05 39-08 39-05 1i-0 25 20 2' l 16 iS 15 25 266-CL 7-08-0' 1306 1L34 -0I 630-0f 595 591-0 279-02 2€7 70R 130( '23 420 397 394 279 V4 V4 V3 HN HN HN HN V41 F 17 T E E E ti E SPE( 2001 2001 T ror -iI TO I AITC CERTIFICATE 1-1/ ATTACHMENTS 111& 1 , 02 . 1-1/'. i -------- 1-•I/ ROSBORO LUMBER Cl OF SPRINGFIELD, I — — — JQP7P' IOP74 IOP7P' - — — . AITC QUALIFIED PLANT #157 -. LUMBER SPECIES - HE MOISTURE CONTENT RANGE- 10 VARIATION — 5% END JOINT FIN ADHESIVE TYPE - EXTERIOR CONFORMS TO PS 56-73 :KAGING NOT[. — P-ACAGE BY BLDG 1,2,3,4 '5 ,(- AN9 7. E3LG DFSIr,NTI0N I S FIRST U[iH H K NUMBER. - GLUING S. PRESSURE - 15011 PERIOD - 8 HOURS GLUE SPREAD -- 6511 * . . S IT0TA1 S LOB B.F.= 123.09 S - TOTAL WEIGHT____________ 2 S 0Er16 TOTAI,,~5v I.JP4 5 -. TOTAL,UANTITY - SHIP DATE INSPECTION i__DATE -) 5-.. SHEET ______ OF BY _REVISION NO.___________ DATE - -- ,•., ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 .1. SAN DIEGO, CA 92123 1 (714) 60-1468 V:7 . Le-vv?/9/~f (4JI7'-i7 -4ce C-€e •::: - - Q.Zitp of QZarIbab IO:Bob Fink Brown Leary Architects 11545 SorrentoVallqy_Rd. CARLS 1200 ELM AVENUE, BAD, CALIFORNIA 92008 San Diego, CA 92121 - COMMERCIAL PLAN CORRECTION SHEET Plan Check Number82-428 Site Address Bldg. 1, Palomar Tech. Centre Owner InterAmerican Dev. 'Co. Building Code Applicable 1979 U.B.C. '. Occupant Load119 Stories1 F Occupancy _B-2 Use Offices/Warehouse Type of Construction V-N Sprinklers:' X Yes No Allowable Floor Area42,000 SQ.FT. Actual 24,490 SQ. FT. Basis for Area IncreaseYards on 3 sides in écess of 20', Fully SpririkIed. J Remarks Date Plans. Submitted 12/16/82 ' Date Plans to Plan Checker 12/20/82 Date Initial Plan Check CompletcdTh. 12/30/82 ByChuck Mendenhall Applicant Contact Person-- Fink 'tel. 755-8088 FOREWORD: PLEASE READ This 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 Inpectidn Department. You may have other corrections based on, 'laws. and ordinances enforced by the ' Planning, Engineering and Fire Departments For information regarding those departments, please contact Mr. Carter Darnell at (714) 438-5525 The items below need clarification, modification or change.. All items have to • ' - be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit'the violation of any state, county or city law. 4 Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc..Return any original plans and documents that .. were returned to you by.the.çity. The above items may be returned to the City Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 122, San Diego, CA 92123, telephone (714) 560-1468. 8/19/82 Prepared by . S Bldg. Dept.. Q.kl VALUATION AND PLAN CHECK FEE a Esgil PLAN CHECK NO. _a42 BUILDING ADDRS_ eAck, n I G ell ectr ace APPLICANT/CONTACT oo PHONE NO.__T7SS- oB BUILDING OCCUPANCY 2- DESIGNER PHONE_____________ TYPE OF CONSTRUCTION I'J Srrn1k( CONTRACTOR PHONE___________ S Adjustment lorState : Mandated Handicapped - - Access Regulations S Building Permit Fee Plan Check Fee $ 12. 14 i X 1O65 $ COMMENTS: : 4 ol j Qtttp of Qar1iab TO: Bob Fink LI APPLICANT COPY Brown Leary Architects LI CITY COPY 1200 E LM AVENUE ' 11545 Sorrento Valley Rd. CARLSBAD, CALIFORNIA 92008 0 PLAN CHECKER COPY. San Diego, CA 92121 COMMERCIAL PLAN CORRECTION SHEET Plan Check Number , 82-428 Site AddressBldg. 2, Palomar Tech. Centre Owner InterAmerican Dev. Co. E. Building Code Applicable. __ -1979.. U.B.C. Occupant Load 39 Stories1 OccupancyB-2 Use Offices/Warehouse Type of Construction V-N Sprinklers: _X__ .Yes •No '. Allowable Floor Area 36,000SQ.FT.- Actual 6,002SQ.FT. . '. Basis for Area Increase Yards on2sides,, full sprinkled Remarks , Date Plans Submitted _12/16/82 Date Plans to Plan Checker,12/20/82 Date Initial Plan Check Completed Th. j/QL82 ByChuck Mendenhall Applicant Contact Person Bob Fink Tel.755-8088 FOREWORD: PLEASE READ This 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, Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter Darnell at (7 14) 438-5525. The items below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and ' regulations. Per Sec. 303 (c), 1979,Unifor'm Building Code, the approval of the plans 'does not permit the violation of any state, county or city law. ' Please submit two sets of corrected plans and show on this list where corrections were made i.e.. sheet, detail, etc..Rcturn any original plans and documents that were returned to you by the city. The above items 'may be returned to the City, . Building"Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 122, San Diego, CA 92123, telephone (714) 560-1468. 8/1 9/82 ... Date: Jurisdiction Jurisdiction______________ Prepared byt D Blag. Dept. caR VALUATION AND PLAN CHECK FEE El Esgil PLAN CHECK BUILDING ADDRESS. 2- APPLICANT/CONTACT PHONES NO BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION -- CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE - oc,449 ( 25 __________________ _______________ 5_ 5- - Res. Baths (over 3) @2,200 Res Firep1aces(°' - @ 1,760 Air Conditioning Commercial 2 -ri @ 2.80 . Residential 2.40 .Res. or Comn.- Fire Sprinklers @ 1.50 Total Value 189 12 Adjustment for State F Mandated Handicapped Accss Regulations B uxldin g Permit- F e e $ _ Plan Check Fee $ 42fl S X1.065 __$- COMMCN&S; • - - • .• F - - .F Citp TO: Bob Leary of arLba Li APPLICANT COPY Brown Leary Architects ' '.. LI CITY COPY 1200 ELM AVENUE 11545 Sorrento Valley-Rd- CARLSBAD, CALIFORNIA,92008 PLAN CHECKER COPY; 'San Diego, CA 92121 COMMERCIAL PLAN CORRECTION .SHEET. Plan Check Number 82-428 Site AddressBldgs. 3 & 5, Palomar Tech. Centre' " Owner. InterAmerican Dev. Co. ' D Building Code Applicable - 1979 U.B.C. Occupant Load71 Stories 1 'Occupancy, B-2 , - ' Use Offices/Warehouses Type of Construction V-N 'Sprinklers: X -Yes No Allowable Floor Area 33,000SQ.FT. Actual 14,230SQ.FT. Basis for Area Increase Yards'on 2 sides, fullysprinkled Remarks Date Plans, Submitted 12/16/82 , Date Plans to Plan Checker 12/20/82 Date Initial Plan Check Completed Th. 12/30/82 By Chuck Mendenhall Applicant Contact Person Bob Fink Tel. 755-8088 FOREWORD:PLEASE READ I. This plan check is limited to tctnical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform.n Mechanical 'Code, National " Electrical Code and state laws regulating energy conservation, noise attenuation V and access for the handicapped. The plan check is based on regulations enforced ' by the Building Inspection Department. 2. You may have' other corrections based on laws and ordinances enforced' by the ' V Planning, Engineering and Fire Departments. For information regarding those V departments, please contact,Mr. Carter Darnell at (714) 438-5525. 3. V The items below need clarification, modification or change. All items have to V , be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any. state, county or city law. V V , 4 Please submit two sets of corrected plans and show on this list where corrections' V were made i.e. sheet, detail, etc..Return any original plans and documents that were returned to you by the city. The abbve items may be returned to the City V Bu ildi ng Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 122, V San Diego, CA 921239 telephone (714) 560-1468. 8/19/82 Date* Jurisdiction'______________ Prepared byt Bldg. Dept. C VALUATION AND PLAN CHECK FEE E3 Esgil PLAN CHECK NO.B2-4'2 BUILDING ADDRESS APPLICANT/CONTACT PHONE NO BUILDING OCCUPANCY - DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE____________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE pc ZS- 2S - 37 3042-5 - -War 10705 2(, 24O5 - Res Baths (over 3) @2,200 - Res Firep1aces(03 1,760 Air Conditioning' Commercial .70$O : '. 2.80 1974O Residential : 2.40 - Res. or Comm.. - Fire Sorinklers t4'2C) 1 50 2)343 Total Value Adjustment for State Mandated Handicapped Access Regulatiors - Building Permit Fee $.._L7______--O&5: - A O&. Plan Check Fee $ 7 (o 4ç .X.-1 064— COMMENTS.: PLAN CHECK NO.242 S •, 'BUILDING ADDRESS' APPLICANT/CONTACT ' ' , PHONE NO. ' BUILDINGOCCUPANCY -'' DESIGNER PHONE___________ TYPE OF CONSTRUCTION CONTRACTOR PHONE____________ 'BUILDING PORTION , BUILDING AREA 'VALUATION MULTIPLIER VALUE Woceot-se 107o5 '2j___- ¼ Res. _8aths(over 3) , _: @2,200 Res _Firep1aces(°'F 1,760 Air Conditioning Commercial 7050 @ ___2.80- Residential @_2 _40 Res or Comm FireSDrinklers 42?7O _,, @ _1.50 2-k34-S. Total Value 39(c,35__i (ttp of QiarIbab TO:Bob Fink U APPLICANT COPY Brown Leary Architects U CITY COPY 1200 ELM AVENUE 11545 Sorrento Valley -Rd. CARLSBAD, CALIFORNIA 92008 PLAN CHECKER COPY: San Diego, CA 92121 - COMMERCIAL PLAN CORRECTION SHEET A Plan Check Number 82-428 Site Address Bldg. 4, _PalomarTech.Centre . Owner InterAmerican Dev. Co. Building Code Applicable 1979U.B.C. . . Occupant Load 42.. Stories Occupancy B-2 . Use Offices/Warehouse . C. Type of Construction V-N _. Sprinklers: _X Yes No . . Allowable Floor Area 42,480SQ.FT. Actual 6,290SQ.FT. Basis for Area Increase Yardson _3 sides, fully sprinkled . J. Remarks . . . ,• Date Plans Submitted 12/16 /8 2 Date Plans to Plan Checker 12/20/82. Date Initial Plan Check Completed Th. 12/30/82 By ChuckMendénhall Applicant Contact Person Tel.__________________ FOREWORD:PLEASEREAD . This 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. . 0 You may have other corrections based on laws and ordinances enforced by the Planning, Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter Darnell at (714) 438-5525. . .,. The items below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building COde, the approval of the plans.does not permit the violation of any state, county or city law. 4. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc..Return any original plans and documents that • were returned to you by the city. The above items may be returned to the City Building-Department or to Esgil' Corporation at 9320 Chesapeake Dr., Suite 122, : San Diego, CA . 9212.3, telephone (714) 560-I468. • . • • 8/19/82 Jurisdiction Ck Prepared by Bldg. Dept0 CM VALUATION AND PLAN CHECK FEE 0 Esgil PLAN CHECK NO._,24Z? BUILDING ADDRESS -- APPLICANT/CONTACT PHONE NO BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION _______________ CONTRACTOR PHONE____________ 1 BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Orc(ce '2o55 7Lo3S - Vce\ouse Ca29O 1Th32-090 4 Res Baths (over 3) @2,200 Res.Firep1aces(0' @ 1,760 Air. Conditioning " S Commercial - - - 41 10 @ 2.80 Uso Residential 2.40 - S - Res. or Comm. _Fire Sprinklers _.Q29O .@ ,1.50 S 943S Total Value Adjustment'for State S S Mandated Handicapped . S Acies Rqul itiun Building Permit Fe e $_ 70 Plan Check Fee $. 'tJ4_ $ S .5 5 .. •1 • S S COM MENTS 55 itp ..of Carldab TO: Bob Fink - Li APPLICANT COPY .'. Brown Leary Architects LI CITY COPY 1200 ELM AVENUE 11545 Sorrento ValleyRd CARLSBAD CALIFORNIA 92008 0 PLAN CHECKER COPY San.Diego, CA 92121 COMMERCIAL PLAN CORRECTION SHEET Plan Check Number 82-428 5 Site Address Bldg.6,PalomarTech.Centre Owner InterAmerican Dev. Co. S Building Code Applicable. 1979(J.B.C. Occupant Load 48 _S Stories 1 Occupancy B-2 Use Offices/Warehouse S Type of Construction V-N Sprinklers: X Yes No Allowable Floor Area 42,480 SQ. FT. Actual 7,302 SQ.FT. S Basis for Area Increase Yards- on 3 sides, fully sprinkled 3. Remarks S Date Plans Submitted 12/1-6/82 Date Plans to Plan Checker12 /20/82 Date Initial Plan Check Completed Th. 12/30/82 By Chuck Mendenhall Applicant Contact Person Bob Fink Tel'._ 755-8b88 FOREWORD: PLEASE READ S S This 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, Engineering and Fire Departments. For information regarding those departrrients, please contact Mr. Carter Darnell at (714) 438-5525. 3. The items below need clarification, modification or change. All items have to be satisfied before 'the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of theplans does not 'permit the violation of any stale, county or city law. 4.. Please submit two sets of corrcted plans and show on this list where corrections were made i.e. sheet, detail, etc..Return any original plans and documents that were returned to you by the city. The above items may be returned to the City Building-Department or to Esgi I Corpora lion at 9320 Chesapeake Dr., Suite 122, San Diego, CA 92123, telephone (714) 560-1468. • 8/19/82 7. Datea NA. Jurisdict1oncrkbckc' - Prepared by: E3 Bldg. Dept. C VALUATION AND PLAN CHECK FEE o Esgil PLAN CHECK NO.___________ BUILDING. ADDRESS - (o . . . •. APPLICANT/CONTACT - PHONE NO.- BUILDING OCCUPANCY - DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE____________ BUILD ING PORTION' BUILDING AREA VALUATION VALUE •. ____________ _______________ MULTIPLIER •• •. _Cr 3Sol _(29537 79&i Res. Baths (ovr 3) • @2,200 Res.-Fireplaces (ov @1,760 Air Conditioning —__Commercial _3sô\ @ 2.80 Residential - 2.40 Res. or Comm. Fire SDrinklers . ,. 7302- @ 1.50 . - Total Value 2O Adjustment for State .. U.. . . Mandated Handicapped . Access Reguhtions Building Permit Fee $ • U •. - • .. ' S Plan Check 't Fee $ 94 $ C OM.ME N 1.5: : S -. • S (Cttp of (arIbab IO:Bob Fink . .• Li APPLICANT COPY : Brown Leary. Architects LI CITY COPY .. . 1200 ELM AVENUE 11545 Sorrento Valley Rd. CARLSBAD, CALIFORNIA 92008 PLAN CHECKER COPY San Diego, CA 92121 . COMMERCIAL PLAN CORRECTION SHEET Plan Check Number 82-428 . . ... Site Address- Bldg. 7, Palomar Tech. Centre Owner InterAmerican Dev. Co. . . . .. Building Code Applicable . - 1979 U.B.C. . . . . . Occupant Load73 . Stories 1 . S Occupancy B-2 Use Offices/Warehouse . Type of Construction V-N Sprinklers: Yes . No Allowable Floor Area 48,000 SQ. FT. Actual 14,656 SQ.FT. Basis for Area Increase Yards on3 sides, fully _sprinkled Remarks . . . Date Plans. Submitted 12Z16/82 Date Plans to Plan Checker12/20/82 . Date Initial Plan Check Completed Th. 12/30/82 By, Chuck Mendenhall Applicant Contact Person Bob Fink Tel.755-8088 -. FOREWORD: PLEASE READ . .. . I. This 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, Engineering and Fire Departments. For information regarding those . departments, please contact Mr. Carter Darnell at (714) 438-5525. 5 The items below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of • the plans does not permit the violation of any state, county or city law. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, ctc..Rettirn any original plans and documents that were returned to you by the city. The above items may be returned to the City S • BuildingDepartment or to Esgil Corporation at 9320 Chesapeake. Dr., Suite 122, . . San Diego CA 92123, telephone (714) 560-1468. . . 8/19/82 DatesJZ4/P'Z Jurisdiction CavAskCLA _______________ Prepared byi r3Bld• Dept. cJA VALUATION AND PLAN CHECK FEE o Esgil PLAN CHECK NO.2-42 BUILDING ADDRESS I -- APPLICANT/CONTACT PHONE NO,.' BUILDING OCCUPANCY DESIGNER PHONE_____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE____________ BUILDING PORT±ON, BUILDING-AREA VALUATION -MULTIPLIER. __________ VALUE - -. Wcrcu I1O23 F 0 0 Res Baths (over 3) @2,200 Res Firep1aces(0'j - @ 1,760 Air Conditioning —__Cornmeial - @ 2 80 2-oOoB - Residential- - 2.40 - Res. o±Cornirt. Fire SDrinklers I 4(o5(o - @ 1.50 -' Total Value 4o Adjustment for State - 0 Mandated Handicapped . Access Regulations : 50. -- - Building Permit F e e $LQOO *-io--5-$.-------- 33 -. -. P In Check F e e - $ 7 0 - - $ COMMENTS: 0 - -' ...-•--.- -. Sevic 2. 1; *. 4. S I P €- IYII tOA Cec. k ev P1 Eii tzi4 - I2ooA 8 427 400A I_15 &oA Ct, 7s8 492- 2ooA 1175 74 800 A 494 400' Mecc, ARCHITECTURAL BLDG. 1 Each sheet of the plans must be signed by 'the architect, ' assuming responsibility for 'the design of the buildings. ,•' Specify the ICBO approval number for the metal stud partitions.' Specify size and spacing you intend : to use. '3. Specify 'exit door sizes and types. ' 4.. Corridor and reception area must be one-hour construction '• with 20-minute, tight-fitting, self-closing door assemblies opening into these areas. Detail wall '. and ceiling construction of the corridor and specify door types. Any ducts penetrating the corridor must be equipped with fire dampers. •. •• ' .' ' Roof covering must be'fire-rtardant. Spècif the JM'installation:,spec. number and fire rating class. '0 Specify ICBO approval, number fOr the skylights. , Provide ventilation-area equal to 1/20the floor" area in the warehouse sections. ,'Roll up door's with sufficient area are acceptable. Maximum spacing between supports for flat"temp. glass skylights is 25" or provide design calc's to , justify greater spacing. See, 3/A-14. 9.. See the attached, supplemental correction sheet regarding handicapped access and' facilities. 0 Provide'sufficint 0 , details and notes on the plans to show complianóe. ' Bathroom walls within water closet compartment and ' within 2',.of front and sides of urinals must have a smooth, hard, nonabsorbant finish. Roof overflow drains must be plumbed' independent ' of-the-roof drains. See roof plans Of Bldgs. 4 & 6. BLDG.2' • ' ' ' ' ' ,12. Complete items 1, 2., 3, 5 6, 8, 9, 10. BLDGS. 3 & 5 • ' ' / ' ' ' '' ' 13. Complete'items 1 through 10.' , BLDGS. 4 &'6 ".. •" :, ' 0 , , , , • 1,4: Complete, items. 2, 03, 5, 6, 8.1 9, 10, 11. BLDG: 7'• ,, : ' ," 0 •' • , ' ' '' ' 0 , , ,,•, 15 Complete items 1 through 10 , ' - 1' - ' '" 0 0 0 ' / STRUCTURAL BLDGS 1 through 7 - 16.. Calcs do not incorporate the size and slenderness factors required to reduce allowable stresses for GLB See Sec 2511'(d) 5 & 6 UBC and sheets 9, 10, 11, 14, 15, 18, 19 of the calcs. 17. What is meant by the conclusion on sheet 16, "Brace at mid span" ? There is not such. lateral bracing 0 shown on the plans 18 Purlins designed for. Bldg. 7 indicate Fb=2000 but the flexural design uses 2 4 ksi See sheet 17 of the calcs ., 19 Roof system design for Bldgs 2, 4 & 6 do not fit the conditions shown on the plans The simple span beam on the'plans is a 42' span and there is no double cantilever beam Submit design calcs consistent with the plans Clarify calcs and conclusions for Bldgs 2, 4,& 6 See sheets 3, 4, 5, 6.& 7 of the calcs Also note that prior to frame inspection a cert of conformance for the GLB's is required for all Bldgs 20 Note on the foundation plans that expansive soils will be capped with 2 1/2 ft of decomposed granite. Also note On the foundation plan that "Prior to the contractor requesting a BuildingDepartment foundation inspection, the soils engineer shall advise the Building Official in writing that 1'. the building pad was prepared in accordance with the soils report 2. the utility trenches have been properly backfilled and compacted, and 3 the foundation excavations, forming and reinforce- ment comply with the soils report and approved plan 21 Wall heights exceed 16' for Bldgs 1, 5 & 7 The design on sheet 38 of the calcs is predicated on 16' height Please clarify . 22 Pmax for walls is designed for a 13.5K load Page 21 of the calcs shows a Pmax of 25.5K. Please clarify. 23 Show the 3-#5 bars each face at the rear panel openings of Bldgs 1 & 7 See sheet 46 of the calcs and sheets S-3 & S-12A of the plans - 2 - 24. Typical 20' opening requires 5-#5E.F. . See grid line E Bldgs. 2 & 6 and page 3.3 of the calcs. . . '25. Detail the steel size and spacing for the center , H panel support and wing wall panels. See S-3, S-6 and S-9. Show the 5-#5 vertical E.F. See page '49 of the calcs and S-12A and S-3. 26. I can't find -in the calcs where you arrived at the . max. column loads for Bldgs. 2, 4, and 6. S'e'e the table on page 57 of the calcs. . . . . Roof diaphragm. nailing'of Bldgs. 3, 5 and 7 requires . . 3xstiffeners in the zones closest to shear walls. See L-9 & L-l0 of the calcs.- Plans show 2* stiffners Design and detail s'ubdiaphragm chord, splices. especially.. Bldgs. 3 & 5 supporting. walls 1 & 7,'page L-13 of the calcs. I could not locate the subdiaphragm design for Bldgs. . 2, 4 & 6. Show-2-#5 flexural bars each side of 'pane,isat line . C, Bldg. # 1. See page L-20 through. L-22 of the .. .• . calcs. '. . . . . . Show the 2-#5 flexural barseachside of panels at , lines 1 ,& 7and C of Bldgs. 3 & 5. See pages L-24; and .r-26 of the calcs'.. . '• . Show the-2-#5 flexural bars in the 29.63' wall along . line l&'S and the 26.75' wall along line'C. See . . pages' L-29 & L-31 of the calcs for Bldg. 7 The hold down capacity of 2-#5 bars with standard . hooks is 16.4K. The required capacity of Bldg. . . # 1, line 'A,. 6.23' panel 19.1K. See. L-19 of the . calcs. Also Bldgs. 3 & 5, line, A, 6.85 panel is 17.2 K. .See L-25 of the'-calcs. . . Where are the shear panel flexural and hold down calcs for Bldgs.' 2, 4 & 6 ? . . Where are the grade beam calcs for Bldgs.: 2, 3, 4, . 5,6&7? - 3 - . Special-.inspection is required for all field welding. Note on the plans that. a special inspector approved by the Building Official shall submit written reports . to.the Building Official certifying that the field welding of connections have been completed in accordance .. . with the.structural'engineer's design and specifications. Engineer responsible for the design of these structures must sign each sheet of the structural plans. : ELECTRICAL Two exits from elec. room with a service of 1200 A, Bldg.l. Ground wire for the 4-500 MCM, Cu service wires must be 2/0 Cu. See PME-1, Bldgs. 2 & 6. . Provide panel schedules or load caics. Provide a lighting l.aout and power supply layout. . Showthat areas in excess of 100 sq.ft. must be . double switched to uniformly reduce lighting by one-half. . .'. Use only SWD type breakers that'are used to control . . lights.. Note this on plans. 0 S 4.35 All equipment must berated at 42;000 AIC. .5 PLUMBING/MECHANICAL 44. Provide a complete duct layout plan. Show sizes .. . of ducts, type of material and location of R.A. . • . • and supply 'rills. :' . . • . .. .. 45'. Floor drains must be primed by indirect waste from • .' S lavatories. Hose b.ibbs are not acceptable as a priming •.; device. Provide floor .drains in all bathrooms. 46. Provide approved anti-siphon devices on allhose • bibbs. .47. Drain lines must slope at least 1/4":12". . S . 48.-1 Show size and location of all vents. S.. 49. Show condensate drain lines and location of condensate disposal. Note exposed lines are not allowed on : the: roof except immediately adjacent to equipment. .. - 4 -. : ENERGY . . . 50 Provide the energy compliance statement on the plans for Divisions 4 through 7 of the California Energy Conservation Standards for non-residential, buildings. This statement must be signed by the responsible engineer or architect. Show on the plans the required insulation as shown . on Form 3 of the Building Data Forms. I See the attached supplemental spec. sheet covering . mandated energy conservation standards. Include these standards on your plans. . . GENERAL . Provide-glass edge support on all four edges. No H edge support shown along the break point in detail ,. . 3/A-14. See Sec. 5404, U.B.C. S , Show the -location of bathroom air exhaust on the •. roof plans. Exhaust fans shall be in a common duct . with one roof:-.penetration. Carlsbad Policy 80-6 • 55. Size the vert. roof drain pipe in accordance with Appendix D, Table D-1 for 5'/hr. See roof plan for • , Bldg. #1. • S . '.5 If you have.any questions regarding the above S items, please call Chuck Mendenhall at (619) 560-1468. Thank you ' S .,. • S S . Charles •Mendenhall • • .5 5 Principal Engineer, ' S S : • • '5I • Enclosures: Energy Conservation Form • • Handicapped Info. Sheet • '. S S cc: City of Carlsbad Building Department • S ' S S File S ' • S S , CALIFORNIA ENERGY RESOURCES CONSERVATION ITEMS' Please make the following a part of your plans and Specifications: Note that prior to the City authorizing occupancy a Certificate of Construction Compliance shall be provided to the City Building Official in accordance with Title 24, 120-1457. Division 4: Building Envelope 120-1495. Air Leakage 'Requirements. For openable exterior windows (required steel fire-rated windows are exempt), the air infiltration and exfiltration rate shall not exceed 0.5 cfm per linear foot of crack. All windows shall be certified and labeled and shall comply with ANSI A134.1-1972 or NWMA IS-2. Fixed windows constructed on site shall be sealed to limit air infiltration. For exterior sliding glass doors, the air infiltration and exfiltration rate shall not exceed 0.75cfm per linear foot of crack. All sliding glass doors shall be certified and labeled as complying with ANSI A134.2- 1972 or NWMA IS-3. For openable exterior doors (required steel fire-rated doors are exempt from these requirements), air in- filtration shall be limited by following these construction requirements: (I) Door heads, sills and jambs shall have seals, astragals or baffles. Doors mounted on either the inside or outside of an exterior wall shall have a minimum one- inch lap at each jamb. A continuous mounting angle, sealed, gasketed or weather-stripped shall be used with doors requiring vertical tracts or guides (e.g. rolling industrial doors). A continuous seal or baffle shall be installed at each door jamb for doors mounted between jambs.. Meeting rails of sectional doors and meeting stiles or rails of bi-parting doors shall be provided with a seal, astragal or baffle. A weather-tight astragal or closure shall be installed between double doors. Weatherstripping shall be provided on swinging and revolving doors. All open joints in the building exterior around cond- itioned spaces shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. Division 5 and 6: HVAC System T20-1503. Temperature Control. (I) All equipment shall be started or stopped from a time clock. A 6,hour by-pass switch shall' allow operation of any AC Unit from normal scheduled hours. All thermostats shall be of the automatic-change- over type to sequence heating or cooling. Set point range shall beup to 10°F between full heating and cooling. Adjustable temperature differential shall be 1°F. All thermostat Control limits shall be from 55°F to 85°F. Control shall have the capability of terminating all heating at a temperature no more than 70°F and terminating all Cooling at a temperature not less than 78°F. - At least one automatic space temperature Control device shall be provided for: (a) each zone (not more than one floor of building shall be included in a Zone), and (b) each separate HVAC system. - - 120-1505. Mechanical and Gravity Ventilation. Each : mechanical or gravity system or unit (supply and/or exhaust) shall be equipped with a means of providing - '- air volume reduction and/or shut-off when ventilation - - - is 'not reouired. On mechanical ventilation systems, automatic dampers interlocked and closed on fan - shutdown shall be provided. On gravity ventilating - systems, either automatic or readily accessible manually - - - operated dampers in all openings to the outside other than combustion air openings shall be provided. 120-1508. Minimum Requirements of Insulation of -- - Duct and Plenum (Supply and Return). - On Roof or Exterior of Building: Use l" of 1.51b. density mineral fiber duct liner or 3" of 0.61b. density - mineral fiber blanket - with approved vapor barrier. -- (C0.16) - - - -•' All Other Location Outside of the Conditioned Space: Use j" of. 1.51b. density mineral fiber duct liner or I" of 0.61b. density mineral fiber blanket. '- - - 320.1509. Duct Construction. All duct work shall - - - be constructed, erected, and tested in accordance - with the most restrictive of local regulations, procedures detailed in the ASHRAE handbook of Fundamentals or the applicable standards adopted - by, the Sheet Metal and Air Conditioning Contractors -- National Association. T20-1517. Maintenance. Equipment which requires preventive maintenance for efficient operation shall - - be furnished with complete necessary maintenance information. Required routing maintenance actions - - shall be clearly stated and incorporated on an access- able label, which may be limited to identifying, by title and/or publication number, the operation and. - - maintenance manual for that particular model and type of product. - At least one-copy of this information shall be furnished by the manufacturer for the original owner upon request. Division 7: Service Water Heating T20-1521.. All service hot water pipe runs greater than 12 feet shall be insulated according to the requirements set forth in Section .120-1507. Table 5-I of the Nonresidential Energy Regulations. - - PIPE DIA. I" or less: 0.75"R = 4.0 (min.)/inch - - - T20-1523. Pump Operation. Circulating. hot, water - -systems shall be arranged so that the circulating pump(s) can be automatically turned off when the 'hot water system is not in operation. 120-1525. Showerheads and Faucets. The maximum flow rate of all new showerheads, lavatory faucets,: - and sink faucets shall be certified not to exceed the values shown - - Appliance - lest Pressure Maximum Flow' Rate Plumbing Fittings 20-45 psig 2.75 gpm Showerheads 45-80 psig '3.00 gpm, - Lavatory Faucets 20-80 psig 2.75 gpm Sink Faucets 20-80 psig , 2.75 gpm The water heater must be certified by the Energy Commission or be on the Energy Connission's approved list. - I)ivision 9: Lihtin 120-1541. Each area enclosed by ceiling-height partiiions shall have independent control of the lighting within the area. 120-1541. For all areas larger than 100 square feet, and for which a maximum connected lighting load of - more than 1.0 watt per square foot is allowed byTable'9-l. - the connected lighting load shall be so controlled that - - it may be 'reduced by at least one-half in a uniform - pattern. - , • •: - • - FORM PB SUPPLEMENTAL CORRECTION SHEET FOR REQUIREMENTS FOR ACCESS TO DIJIL.DINGS BY _PHYSICALLY HANDICAPPED PERSONS MANDATED ISV TITLE 24 PART 2 CALIFORNIA ADMINISTRfëbDE Plans requi r. co:joct ton as i rid i e.iterl by circled jtem.s below lreior: r building permit can be issued. Return this correction sheet with corrected plans and identify next to each item the sheet of the plans upon which the correction has been made.) A. WALKS AND SIDEWALKS (SEC. 2.3323) j)Surface slopes of parking spaces for the physically 1. Walks and sidewalks shall have a Continuous com- handicapped shall not exceed ¼ inch per foot in mon surface, not interrupted by steps or by abrupt any direction. changes in level exceeding ½ inch, and shall be a 5. Entrances to and vertical clearances within parking' minimum of 48 inches in width. Structures shall have a minimum vertical clearance Surfaces with a slope of less than 6 percent gradient of 8 feet 2 inches where required for accessibility shall be at least as slip-resistant as that described as to handicapped parking spaces. ®a medium salted finish. Surfaces with a slope of 6 percent gradient or greater D )NITARY FACILITIES (SEC. 2.1711) t.- shall be slip-resistant. 1.) Where separate facilities are provided for non-handi- Surface cross slopes shall not exceed 14 inch per foot. J capped persons of each sex, separate facilities shall Walks, sidewalks and pedestrian ways shall be free be provided for handicapped persons of each sex of gratings whenever possible. For gratings located also. Where unisex facilities are provided for non, in the surface of any of these areas, grid openings handicapped persons, such unisex facilities shall be provided for the handicapped. in gratings shall be limited to ½ inch in the direction of traffic flow, 2. Where sanitary facilities are located on accessible ®When the slope in the direction of travel of any walk floors of a building, they shall be made accessible to ' exceeds 1 vertical to 20 horizontal it shall comply the physically handicapped. Passageways leading to sanitary facilities shall have a with the provisions for Pedestrian Ramps. Abrupt changes in level along any accessible route clear access width as specified in Chapter 33. All shall not exceed ½ inch. When changes in level do doorways leading to such sanitary facilities shall occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding haclear unobstructed opening width of 32 inches. 14 inch may be vertical. When changes in levels D) A level and clear area for a minimum depth of greater than ½ inch are necessary they shall comply 60 inches in the direction of the door swing as with the requirements for curb ramps. measured at right angles to the plane of the door . Walks shall be provided with a level area not less in its closed position, and 44 inches where the than 60 inches by 60 inches at a door or gate that door swings away from the level and clear area. 0 4 Multiple accommodation toilet facilities shall have swings toward the walk, and not less than 48 inches he following: wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 (9 A clear space measured from the floor to a height inches to the side of the strike edge of a door or gate of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a that swings toward the walk, All walks with continuous gradients shall have level circle with a diameter 'not less than 60 inches, or areas at least 5 feet in length at intervals of at least ' a clear space 56 inches by 63 inches in size. ever' 400 feet. Doors other than the door to the handicapped toilet compartment in any position may encroach B. HAZARDS (SEC. 2-3324) into this space by trot more than 12 inches. Warning curbs. Abrupt changes in level, except A water closet fixture located in a compartment between a walk or sidewalk and an adjacent street ' shall provide a 28 inch wide clear space from a or driveway, exceeding 4 inches in a vertical dimen- fixture or a 32-inch wide clear space from a wall sion, such as at planters or fountains located in or at one side of the water closet and a 48 inch long adjacent to walks, sidewalks, or other pedestrian clear space in front of the water closet if the ways, shall be identified by curbs projecting at least ' compartment has an end opening door (facing 6 inches in height above the walk or sidewalk surface the water closet). A 60 inch minimum length to warn the blind of a potential drop off. When a clear space shall be provided in a compartment guardrail or handrail is provided, no curb is required with the door located at tIre side. Grab bars shall when a guiderail is provided centered 3 inches (plus not project more than 3 inches into the clear or minus one inch) above the surface of the walk oi sidewalk; the walk is 5 percent or less gradient or spaces as specified above. A water closet compartment shall be equipped no adjacent hazard exists. with a door that has an automatic closing device, Overhanging Obstructions: Any obstructions that and shall have a clear unobstructed opening width overhangs a pedestrian's way shall be a minimum of of 32 inches when located at the end and 34 80 inches above the walking surface as measured inches when located at the side with the door from the bottom of the obstruction. ' positioned at an angle of 90 degrees from its C. PARKING (SEC. 2.7102) closed position. Except for door opening widths 1. The following table establishes the number of handi- and door swings, a clear unobstructed access not less than 44 inches shall be provided to water capped parking spaces required: closet compartments designed for use by the Total Number of Number of Handicapped Parking handicapped and the space immediately in front of a water closet compartment shall be not less Parking Spaces Spaces Required that 48 inches as measured at right angles to corn- I 40 . . . . . . . I 41 80 .......2 partment door in its closed position. 81 ' 120 S . . . . . . . 5, Single accommodation toilet faciliieis shall have the 121 - 160 .......4 following: There shall be sufficient space in the 161 -300 .......5 toilet room for a wheelchair measuring 30 inches 301 -400 .......6 wide by 48 inches long to enter the room and permit 401 -500 .......7 the door to close. The water closet shall be located over 500 .......1 for each 200 additional spaces in a space which provides a 28 inch wide clear space from a wall at one side and 48 inches of clear space provided in front of the water closet. When less than 5 parking spaces are provided, one 6. In an existing building a single accommodation toilet facility may have the water closet fixture located in shall be U. feet wide and lined to provide a 9 foot a compartment which provides a clear space of not parking area and a 5 foot loading and unloading less than 36 inches wide by 48 inches long in front area, Physically handicapped parking spaces shall be lo- of the water closet. Grab bars located on each side, or one side of the cated as near as practical to a primary entrance. If back of the physically handicapped toilet stall or only one space is provided, it shall be 14 feet wide compartment shall be securely attached 33 inches and lined to provide a 9 Joot parking area and a 5 foot loading and unloading area. When more than above and parallel to the floor. Grab bars at the side one space is provided in lieu of providing a 14 foot shall be at least 42 inches, long with the front end positioned 24 inches in front of the water closet wide space for each parking space, two spaces can stool and grab bars at the back shall be not less than be provided within a 23 foot wide area lined to 36 inches long. provide a 9 foot parking area on each side of a 5 foot loading and unloading area in the center. The mm' The diameter or width of the gripping surfaces of a imum length of each parking space shall be 18 feet. grab bar shall be 1¼ inch to 1½ inch or the shape shall provide an equivalent gripping surface. If grab In each parking area, a bumper or curb shall be pro- bars are mounted adjacent to a wall, the space be- vided and located to prevent encroachment of cars over the required width of walkways. Also, the space tween the wall and the grab bars shall be 1½ inches. shall be so located that a handicapped person is not 8. A clear floor space 30 inches by 48 inches shall be ' provided in front of a lavatory to allow a forward compelled to wheel or walk behind parked cars other than their OWfl. approach. Such clear floor space shall adjoin or Pedestrian ways which are accessible to the physi. overlap an accesible route and shall extend into knee and toe space underneath the lavatory, a cally handicapped shall be provided from each such Where urinals are provided, at least one shall have a parking space to realted facilities, including curb clear floor space 30 inches by 48 inches in front of cuts or ramps as needed. Ramps shall not encroach the urinal to allow forward approach. into any parking space. EXCEPTIONS: I. Ramps located at the front of E. WATER FOUNTAIN LOCATION (SEC. 2-17 12) physically handicapped parking spaces may 1. Where water fountains are provided, they shall be encroach into the length of such spaces when located completely within alcoves, or otherwise such encroachment does not limit a handicapped positioned so as not to encroach into pedestrian person's capability to leave or enter their vehicle ways. Water fountains shall conform to the following thus providing equivalent facilitation, requirements: HA-3 (Sheet 1 of 2) (a) The alcove in which the water fountain is located Intermediate landings shall be provided at turns and shall be not less than 32 inches in width and 18 1 whenever the change in level exceeds 30 inches. inches in depth. (b) The surface of the path tit' travel at I lie water Intermediate landings on straight ramps shall have a depth of not less tha ii 3'-6''. I Iite rmed late landings fountain shall be texturc,l so that it is clearly on ramps that turn greater than 30 degrees shall be identifiable by a blind person using a cane. The not less than 6 feet in depth. minimum textured area shall extend from the Ramps shall be not less than 4 feet wide. wall supporting the water fountain to 1 foot Ramps serving a primary entrance for an occupant beyond the front edge of the water fountain and load of 300 or more shall be not less than 5 feet shall extend 1 foot beyond each side of the water wide. fountain, or (e) Wing walls shall be provided on each side of the Handrails shall be placed on each side of each ramp and shall extend 12 inches beyond the top and water fountain. The wing walls shall project Out bottom of the ramp. from the supporting wall at least as far as the Surfaces of ramps shall be slip resistant. water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a min- imum of 32 inches clear between the wing walls. ®WATER CLOSETS (SEC. P.1502) The height of accessible water closets shall be a min- F. DRINKING FOUNTAINS (SEC. P.1507) imum of 17 inches and a maximum of 19 inches I. The drinking fountain shall be a minimum of 18 measured to the top of the toilet seat. Flush controls inches in depth and there shall be dear and unob- shall be operable by an oscillating handle with a structed spaces under the drinking fountain not less maximum operating force of 3 lb or by a remote than 27 inches in height and 18 inches in depth, the low voltage button. The handle or button shall be depth measurements being taken from the front edge located so they, are operable without requiring of the fountain. A side approach drinking fountain excessive body movement. is not acceptable. RINALS (SEC. P.1503) 2. The bubbler shall be activated by a control which is easily operated by a handicapped person such as a . Where urinals are provided at least one elongated hand-operated lever type control located within front rim at a maximum of 17 inches above the floor is required 6 inches of the of the fountain, a push bar control along the front of the drinking fountain, . Flush controls shall be hand operated, and shall be etc. The bubbler outlet orifice shall be located mounted no more than 44 inches above the floor. within 6 inches of the front of the drinking fountain ®LAVATORIES (SEC. P.1504) and shall be within 36 inches of the floor. The water . Lavatories shall be mounted with a clearance of at stream from the bubbler shall be substantially • least 29 inches from the floor to the bottom of the'' parallel to the front edge of the drinking fountain, apron with knee clearance under the front lip ex- tending a minimum of 30 ii.ches in width with 8 inches minimum depth at the top. Toe clearance' G DOORS & HARDWARE (SEC. 2-3301, 3303, 3306) shall be the same width and shall be a minimum of (0i:"All primary entrances to buildings shall be made 17 inches deep from the front of the lavatory. accessible to the handicapped. ®Hand activated door opening hardware shall be' Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shall be no centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti- sharp or abrasive surfaces under lavatories. Faucet controls and operating mechanisms shall be vated and wh'ch are in a path of travel, shall be oper. operable with one hand and shall not require tight able with a single effort by lever type hardware, by grasping, pinching or twisting of the wrist. The force panic bars, push-pull activating bars, or other hard- required to activate controls shall be no greater than ware designed to provide passage without requiring 5 lb. Lever-operated, push-type and electronically the ability to grasp the opening hardware. Locked controlled mechanisms are examples of acceptable exit doors shall operate as above in egress direction, designs. Self-closing valves are allowed if the faucet Doors to individual hotel or motel units shall oper.' remains open for at least 10 seconds. ate similarly, except that when bolt and unlatching L. TELEPHONES (SEC.2-1713) operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full bow or 1. General. If public telephones are provided, they 1% inch (half bow) shall be provided in lieu of lever shall comply with the following: Clear Floor Ground Space. A' clear floor or type hardware on the corridor side. Separate dead lock activation on room side of corridor doors in ground space at least 30 inches by 48 inches hotels or motels shall have lever handle or large that allows either a forward or parallel approach. thumb turn in an easily reached location, by a person using a wheelchair shall be provided EXCEPTION: Until January 1, 1983, lever type hardware shall be required for new construction at telephones. Size and Approach. The minimum clear floor only. Alterations and additions shall comply ground space required to accommodate a single, beginning January 1, 1983. (037)14'idthand Heights. 1. Every required exit doorway stationary wheelchair and occupant ii 30 inches by 48 inches. The minimum clear floor or ground shall be of a size as to permit the installation of a space for wheelchairs may be positioned for for- door not less than 3 feet in width and not less than ward or parallel approach to an object. Clear floor or ground space for wheelchairs may be 6 feet, 8 inches in height. When installed in exit door.vays, exit doors shall be capable of opening at part of the knee space required under some 90 degrees and shall be so mounted that the clear width of the exatway is not less than 32 inches. objects. ) Relationship of Maneuvering Clearances to c Wheelchair 4. For hi'nged doors, the opening width shall be mea- Spaces. One full unobstructed side of sured with the door positioned at an angle of 90 the clear floor or ground space for a wheelchair degrees from its closed position. At least one of a shall adjoin another wheelchair clear floor space. pair of doors shall meet this opening width require- If a clear floor space is located in an alcove or ment. Revolving doors shall not be used as a required otherwise confined on all or part of three sides, entrance for the physically handicapped. additional maneuvering clearances shall be provided. Maximum effort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for d ) Surfaces of Wheelchair Spaces. Surfaces of interior doors, such pull or push effort being applied wheelchair spaces shall be slip resistant. Bases, at right angles to hinged doors and at the center enclosures, and fixed seats shall not impede plane of sliding or folding doors. Compensating approaches to telephones by people who use devices or automatic door operators may be utilized to meet the above standards. When fire doors are wheelchairs. Mounting Height. The highest operable part of required, the maximum effort to operate the door the telephone shall be within reach range. Tele- may be increased not to exceed IS pounds. phones mounted diagonally in a corner that 6. Construction. The bottom 10 inches of all doors require wheelchair users to reach diagonally shall have the highest operable part no higher thari except automatic and sliding shall have a smooth " 54 inches above the floor. uninterrupted surface to allow the door to be Enclosures. If telephone enclosures are provided, opened by a wheelchair footrest without creating a they may overhang the clear floor space required trap or hazardous condition. Where narrow frame ' within the foiling limits: doors are used, a 10 inch high smooth pan installed on thiiit1riae o. t.,e oor, el shall be Side reach possible: The overhang shall be allow the door to be opened by a wheelchair footrest no greater than 19 inches. The height of the lowest overhanging part shall be equal to or without creating a trap or hazardous condition, Thresholds shall not exceed ½ inch in height. greater than 27 inches. Full-height enclosures: Entrances to full. Where turnstiles are used a door or gate that is accessible to the handicapped shall be provided height enclosures shall be 30 inches minimum. 3, Forward reach required: If the overhang is within 30 feet. greater than 12 inches then the clear width of the enclosure shall be 30 inches minimum; if the clear width of the enclosure is less than H.$4MPS (SEC. 2.3306) . 30 inches then the height of the lowest over- ç,1)The slope of a ramp shall not exceed 1 in 12. hanging part shall be equal to or greater than The top landings on a ramp must be at least 60 27 inches. inches in depth. If a dáor swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the M. SPECIAL OCCUPANCY REQUIREMENTS door. e-k-. v,- 4r 'C)e i,3 The top landing shall have a width not less than its depth. (eok- c&rxie The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramps Q; ) tk-cJie a kue 191 and 18 inches at interior ramps. The bottom landing shall be not less than 72 inches deep. . i - r o, 'cm. dt.oecs. .S, 27l( HA-.3 (Sheet 2 of 2) 0 SUPPLEMENTAL CORRECTION SHEET FOR REQUIREMENTS FOR ACCESS TO_ BUILDINGS BY PHYSICALLY HANDICAPPED PERSONS MANDATED BYTITLE 24 PART2 CALIFORNIA ADMINISTRATIVE CODE (Plans requiru correction as indicated by circled items below before building permit can be issued. Return this correction sheet with corrected plans and identify next to each item the sheet of the plans upon which the correction has been made.) A. WALKS AND SIDEWALKS (SEC. 2-3323) Walks and sidewalks shall have a continuous com- mon surface, not interrupted by steps or by abrupt changes in level exceeding ½ inch, and shall be a minimum of 48 inches in width. Surfaces with a slope of less than 6 percent gradient shall be at least as slip-resistant as that described as a medium salted finish. 03. Surfaces with a slope of 6 percent gradient or greater shall be slip-resistant. 4. Surface cross slopes shall not exceed 14 inch per foot. Walks, sidewalks and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be limited to ½ inch in the direction of traffic flow. ®When the slope in the direction of travel of any walk exceeds I vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. G 1upt changes in level along any accessible route shall not exceed ½ inch. When changes in level do occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding ¼ inch may be vertical. When changes in levels greater than ½ inch are necessary they shall comply with the requirements for curb ramps. Walks shall be provided with a level area not less than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 inches to the side of the strike edge of a door or gate that swings toward the walk. AU walks with continuous gradients shall have level areas at least 5 feet in length at intervals of at least every 400 feet. B. HAZARDS (SEC. 2-3324) I. Warning curbs. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimen- sion, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb is required when a guiderail is provided centered 3 inches (plus or minus one inch) above the surface-of the walk or sidewalk; the walk is 5 percent or less gradient or no adjacent hazard exists.1 2. Overhanging Obstructions: Any obstructions that overhangs a pedestrian's way shall be a, minimum of 80 inches above the walking surface as measured from the bottom of the obstruction. C. PARKING (SEC. 2-7102) 1. The following table establishes the number of handi- capped parking spaces required: Total Number of Number of Handicapped Parking Parking Spaces Spaces Required 1- 40 .......1 41- 80 ........2 81-120 ........ 121.160 .......4 161-300 .......5 301-400 .......6 401.500 .......7 over 500 . . . . . . . I for each 200 additional spaces provided When less than 5 parking spaces are provided, one shall be 141 feet wide and lined to provide a 9 foot parking area and a 5 foot loading and unloading area. 2. Physically handicapped parking spaces shall be lo- cated as near as practical to a primary entrance. If only one space is provided, it shall be 14 feet wide and lined to provide a 9 foot parking area and a 5 foot loading and unloading area. When more than one space is provided in lieu of providing a 14 foot wide space for each parking space, two spaces can be provided within a 23 foot wide area lined to provide a 9 foot parking area on each side of a 5 foot loading and unloading area in the center. The min- imum length of each parking space shall be 18 feet. 3. In each parking area, a bumper or curb shall be pro- vided and located to prevent encroachment of cars over the required width of walkways. Also, the space shall be so located that a handicapped person is not compelled to wheel or walk behind parked cars other - than their own. Pedestrian ways which are accessible to the physi- cally handicapped shall be provided from each such parking space to realted facilities, including curb cuts or ramps as needed. Ramps shall not encroach into any parking spa1e. EXCEPTIONS: 1. Ramps located at the front of physically handicapped parking spaces may encroach into the length of such spaces when such encroachment does not limit a handicapped person's capability to leave or enter their vehicle thus providing equivalent facilitation. (,)Surface slopes of parking spaces for the physically handicapped shall not exceed '/4 inch per foot in any direction. 5. Entrances to and vertical clearances within parking structures shall have a minimun vertical clearance of 8 feet 2 inches where required for accessibility to handicapped parking spaces. D. NITARY FACILITIES (SEC. 2-1711) Where separate facilities are provided for non-handi- capped persons of each sex, separate facilities shall be provided for handicapped persons of each sex also. Where unisex facilities are provided for non- handicapped persons, such unisex facilities shall be provided for the handicapped. Where sanitary facilities are located on accessible floors of a building, they shall be made accessible to the physically handicapped. Passageways leading to sanitary facilities shall have a clear access width as specified in Chapter 33. All doorways leading to such sanitary facilities shall aye: aYA clear unobstructed opening width of 32 inches. A level and clear area for a minimum depth of, 60 inches in the direction of the door swing as measured at right angles to the plane of the door in its closed position, and 44 inches where the door swings away from the level and clear area. ()Multiple accommodation toilet 'facilities shall have he following: a A clear space measured from the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 inches, or a clear space 56 inches by 63 inches in size. Doors other than the door to the handicapped toilet compartment in any position may encroach into this space by not more than 12 inches. b A water closet fixture located in a compartment shall provide a 28 inch wide clear space from a fixture or a 32-inch wide clear space from a wail at one side of the water closet and a 48 inch long clear space in front of the water closet if the compartment has an end opening door (facing the water closet). A 60 inch minimum length clear space shall be provided in a compartment with the door located at the side. Grab bars shall not project more than 3 inches into the clear spaces as specified above. c A water closet compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unobstructed opening width of 32 inches when located at the end and 34 inches when located at the side with the door positioned at an angle of 90 degrees from its closed position. Except for door opening widths and door swings, a clear unobstructed access not less than 44 inches shall be provided to water closet compartments designed for use by the handicapped and the space immediately in front of a water closet compartment shall be not less' that 48 inches as measured at right angles to com- partment door in its closed position. Single accommodation toilet faciliieis shall have the following: There shall be sufficient space in the toilet room for a wheelchair measuring 30 inches wide by 48 inches long to enter the room and permit the door to close. The water closet shall be located in a space which provides a 28 inch wide clear space from a wall at one side and 48 inches of clear space in front of the water closet. In an existing building a single accommodation toilet facility may have the water clost fixture located in a. compartment which provides a clear space of not less than 36 inches wide by 48 inches long in front of the, water closet. Grab bars located on each side, or one side of the 0 back of the physically handicapped toilet stall or compartment shall be securely attached 33 inches above and parallel to the floor. Grab bars at the side shall be at least 42 inches long with the front end positioned 24 inches in front of the water closet stool and grab bars at the back shall be not less than 36 inches long. 'The diameter or width of the gripping surfaces of a grab bar shall be 1'A inch to 1½ inch or the shape shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall, the space be- tween the wall and the grab bars shall be 1½ inches. A clear floor space 30 inches by 48 inches shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accesible route and shall extend into knee and toe space underneath the lavatory. Where urinals are provided, at least one shall have a kl:clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach. E. WATER FOUNTAIN LOCATION (SEC. 2-1712) 1. Where water fountains are provided, they shall be located completely within alcoves, or otherwise positioned so as not to encroach into pedestrian ways. Water fountains shall conform to the following requirements: HA-3 (Sheet 1 of . (a) The alcove in which the water fountain is located 7. Intermediate landings shall be provided at turns and shall be not less than 32 inches in width and 18 whenever, the change in level exceeds 30'inches. inches in depth. (b) The surface of the path of travel at tIn: water 8. Intermediate landings on straight ramps shall have a depth of riot less than S'.6". Intermediate landings fountain shall be textured so that it is clearly on ramps that turn greater than 30 degrees shall be identifiable by a blind person using a cane. The not less than 6 feet in depth. minimum textured area shall extend from the 9. Ramps shall be not less than 4 feet wide. wall supporting the water fountain to 1 foot 10. Ramps serving a primary entrance for an occupant beyond the front edge of the water fountain and load of 300 or more shall be not less than 5 feet shall extend 1 foot beyond each side of the water wide. fountain, or (c) Wing walls shall be provided on each side of the 11. Handrails shall be placed on each side of each ramp and shall extend 12 inches beyond the top and water fountain. The wing walls shall project out bottom of the ramp. from the supporting wall at least as far as the 12. Surfaces of ramps shall be slip resistant. water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a min- imum of 32 inches clear between the wing walls. q5ATER CLOSETS (SEC. P-1502) I . The height of accessible water closets shall be a min. F. DRINKING FOUNTAINS (SEC. P.1507) imum of 17 inches and a maximum of 19 inches The drinking fountain shall be a minimum of 18 measured to the top of the toilet seat. Flush controls inches in depth and there shall be clear and unob- shall be operable by an oscillating handle with a structed spaces under the drinking fountain not less maximum operating force of 3 lb or by a remote than 27 inches in height and 18 inches in depth, the low voltage button. The handle or button shall be depth measurements being taken from the front edge located so they are operable without requiring of the fountain. A side approach drinking fountain excessive body movement. is not acceptable. URINALS (SEC. P.1503) The bubbler shall be activated by a control which is 1. Where urinals are provided at least one elongated easily operated by a handicapped person such as a hand-operated lever type control located within , rim at a maximum of 17 inches above the floor is 6 inches of the front of the fountain, a push bar '.required (2.)Flush controls shall be hand operated, and shall be control along the front of the drinking fountain, etc. The bubbler outlet orifice shall be located mounted no more than 44 inches above the floor. within 6 inches of the front of the drinking fountain LAVATORIES (SEC. P.1504) and shall be within 36 inches of the floor. The water Lavatories shall be mounted with a clearance of at stream from the bubbler shall be substantially least 29 inches from the floor to the bottom of the parallel to the front edge of the drinking fountain, apron with knee clearance under the front lip ex- tending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe clearance G DOORS & HARDWARE (SEC. 2-3301, 3303, 3306) shall be the same width and shall be a minimum of ®All primary entrances to buildings shall be made 17 inches deep from the front of the lavatory. accessible to the handicapped. Hand activated door opening hardware shall be Hot water and drain pipes under lavatories shall be insulated or otherwise covered. There shall be no centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti- sharp or abrasive surfaces under lavatories. S Faucet controls and operating mechanisms shall be 0 vated and winch are in a path of travel, shall be oper- operable with one hand and shall not require tight able with a single effort by lever type hardware, by grasping, pinching or twisting of the wrist. The force panic bars, push-pull activating bars, or other hard- required to activate controls shall be no greater than ware designed to provide passage without requiring 5 lb. Lever-operated, push-type and electronically the ability to grasp the opening hardware. Locked controlled mechanisms are examples of acceptable exit doors shall operate as above in egress direction, designs. Self-dosing valves 'are allowed if the faucet Doors to individual hotel or motel units shall oper- remains open for at least 10 seconds. ate similarly, except that when bolt and unlatching . L TELEPHONES (SEc.2.1713) operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full bow or 1. General. If public telephones are provided, they 11/4 inch (half bow) shall be provided in lieu of lever shall comply with the following: Clear Floor Ground Space. A clear floor or type hardware on the corridor side. Separate dead lock activation on room side of corridor doors in ground space at least 30 inches by 48 inches hotels or motels shall have lever handle or large that allows either a forward or parallel approach. by a person using a wheelchair shall be provided thumb turn in an easily reached location, at telephones. EXCEPTION: Until January 1, 1983, lever type hardware shall be required for new construction Size and Approach. The minimum 'clear floor only. Alterations and additions shall comply ground space required to accommodate a single, beginning January 1, 1983. stationary wheelchair and occupant is 30 inches by 48 inches. The minimum clear floor or ground GWid th and Heights. 1. Every required exit doorway shall be 'of a size as to permit the installation of a space for wheelchairs may be positioned for for- door not less than 3 feet in width and not less than ward or parallel approach to an object. Clear 6 feet, 8 inches in height. When installed in exit ' floor or ground space for wheelchairs may be doorways, exit doors shall be capable of opening at part of the knee space required under some least 90 degrees and shall be so mounted that the clear width of the exitway is not less than 32 inches. objects. Relationship of Maneuvering Clearances' to 4. For hinged doors, the opening width shall be mea- Wheelchair Spaces. One full unobstructed side of ,sured with the door positioned at an angle of 90 the clear floor or ground space for a wheelchair degrees from its closed position. At least one of a shall adjoin another wheelchair clear floor space. pair of doors shall meet this opening width require- If a clear floor space is located in an alcove or ment. Revolving doors shall not be used as a required otherwise confined on all or part of three sides, for the physically handicapped, Qentrance additional maneuvering clearances shall be provided. Maximuns effort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for Surfaces of Wheelchair Spaces. Surfaces of interior doors, such pull or push effort being applied ' wheelchair spaces shall be slip resistant. Bases, at right angles to hinged doors and at the Center enclosures, and fixed seats shall not impede plane of sliding or folding doors. Compensating approaches to telephones by people who use devices or automatic door operators may be utilized to meet the above standards. When fire doors are wheelchairs. Mounting Height. The highest operable part of required, the maximum effort to operate the door the telephone shall be within reach range. Tele- may be increased not to exceed 15 pounds. phones mounted diagonally in a corner that Construction. The bottom 10 inches of all doors require wheelchair users to reach diagonally shall have the highest operable part no higher than except automatic and sliding shall have a smooth 54 inches above the floor. uninterrupted surface to allow the door to be Enclosures. If telephone enclosures are provided, opened by a wheelchair footrest without creating a they may overhang the clear floor space required trap or hazardous condition. Where narrow frame within the foiling limits: doors are used, a10 inch high smooth panel shall be Side reach possible: The 'overhang shall be installed on the"ilIn si e o t e 000rwrmnrwifl allow the door to be opened by a wheelchair footrest no greater than 19 inches. The height of the lowest overhanging part shall be equal to or without creating a trap or hazardous condition, greater than 27 inches. Thresholds shall not exceed ½ inch in height. 9- Full-height enclosures: Entrances to full- Where turnstiles are used a door or gate that is accessible to the handicapped shall be provided height enclosures shall be 30 inches minimum. 3• Forward reach required: If the overhang is within 30 feet. greater than 12 inches then the dear width of the enclosure shall be 30 inches minimum; if the clear width of the enclosure is less than H.MPS (SEC. 2-3306) ' 30 inches then the height of the lowest over- 1. The slope of a ramp shall not exceed 1 in 12. hanging part shall be equal to or greater than - The top landings on a ramp must be at least 60 27 inches, inches in depth. If a door swings Onto a top landing the landing depth shall be not less than 42 inches plus the width of the M. SPECIAL OCCUPANCY REQUIREMENTS door. ou.±eks vi s4 10e a.1* __ec. The top landing shall have a width not less than its depth. ' teck' 12" Lr c2iD(Je rQ The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramps 2( 4€~' tocieJ j j i-k-cm e, p and 18 inches at interior ramps. The bottom landing shall be not less than 72 inches deep. S\1WX)D01% o,Y óokir. rvn. c\cers t7 - 2 'l(') ' : . HA-3 (Sheet 2 of 2) V INIERIJEPARTJV'LEN]IAL iNFORMATION SHEETS U1aI NI J1EERBENI.. BUILDING ADDRESS: A.P.N: - - . C.T. ECELvE DATE:-. - DEC 161g D t . ELANliINiIIEPARIMENI . ZONE: - SCHOOL FEES: SAN DIEGUITO SAN MARCUS_______ ENCINITAS CARLSBAD . . . UNITS REQ'D: . PROVIDED: ., COVERAGE ALLOWED: . •PROVIDED: PARKING SPACES P.EQ'D: . PROVIDED: .. BUILDING HEIGHT REQ'D: PROVIDED: FRONT SETBACK S SIDE -SETBACK REAR SETBACK PROVIDED: RE-DEVELOPMENT APPROVAL REQ' D: LANDSC4PE & IRRIGATION PLAN COMMENTS -Jrt P- JJU ENVIRONMENTAL PROTECTION REQ: 74 ADDITIONAL COMMENTS : .SI1_ I? -. LAJ OK TO-ISSUE:' DATE : OK TO FINAL: DATE: ENGINEERING DEPAR1MENT- 2. . . R.O.W: IMPROVEMENTS: . PUBLIC FACILITIES FEE: SEWER CONNECTION: DRIVEWAY LOCATION(S): S S GRADING PERMIT: I EASEMENTS: DRAINAGE: LEGAL DESCRIPTION: '.-ADDITIONAL COMMENTS: *CHE4IF ENGINEERING INSPECTION REQ'D. ON FINAL: lb OK TO ISSUE: NQ DATE: t-&WI:Wg_ OK TO FINAL:_ DATE:Its 10 . S * IF THIS ITEM IS NOT CHECKED, BUILDING DE1AR]'MENT WILL MAKE FINAL INSPECTION. av S 5 5 S 5 5 7-7 CARLSBAD FIRE DEPARTMENT - e"APPROVED DISAPPROVED PAGE1OF 1275 ELM AVENUE, CARLSBAD,. CA.92008 -. () 13-55 PLAN CHECK II 8?-8 PLAN CHECK REPORT OTHER REF II PROJECT ADDRESS . - ARCHITECT 'd' ADDRESS _______________ PHONE 7350If OWNER .//Ca -.t.-C- ADDRESS . PHONE . OCCUPANCY 132 CONST. TOTAL SQ. FT. ? Z 5 7 STORIES SPRINKLERED 0 TENANT IMP. 7 . APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: . . . Provide one copy of the floor plan(s), site plan, and sheets Storage, dispensing or use of any flammable or combustible liquids, flammable / . liquids, flammable gases andhazardous chemicals shall comply with Uniform Fire Code agkf- )(' 3. Building(s) not approved for high piled combustible stock. Storage in closely I packed piles shall not exceed 15 feet in height, .12 feet on palléts or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock piling is to be done, comply with Uniform Fire Code,Article 81. . Medical gas system(s) shall comply with N.F.P.A.' Standard 56F. Fire extinguishers shall be provided based upon the following criteria: a) 1-2A rated ABC extinguisher foreach sq. ft. or portion thereof ____b) maximum travel distance to an extinguisher of feet c) other: Fire sprinkler system(s) per N.F.P.A. Standard - shall be provided to protect . Dry chemical extinguishing system(s) shall. be installed per N.F.P.A. Standard 96 to protect cooking equipment and exhaust system. ___ 8. Plans of S r1m Ale 01 system(s) shall be approved by the -Fire Department prior to installation of system(s). . . . Show on site plan locations of all nearby proposed or existing hydrants within 200 feet. . Hydrant(s) shall -be provided and located as . /c# ,1i -s y A 4 Show location(s) on site plan. Fire Flow: gpm for hours from hydrants. . Access. for fire apparatus is not adequate.. Provide shall be of hour construction with openings protected with hour assemblies. (; Comply with regulations on attachédsheet(s). . — - Plan Examiner .. Report mailed to architect Met with Date ,,,, Attach to Plans o ,f CARLSBAD FIRE DEPARTMENT PAGE 2 OF PLAN CHECK REPORT PROJECT PLAN 'CHECK Z 20. 22. 7 23. 21+. Drapes and other decorative materials shall be flame retardant. Certification thereof shall'-be provided. Exits, exit lights, fire alarm stations, hose cabinets and extinguisher locations shall not be concealed by decorative material. S Interior finish shall conform with Title California Administrative Code regulations.* Fireplaces and other appliances employing open flames shall have metallic guards. Loose chairs exceeding 299 shall be bonded together in groups of 3 or more.- Storage and janitor closets shall be of one-hour construction with all openings protected with 3/1+ hour self closing and latching assemblies. An approved fire alarm or two-way communication system shall be provided per Title 214, California Administrative Code. An occupant capacity sign, with minimum one inch letters and numbers, shall be posted near main exit ( _squarefeet per person). Exit doors shall be openable from the inside without the-use of .a key or any special knowledge-or effort. A "THIS- DOOR MUST REMAIN UNLOCKED, WHENEVER THE PUBLIC IS PRESENT" sign, with minimum one inch letters, shall be provided adjacent to main exit door_______ "EXIT" signs shall be in block-letters minimum 6 inches high. Luminance on H, face of sign shall be 50 lux. "EXIT" signs shall be electrically illuminated and energized from separate circuits Show on electrical plan(s) One of the above circuits shall be partof the. emergency lighting system. An "EXIT" sign shall- be posted over exit doorS ______ S - - and directional signs located -- - . Show locations on floor plan(s). Approved panic hardware-shall be provided on exit 'doors - - - . Show on door schedule. Corridor - - - - shall be of one-hour construction with door open-- .. ings prot ected with 20 minute self closing and latching assemblies. - - An additional exit door -shall- be provided in. -- per Uniform Building Code, Chapter 33. e&( - 1 sd- - - n Examiner - - - Date NOWAK EULESTER a ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 144"330 DATE PROJECTP SHEET NO / 4 JOB NO C' . _______________ .' . • •. . • . • ... • • • .. I. c7O MA.Ni Z.(( • Ac Ir Dl~•• - - • 'ai) (HLL/O-O V!P-i - ) • •LU- r+L4N, FOOT/ H6 .. . .. ) Ic •< • • A; W. AVC. •ct • • • çoz&: DF-SICI -4A'T°N t.0--' • •• • • • • o- •-;• • • oc -V&TIbN 4n4 • T -a •. . • . • • .. • •• S NOWAKEULMESTER & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS • B'Y T DATE PROJECT 14&r I pt -- SHEET NO a JOB No..J3 — ITI-P1 C-t+-I \,sILL Pi.J e 1' I-ft +-r B tN CC PC2 cfit ______ • • S. • O:4-o3, (f7)(.thc)= t: ft • .kt • •• PL) ia'i)< • • 17 •• • ______ — .• • • L :'.. • • • z: • S • z4 077) \ - c- -___- —LI C. 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JOB PIL -rR 17 7 K. 0-4) 4ax 14 l)L i-V7L4- 4. I2I Iz. PL C fl K. O o7 Ci 4- DL- +1 -.7 + P 1 304 o. -1Ll C lS_1c O (!)(oo4s Tr1- Il"e6 '0 tl ej JZ AX fi -A-cJt - \msjAt..-L PLSNiE o4)C). u %' .-t_ - ----- --. - -- - ,- - - --.. - - - .----- -- ,- -&---- * NOWAK MEULMESTER & ASSOCIATES CONstknqG STRUCrURAi. Et4ERS BYTL DATE _i1:Z PROJECT' - SHEET NO of- - JOB-NO. CA _?aoc i1z ::L c! • e- - ir w. ( c)c 67( 148 e - E1-.T - CS I H# NO ec . 4"r4mmo 141 go •. I c ccg,e ( a..7 (c z + s z-i --L ____ • - • - e-31 €NTR • CS I ë- Lfc1 • 4'( ••• le U •• • •. - CD L c /M2 I 7 02 L—LJA)cTI,QL &4LLOQJ OccuR$ G. bc- 1 + I S LI Fzb x 5LIIJ 24 (ccIk,) ZocO g 3k O3 &'thx IC 5 . . . • . . • . . NOWAKMEULMESTEA-ALLEN-TANIKAWA . ____ • CONSULTING STRIJCJURAL ENGUILEFIS .-- __________________________ I' BY DATE SHEET NO OF ....... ............ JOB NO. . IA t; 10 Jul MN L •' •. ..• . . . •, . c . • • .. : I rTh • .• \. N • .-•• .•• -. '.\S' • ..• II - • _ - q '' . • x -3 I 'I VN L: '. I ' •h ) ' • is • •. . ,• -•• • • - 9 1- • .. L • .1 . Ill • at - • •• • OJ r.1O S. • • :' (•. .NOWAK-MEULM ESTER-ALLEN .TANKAWA CONSULflN3 STRUCTURAL E4G!NEERS BY DATE PROJLU 'T±- s-Er NO. O8NOPT3' Ewe PA&LL_ fn / NOWAK.MEULM EST ER-AL LEN•TAMKAWA ..CONSIJLFING SIlUCTURA1: hr.aGNLFS DAlE PHOJLCI bHE1 NO or -- 'HENZ rzAR Ai A/)k ON VT ,2ô' V2- 9f?- #A-3.. 14c V7z?J fy TZ .V 4~4 Z60 'c - ..p E.'xT T.a • • • .117() Z&\/(k) • • •• ~..A F= k. e Z - •• • I ('/2.& O 4o T ZX. ; — S • - -'-r I D JOG,Y- • S •, )( 2. 3(.Q S • _________________________ 4o - 3 , PT = z4.L; • S '2. ______ ___ ______.•...•. .. ............... . '; (1k • /' WL,t- 2()),c D 2.7 . S 5 .• 5 5 5 •. ( Z 357 __ __ • 5 3 5 • .._ ___ S • • : • . Ixf 2 • • .ilia i re z • 1.3 ji NOWA MEULMESTER ALL EN TAMKAWA • . -CONSULTING S(FIUGTUAAI. ENIHEERS . 8Y_LLJDATELL&.LPROJECT.. SHEET NO. OF JOB NQ 2-/23 AA.Irv• . . . . €LO D.C.fl0 .i . . 42, 3 \lo ( Q. ..'Z NOWAK VM.U[ MSTER & ASSOCIATES -4, Ut-TING fl Rtj•. ijf EN if C[A * BY DATE IZ3, PROJECt PQ Cfl bHEE NO OF - -- 11315,7 ¶r3HIC '1- \I(o)L)(3)(l4--'/19 L S szo EZ7 L'-'r 't/Ql7 GJ,/R zJf4/sL LOAO t%R H/.J-i1f I . )• .14 7 • S3.2 . 7'97 7l iZ p F- 1I4& • : • . . • 4 7 Z''i4 0 Zi St), 17 0 C2. z 8. -i' Z4 0 5 c I7 • . • .. • . . . . . 7 i 4 S II 334I ?-ø // . . . . ("rZ-7 . 4,z-. . OZ(' 3 •. '- ALrL- • . • • . •••. •. ,. • . . • . . . . ., o 'q (o \I/j A. ...MI yz . • Z • • . . STCTI \JiS -IIIMOt1 44 147 TT 73, NOWAK ULMESThR Si ASSOCIATES • coJMJLrGsrnucruHAL uff.ERs __________ BY DATE PHOJLU SnEEl NO 01 - - -- 7 JOB NO -IZ3 DLML - DlNC' PPO ItTl r-46 T'( 94' Y4 0*1 z72 • 20 C27z)(94)2 - - . .. .. .. . . . . . .. [u c) uPPoiC VJPLLS T( 11' )41 (,S)(OO(O34 ()(o S'Yo 047 kI- (° I r1z( 4o' ( 27) (1i)(ooiS)(c (aC c e c- T C- t L)E '1OZ' L)P L-Q. Fi tN- Li'4 TO1L k 7 IL 34GK. o3e jc I /?bLL LIN4E \ 2O S. 1 -7 'j,Z 25 4-4 4. S44 ?S1 (4 Iz4 , IT I CA Cfl'N •• 2- 2 • • • •• •. ••• -°)(4 loon 7( Cac Vff? +ijhd 41 NGT. Ti 1 SL 4 • .t7B .: a19 c5S rI O.I -IS Z 73Z • : F • T • •• • I tHS- vi 9F- T LNc.r4 IC I7 9 o co C) H 3'71.7I IZ4- I2 3 2- I Z-4- 2_4 I(ct '2La - vi - -.-.---t I• 3i 144 Q -• r7A Sg ri 3cn cc3z? v. ILZ L. ) NOWK 1vtiLMLSfH & ASSOCMES CO,SUL Ti!G S Ti £TUR EtlEEFt5 Ooo 8Y DAlE PHJJL.J - biLETt4U L240 -------- job Z a' ( I • L) 0 o o c 007 . bd2 As A pqp 2.2 0. Z . 1 -25 '62 : fz rrM 47 1 257C0 24 3SZ ZI K ii 177 C NOWAK MULSTER & ASSOCIATES CONSULTING SmucrURAL ENGINEERS BY ___ DATE PRW(CT ShEEl NO OF - JOB NOZ[3_ 67 0 jL4 zz (_4 c(7 c 1K d2oo + FL(URE (1 4)Cil i)(ct ci) 4o 4-k. PLA 0011 oiI) )C4(7L S. A LE 2 *1 L — -, :. q. L-D F$a9t-1 pH N-L1NF TThL- At v4c n f \J,LL L-IN I 217 c:I3l I1O _______ -zs- ..Izs_ 17 47C e. 4-1-7 t- Itc: NOWAK.MEULMESTER & ASSOCIATES • . • CONSULTING STRUCTURAL ENGiNEERS • . DATE . SHEET NO. .................. I/.24( 4,. . JOB NO RDD L-N. (AP.rr-c . . •. ÔPCi . R/) •. . • ., CDHPcD tAE -rn . •.. ____________ 4-• S. Xcl r, PpAIrfl. •. . . . No 1 (I •• . 3Z CAP = 2PL S".)Z • 172 'i" 1-7Z-4 L 77-4-" <4 'c&'( 6.?I'- • Iil-4- z • .. . (z)()(i (133) .4-4 :;•- Y- . Z - $(:€ p.s • -2..S iz'1 5%L fV • Pic'i,- &'4- • • As Hco . • ro .HA1CJ+.CAPA.C,rrr • . • . I . • . •.., • 1•• I L.' NOWAK MEULMESTER & ASSOCAThS COtSULrING 31RtjC1tJAL LNGD4EERS ___ DATE PIIUJEC1 T - SHEET Or .... JOB ROBERT PRATER ASSOCIATES Robert P Proter C F 1942-1980 Consulting Soil Foundation 6 Geological Engineers Wm David Hespe8e C.E.- April 13, 1983 274-3C, 5084 Hannah Gillard Company 7656 Formula Place San Diego, California 92126 Attention Mr Paul Josephs -: Re: Palomar Tech Centre• . •. S.. . . .. Carlsbad, California Gentlemen In our report dated March 24, 1983 and from our subsequent meeting held on . .. March 31, 1983 we recommended that in order to provide adequate bearing support for footings located adjacent to trenches, the footings should have their bearing surfaces. situated below an imaginary 1 horizontal to 1 vertical plane • . projected upward from the adjacent edge of the trench bottom. . In a letter . . dated April 5, 1983 from ,Helix Engineering Service, reference is made to the bottom of the pipe and to an area above the actual pipe location. Based on our . review of the field notes from Helix Engineering Service and our field .repre- sentative's determination of the fire line trench bottom depths for the areas in conflict, the.. following table was derived for the additional depth o.: . . footings required: . . .. .. .. . ... . . . . .5 .5 Building No.. . Additional Depth of Footing . 2 .. .,:. . 2.0' . 5. (front), 2 8' (rear) 6 : . . . 2.7' (front), 2.2' (rear) . 7 2.91 (front), 1 9' (rear) Since astepped footing excavation would require additional concrete, a tapered bottom grade for the footing could be excavated. .. . . . . . ... ..... Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied If you have any questions, please call Very truly yours, . .. . . •. . . . . . . R9$ERT PRATER ASSOCIATES • . . J ~Ap'oer"~~,R'0'000~C4E No. 22,385 . . . •; . . . . JLB:Is . . . . .• . . . . . .5 . . . . . Copies: Addressee (3) . . • . . . . . . . . ..• . • .. .. - Brown Leary, Attn: Mr. Bob.Fink (2) . • • .. . : Helix Engineering Service, Att n : Mr. Frank Finney (1) . . . . 10505 Roselle Street. Son Diego, California 92121 619 453.505 .• . . . . .. .5.. IN01ITVD 'CIVEI LIOdIY Y1i0Td ' .'1Yd ONIY3 rIg. XId03 YILSflUI QSOdOid N0LLV5I1LSaANI niios AVNI;,I'Iad 0 -- -f-: - :c-tt : •• ••0• - • •• .-_; --•-o -7 0 0_)•••• - -•*• ' - . •'•-.•., -V... 4± -• -,•--.. 415 0-i .-. ...... 00 lit - -• - 0 . - , - 2 -.-- -. r , 14C .)7 • -: - s r 4V. •- - -- - - - .- -_-. C• 0•• -- ----".•-- 4• - 0-'- ---- - -.- -0- '- —s .t_- —; •: - -. - 0 - -••--..-; 4 -.4...:) - - • -: -..- .:-:--.::t-. 4 ;:- ----- •.-- - - — - - j.-- T ':--..--.:--,--.-.'- - - '-•• -c--. . ••. '-•. 0---- - 0 0 F V. -. ..-- -.1. -•-.•_ - - -.- Sod Tests Perc Tests Parcel Maps Grading Plans MALCOLM VINJE Civil Enineer C)1.; : TABLE OF CONTENTS Pace GEaRAL ThFORI'LATION 1 PURPOSE OF. INVESTIGATION FI2D ThVESTIGATIO? 1 Surface Coxlitions 1 Test Pits C. Subsurface C.onditions . . . . . . - 2 IV., TESTS AND RESULTS 3 Grain Size Analyses 3 Density Tests . •0 ... .... 0• pansion Tests Direct Shear Test 5 V. BEARING CAPACITY 6 V.I.CONCLUSIONS and ROM?JATIONS 6 & 7 VII. RE'ERE2CE 7 APPENDIX . 0 Plate. Plot Plan 1 : Log of Test Pits • . • . 0 0 . ?.to 13 0 0 Specifications for Construction of Controlled Fills Unified Soil Classification Chart PRELDLThARY SOIL INVESTIGATION PROPOSED. INDUSTRIAL COPLEX .. EL CAMINO REAL & PALOMAR. AIRPORT ROAD CAR AD, CALIFORNIA I GENERAL INFORMATION A preliminary soil investigation has been completed for the proposed Industrial C,dmplex legally described as a portion ofLot .B, Rancho Aqua Hedionda, City of Carlsbad, according to Map No. 823, County Cf San Diego, State of Ca1ifornia . . . .;. . ... . It isunderstood the land will be used for two pa" for one and two- story :concte tilt-up industrial -structures.- The foundations, will use : continuous concrete footings with concrete slabs on the ground. The maximum cuts and fills will be in the order of 25 feet. a 10 feet respectively 0 . II. PURPOSE OF INVESTIGATION . . . . . The purpose of this investigation is to determine the following: 1 - the existing soil conditions,- . 2 - the presence and effectof any expansive soil and. existing fill, .3 - the, allowable soil bearing pressures, . . . . 4 - the jresenc& of near surface' bedrock, . .5 - the stability Of the -proposed s1opes, . . '6 .- any. geologic problems, . . . . .. ' 7. - any construction problems that can be anticipated, and to make appropriate foundation recommerxlations. III. FIELD BWES'rIGATION A.. SurfaceCondItions The subJect site is a regularly shaped parcl of approximately 48 acres whose shape and layout isshow on Plate 1 (from the site develop- ment and grading plan, by North County Suxveying, Escondido, Dated November 79' 1977).. The topography is ixegu1ar, eñerally sloping towards the north '- andest. 5' - MV ENGINEERI'N, INC. , . 476 W.'VERMONT AVE.1 SUITE 102 ESCOND!DO, CA 92025 743-1214/727-1818 SOILS TESTING ' - PERC TEST - PARCEL MAPS , - GRADING PLANS- C 2 The land is presently not in use. An area of loose fill which has been placed in 'a canyon to create .4. level area is indicated on Plate 1... The site is generally covered with vegetation and there were ho man-made structures observed which would hinder grading. A review of the geologic literature indicates that the site is in a relatively stable area. for Southern Calif orriiá The nearest active fault is the Elsinore favlt approximately 25 miles to the east. No faults, slides or other obvious geologic hazards were noted during the investigation. Test Pits F Twelve exploratory test pits were dug with a backhoe on October 19, -r 1978 at the approximate locations indicated on Plate 1. Samples of the soils excavated were obtained for laboratory analyses., The soils were visually classified by field identification procedure in accordance with the Unified Soil Classification. A simplified version of the Unified Soil Class- ification is included in the Appendix, Continuous logs of the soils encountered in the test pits here recorded in the field. The logs of the test pits shown on Plates .2 to 1) are t.sed on the field logs, on ir.spection of the samples and on the laboratory test results. Subsurface-Conditton.s : The eastern portion consists of approximately eight feet of decomposed 0 0 granite underlain by bedrock. In the area, the existing fill consists of rock and top- soil from a previous mining operation. The western portion consisted 71 of two to three feet of alluvial brown sand with heavy clay that is uride1ainF by an alluvial tan sand also with heavy clay. MV ENGINEERING, INC. 476W. VERMONT AVE., SUITE 102 ESCONbIDO, CA 92025 743-1214/727-1818 SOILS TESTING PEC TEST PARCEL MAPS 0 GRADING PLANS 4. .3. The bckhoe dug to depths, as indicated on the logs, at w.hich it had difficu.lty digging or was unable to dig. Experience indicates that a D9 bulldozer can rip this material at least a few feet deeper unless iso- lated boulders are encountered, There were essentially four soil types 1.sed on similar engineering .properties as described on the logs which were encountered during the in- vestigation. The four soil, types are referred tólatér in the report, as Soil Type 1, Soil Type 2, Soil Type 3 and Soil Type lh, Soil Type Soil Description Unified Soil Classification 1 Tan.Siity Sandy 'Decomposed Granite SW 2 Dark Brown Silty Sary Loam SM 3 Brown Tan Silty Sandy Loamy/Heavy Clay . , . SC 4 Tan Silty Sandy. Loam/Heavy Clay - . . Sc IV. TEST AND RESULTS A. Grain Size Analyses Four grain size analyses were performed on questionable soils encountered according to ASTM D422-63 for classification purposes and as a guide for general S erineering properties, The test results follows •' Soil , Percent Passing U.S.'. -Standard Sieve Unified Soil Location Type 4 10 40 100 . 200 Classification TF 5 . 2' . 2 93 79 43 27 - 20 - SM 'r 6 c 7' 2 . 100 76 33 18 . 12 SM . TP8 l' -3 100 . . 93 - 76 ,. 66 58 .. SC -. TP 9 0 34' . 4 100 -. 98 78 62 48 SC B. Density Tests 1 - Laboratory Compaction . . .• -. Four laboratory compaction, tests were made on-Soil Types 1,2,3 and 4 MV ENGINEERING, INC. - 476 W. VERMONT AVE., SUITE 102 ESCONDIDO, CA 92025 743-1214/727-1818 SOILS TESTING . . PERC TEST PARCEL MAPS .. ' • . - • GRADING PLANS 4 to determine the maximum dry densities and optiiinum moisture contents as specified by AST1.11 D1557-OT (Method A). This, test uses the minus #4 sieve soil in a 14 inch diameter 4 'inch high. cr1indericä1 mold. The sample is formed with a 10 pound hammer fal1ing 18 inches for 25 blows On each of five layers. LABCRATORY C0tPACT0N ' Soil Maximum Dry.'Optimum Noisture, Location Type Density •. •% 'TP5'.2' 2 130.0 •• 9.7 TP 6c .7k' 1 127.5 9.9 TP '8 @ 2' 3 120.9 15.6 TP 9@.3' 4 105.0 20.0 TP- Test Pit . These results may be used during the grading. 2 - Field Density Tests ., Two' field density tests were taken at selected locations to determine the natural conditions of moisture and density. The tests were performed according to ASTM D1556-649 the sand cone thethod. Dirct lrieasurements of . moisture and' density were also made' on paraffin coated undisturbed samples by the water displacement method.. The ratio of the field dry density to the laboratory max imum dry density is defined as the. relative compaction. These results are presented on the logs, Plates 2 to 130 ( C. ENpansion Tests -. Two expansion tests we±'e performed on Soil 'Types 3. and k, the clayey soil, 'which maybe found near final grade to determine if these materials would tonstitute a structtiral hazard to the buildings. The test was performed on 2 inch diameter 1 inch high undisturbed ring samples. All samples were MV ENGINEERING, INC. ,. •, '' 476 W. VERMONT AVE., SUITE 102 ESCONDIDOCA 92025 743-i214/727-1818 SOILS TESTING . • • • , PERC TEST • • PARCEL MAPS • • GRADING PLANS 5 loaded with 1 psi, instrwnented, and allowed, to air dry. After shrinkage has ceased, distilled water was applied and the exp.nsion was recorded as a percentage of the air dried height. The results follow Soil Initial Condition, Air Dry. . Saturated :. Location . Type w r . W if w ' Ex'oansion ,T? 8 @ 1*' 3 . 17.6 108.8 4,7' 114.8 . 19.5 108.6 . ,5.7 T? 9 c 4'. •Lf 12.5 1.5 2.7 106,11. 25.1 99.7 6.' w. = Moisture Coritent.(%). . 4' = Dry Density (pcf)' This indicates that the soiIay be classified as.highly expansive." D. Direct Shear Test . . A direct shear , test was performed on 'samples of Soil Types 1 and 3, the mate'rial . in which the footings. will' be 'fóuMed, for strength parameters in the bearing capacity calculation. Three specimens of this soil were prepared by. remolding the, soil 2j- inch diameter .l inch high rings to the inpiace conditions of moisture and. 'density. ' The specimens were loaded with normal loads of -5,1'0 and 1.5 KSF respectively and sheared to failure in uthráined shear. The results follow:, , , •' . , DTRECT 'SPEAR TT . , • .. . . . . . Angle of ' . Apparent Unit Soil ' •, Internal Cohesion' LocatIon 'rype • Density . Fricticn (0)' . (psf) " TP 7 • :'. 115 , . : :340 TP'lO @ 1 • 3 ' " °9 23. •: 550 V. 'BEARB'G CAPACITY. . . .. . . The values of internal friction and apparent cohesion derived from the direct shear test was used' in the TerzaghiFornuia in accordance with -the • procedure out:Lined in Reference 1, Page 170, to compute the allowable bearing capacity. •' ' ' . . . ' MV ENGINEERING, INC. W. VERMONT AVE.,SUITE 102 ' ESCONDIDO, CA 9205 743-1214/727•1818 SOILS TESTING , PERC TEST , . • PARCEL MAPS • , GRADING PLANS 6' , t_• .. .- - - - '1 Terzaghi Formula: Bearing Capacity = 2/3cN' + (D'q + - 'B Assumptions: S Depth of Footing, Df, = 1.0' Width of Continuous Footing, B 1.0' N'c9 N'qPNt diension1èssparámeter.found from Fig..75, Ref .'l Factor:ofSafety - 3., ALLOWABLE BEARING CAPACITY - Soil Type Soil Description Bearing Capacity,(per) 1 Tan Sa:ndy Silty Decomposed Granite. -5200 3 Brown Tan Sandy Silty Loam/Heavy Clay 1815 VI. CONCLUSIONS AND REOMNENDATI0NS S - 1 - It is recommended that all grading and the preparation of native soil be done in accoriancé with the enclosed "Specifications for. Construction -. of Controlled Fills" except if superseded by the following recommendations. Any septic, tanks or large buried objects encourtered duiing grading should be excavated and the voids filled with compacted -soil. . . :• 2 - Due. to.the .twc distinct soil provinces,'expan.sive soils on the west and decomposed granite on the east, it is recommended that the expansive V soils be placd a minimun of 2.5 feet below finish grade and capped with 2.5 feet of decomposed granite to minim...ethe possibility of structural damage due to. the expansive nature of the clay. 3 - The existing fill area if not removed and replaced in accorthnce with the specifications enclosed in this 'report' shall not -be used for - . structural purpose. In its present condition, it is suitable for equipment storage. is MV ENGINEERING INC. , - 476 W. VERMONT AVE., SUITE 102 ESCONDIDO, CA 92025 743-121'4/727-1818' SOILS TESTING - PERC TEST . . PARCEL MAPS - - • GRADING PLANS 7 - Where the daylite line transects the industrial pads and the cut portion is-hard rock,. the cut portion should be excavated and recompacted to a depth of two feet to achieve density compatibilityand reduce the possibility pf differential settlement. This will also make the trenches easier todig, . 5 - Design slope ratios for l (horizontal): s (vertical) for cuts and 2 ; 1 for fills. : •. . . 6 - The soi1s'testsand theoretical calculations indicate an allowable bearing capacty of 1815 and 5200 PSF. Experienceland good engineeririg pictice would limit this to 1500 and. 3000 respectively. ,. . 7 -.Direct and maintain drainage away from the foundations. . 8 - There were no obvious, geologic hazards or unusual- soil conditions : detected during the investigation which would preclude development of the site,,'- - - as described herein.: 9 -- If soils othe± than those described in this report are encountex'ed during the grading or if imported material is used, additional tests will be required to ascertain their engineering properties. VII. RECL S - Terchi and Peck, "Soil Mechanics in Engineering Practice" - - - John Wiley &.So, N.Y. 19. • . . .- - - . - . . .. . Respectfully submitted . - - -, - - • • - . - MvENGD:EERD;c,-r;c. - - • - • • - - • • • • : - RCE 25115 MV ENGINEERING, INC. • 476 W. VERMONT AVE., SUITE 102 ESCONDIDO, CA 92025 743-1214/727-1818 SOILS TESTING PERC TEST - PARCEL MAPS • GRADING PLANS • ;-. ... .. ..-. 5 _1. -.• ... _:i __--_ :_ _•• - __. . 476 W VERMONT JOB Z- klilu ESCONDbO1CA .92025 RA H t VINJE SHEET: MAP .,. . .. H . I SfT- -Ti __-1-•- . S LI) . • S • . CARL .• • : • iio i 31z' AD Sjo co f) S S . . . ,. • •5 . 5 . . S • • \ ••• - •\\ o \ Ho\ r / .•'•'•••\•. \• / • / S • I S 2t4t, S • - • .5 • S OWNER ••. • • •• 5 5 . LEGAL • •SS • S • LEGENDIS :••1D 4- . 5 •; • •i 1E51 .P.fl L.NLAVI- IA R. • S AA __- ' ,) ..(1VOAkL 1I8 rL7 MV ENGINEERIN J INC. Y69 LOG OF BORING BORING NO. '.• 2 . -• ELEVATION • 310. . . . z • 3. SAMPLING . .. * .. z METHOD BACKHOE ____ ____ • : • Tan Sandy Silty Decomposed Granite sa 126 115.1 4. • .• • • • • 5 _____ Soil Type 1 • • Bottomofit .• • '• •' -- . • • 0 I • I I, I • • • 10* '0 • • 0• 0 I-- • 0 • I • 0 • '0 - • • 0 •• I • • - I I •, - I , 0 I M101, -ROAD `25115 _ 0 - I 727-1618 a7 -kv ENG'NEERN G Linda ViI0 Drive I. I • Son Morco, Calif. 92069 - 74 4-I8I6 LOG OF BORING BORING NO.,- - ELEVATION 305 - .2 SAMPLING • METHOD BACICHOE to X 0 1— Dark Brown Silty Say Loa thi 7.8 101.2 77.8 -Soil -Type 2 111111 - Tan Silty Sandy. Dec'oinposed Granite. • '.Soil' 1 - :- :- Type 1 ffl 4— Dark Brown Silty' Sandy Loam, Fill, • Rocks 3' Floaters • 5 0 ,: 6—'- 0 •' • .' SM 7— ' Bottom of Pit 0 - • - - 0 ' - ' - 0 0 0 1 ' ' , ' - RIA 1sh,.of 0 - 0 - PR0P0S} INflUSTRIAL COLEX - • ' 0 ' Job: 13071 Viflv FL CATh0 R--,:AL & DAL0IJ R ATRPOM'RD 251 L1% MV 727-1818 ENGINEERING, IN. C riv* cc 09 LOG OF BORING z BORING NO ELEVATION 310 2 SAMPLING z - METHOD Ctj 2 0. 1_a 2- 4.7 107.9 83.3 I. Existing Fill 5 Soil Type 2 - Refusal (native) : - S. .5 ... .. •- • .• .• . • S. - • .. . S -. •• r -. • .5 . •• . S. S S * .5 - - r • • S. • _ ••w S •• • • S - • %. t. * SS • S • - .. -. -- • -Sf • S S • - S S • V RC S 'D rDUSiJAL COMPLEX ' _1sh,..oLL1 _L Ctd I1O L PALOLAR AIRPOT 0A RU - S S ____ - . ......---.•._.._.________5______ S _L._...._____-.• ._•... . .-- S S ...- 5----- -5----- V -- ': MV ENGINEERING, INC.Son Morco's, Calif. 92069 74A-1818 LOG OF BORING z V BORING NO.. (z ELEVATION. .322 V co 2 . ...-- . SAMPLING x . METHOD BAC}i0E 9v. V Dark Brown Silty Say LOarnL Ffl:.. -• V. F1 . • V SC / '5.0 121,9 a.... - Soil Type 2.. V Tan Silty Sandy Decomposed Granite V Soil Type 1 V , V Refusal .• . ' • • ' 5 V • V V V . ', V V - V - V • V V 9 9 PROPOCD ThD31RIAL COPLEX Job ;1307 11/17 co J V LCAMINO RiAI&pAL:AR AIRLO!( ROAD 2511 - •- - -• I I 1 1 650 Linda VjIo Drive 92069 -?27-1B18 - • Son MOrCOS, Calif. 1 744-I88 LOG OF BORING BORING NO 6 - ELEVATION • .32-5 I 2 - -• 0 SAMPLING Os • .METHOD ' 4.BAC}00E. - 0••• &)U.11_ •••• p Soil Type - OAD 2.8 150.5 5.8 122.8 Soil Te 1 yp liii Refusal - • 0 *0' _1 0 0 • -:•. • • • . - • - •• * -• . 0 •• •0. 41 S - 0-S - 2 • 0 - .-: •' . 0 - 0• . 0 0 • 5, --k -- 0_ - ,• I 0.• • • I p 2 _'.• - 0• - -p 0 . - 0 - . • 05, • - 0 -I ' '• - 0 • - • . - 0 • - 1 • - - • -S • • - - -. - •0 • 10 100 -. ___ ____ ____ F}0P050 INDUSTRIAL COMPLEX 0 • EL CAI'r 0 REAL '& tALOARAThPOJtTQAD 25115 -i I*v1 E'GIEERWG J 650 Lir,do Viito Drive tvt 18 . Son Morcos, Calif..92069 LOG OF BORING BORING NO..'- 7 ELEVATION 365 co 0-4 • - SAMPLING x 0.4 .. METHOD-.S.. BACKHOE park Brown Sandy Silty Loam Soil Tpe2 47 104.8 Tan Sandy Silty Decomposed Granite 2 Dense 3— /\ c: 2.0 146.3 4 ____ Soil Ty-pel - Lii Refusal 5- 77, - fl'POSED II DUIAL C0IflLEX ID,41 111 k13 L CANThO RiAL& PALOMAR A IRPORI lAD 25115 65OLiro V,Dr MV ENGINEERING, INC. LOG OF BORING - BORING NO 8 ELEVATION 280 A4 SAMPLING METHOD . ACK]1OE pl-4 1100 Soil Type 3 11.4 110.7 123.7 Soil Type 2' Bottom of Pit PROPOSED DDU3FRIAL C0FUL( Job 13071 J/17 f Lj - EL CAMD0 RAL & PALOItAR AIRPORT ROAD 4.'7 25115 I LtA7 MV ENGINEERINÔINC. 165 Son 0 oVo Drw Mer,cos, Calif. 92069 1744-1818 LOG OF BORING BORING NO. - 9 ELEVATION, 300 . . S SAMPLING S. •;. • • METHOD'BAC}O-IOE ..: . __ __ -. o C) -- ) -- Brown Tan Sandy Silty Loam/Heavy Clay 2— --- Soil Type 3 Tan Sandy Silty Loam/Heavy Clay - fl . 17.1 102.2 ]2,5 1O45' ,• • .. . = . . SM • - 17.6 107.6 -A.. 8 :z A * Soil Type Bottom.of Pit • .. ii - - - S - • . S • . F - S. . 5,,- I, •' • • . - - •• . -. • H - • .4 . - - S - PR0POS) DDUSTRI.AL COPLEX - EL CAflTh0 RCAL & PAL0AR AIRPORT iJAD P10E 2511 Mon ---- Lk.7 MV ENGNEER!NG, 1650 Llr4o INC. Son'm arc as, Vista Drive Calif. 92 069 744.-1818 OF.BORING- ., - - LOG- V BORING NO - 10 i.0.4 V • ELEVATION. 270 V - -SAM PLING. V. X . - METHOD . •:.. BAC}GiOE :V V V• V V - -: V 15•6 90.1 - V VV rV V 3-.- - _____ V Soil Type 3 5- 11.7 130.9 8- 9...- SoilTypeLl. - V V .V, V V V V :V V • V V V V VV V V V •V• V V V V - - • - V V V V V V •• V - - V • V V -V • • V. V . V - . V V V - - V V V• •V VV • - - VV VV V V -- I - - V - V,• V V V!V V - • V V V . - •• - • • V V V - . V • V • V. V -, - V V • V flURIALC0PLEX • Ski 110113 V V _ - 1Job 1307 lDotrg.Ld I EL CAMLNO REAL & PALOMAR AIRPORT ROAD-i _______________ €25115 MV 65OLjdo ENGINEERING, INC. Vista 2 :LOG OF_BORING . BORING NO. .11 - • LEVATION 285 2 SAMPLING • - METHOD . C) • ,S9 13,6 107,2 2-.- - Soil Type 3 / • Tan Silty Sandy Loam/Heavy Clay : 3- -4- 5- • •• :0. • • A • ____ '• Soil Type k - 2.5 99.2 Bottorti of Pit - • 0 • ?R0POSD INDUSTRIAL COMPLEX • RMV EL CAMINO REAL & PALOMAR AIRPORT ROAD 0 S • • GENERAL DESCRIPTION The construction of controlled fills shall consist of an adequate preliminary soil investigation, clearing, removal of existing structures and foundations, preparation of land to be filled, excavation of eart]i and rock from cut area, compaction and control, of the fill, and all other work necessary to complete the grading of the filled areas to conform with the lines, grades, and slopes as shown on the accepted plans CLEARING AND PREPARATION OF AREAS TO BE FILLED A All fill control projects shall have a'-preliminary soil investigation or a visual examination, depending upon the nature of the job, by a qualified soil engineer prior to grading B All timber, trees, brush, vegetation, and other rubbish shall be removed, piled and burned or otherwise 'disposed of to leave the prepared areas with a finished appearance, free from unsightly debris C Any soft, swampy or otherwise unsuitable areas shall be corrected by drainage or removal of compressible material, or both, to the depths indicated on the, plans or as directed by the soil engineer D The natural ground which is determined to be satisfactory for the support of the filled ground shall then be plowed or scarified to. a depth of 'at least 'six inches '(611) or deeper as specified by the soil engineer, and until the surface is free from ruts, hummocks, or other uneven features which would tend to prevent uniform compaction by the equip- ment to be used. • • • • • • • E No fill shall be placed until the prepared native ground has been approved by the soil engineer F Where fills are made on hillsides with slopes greater than 5 (horizontal) to :l (vertical), horizontal benches shall be cut into firm, undisturbed, natural ground at the elevation of the toe stake. The soil engineer shall determine the • •' width and frequency of all succeeding benches, which will vary with the soil conditions and the steepness of slope After the natural ground has been prepared, it shall be brought to the'proper moisture content and compacted to not less. than 90% of maximum density, 'ASTM D1557-64T. Expansive soils may require special compaction specifica- tions as directed ,n the preliminary soil investigation by the soil engineer. . . The cut portions of building pads in which rock-like . material exists may require excavation and recoinpaction for density compatibility with the fill as directed by . the soil engineer. . . MATERIALS: The fill soils shall consist of select materials, graded so that at least 40 percent of the material passes the No. 4 sieve. The material may be obtained from the excavation, a borrow pit, or by mixing soils from one or more sources. The material used, shall be free from vegetable matter and other deleterious substances, and shall not contain rocks or lumps greater than six inches (6") in diameter. If excessive vege- tation, rocks or soils with unacceptable physical character- istics are encountered, these materials shall be disposed of in waste areas designated on the plans or as directed by the soil engineer. If soils are encountered during the grading operation which were not reported in'the preliminary -soil investigation, further testing will be required to ascertain their engineering properties. Any special treatment recom- mended in the preliminary or subsequeht soil reports no covered herein shall beôome an addendum to. these specifications. No material* of a perishable, spongy or otherwise unstable nature shall be used in the fills. . PLACING, SPREADING AND -COMPACTING FILL MATERIAL - The selected fill material shall be placed in layers which.. shall not exceed six inches (6") when compacted. Each layer shall be'spread evenly and shall be thoroughly blade-mixed during the spreading to insure uniformity of material and moisture in each layer. When the moisture content of the fill material is below that specified 'by the soil engineer, water shall be added until the moisture content is near optimum -as determined by the soil* engineer to assure thorough bonding duting the compacting process. • ' , , • • • I -2- When the moisture content of the fill material is above that specified by the soil engineer, the fill material shall be aerated by blading and sôarifyi.ng or other 'satis- factorymethods until the moisture content is near optimum as determined by the soil engineer . After each, layer 'has been placed, mixed and spread' evenly, it shall be thoroughly compacted to not less than the spec- ified maximum density in accordance with STM D1557-64T Compaction shall be by means -of tamping or .sheepsfoot rollers, multiple-wheel' pneumatic-tired rollers, or other types of rollers Rollers shall be of such design that they will be able to compact the fill to the specified density. Rolling of each layer ,shall be continuous over its entire area and the:,1oller shall make sufficient passes to obtain the desired density. The entire area to be filled' shall 'be,compacted :to the, specified density. 'Fill 'Slopes shall be compacted by means of .sheepsfoo't rollers or other suitable equipment Compaction operations shall be continued until the slopes are, stable but not too dense for planting and until there, 'is no appreciable amount of loose soil on the slopes.. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of three to five feet (31 - 5') in elevation gain or by other methods producing satisfactory results Field density, tests shall be made by the soil engineer for Approximately each foot in elevation gain, after compaction, but not to exceed two feet in vertical height between tests. The location of the tests in plan shall be spaced to give the best possible coverage and shall be taken no farther than 100 feet apart Tests shall be taken on corner and terrace lots for each two feet (2') in elevation gain The soil 'engineer may take additional tests as considered neces- sary to check on the uniformity of compaction. Where sheeps- foot rollers ar,e•used, the tests shall be taken in the compacted material below the disturbed surface. No addi- tional layers of fill shall be spread until the field density tests indicate that the specified density has been obtained. , G The fill operation shall be continued in six-inch (6") compacted layers, as specified'above, until the fill has been brought to the finished slopes and grades as shown on the accepted plans. SUPERVISION 1 UNIFIED SOIL CLASSIFICATION Group .' Identifying Criteria Symbol Soil Description I. COARSE GRAINED. (more than 50% larger .tha ' #200 sieve) ' •: . Gravels (more than 50% GW Gravel, well'-'9 rad6d gravel- larger than H sieve . sand mixture,. little or no but smaller :than 3") ... fines. Non-plastic . . . . . . GP . Gravel, pOorly.graded, gravel- sand 'rnixture, little or no fines. GM . Gravel, silty, poorly graded., gravel-sand-silt mixtures. GC. Gravel, clayey,. poorly gràdéd, •gravel-sànd-ciay. mixtures. Sands (more than 50% SW Sand, well-graded, gravelly smaller than #4 sieve) s'a1nds, little or no fines. . Non-plastic . . . . SP Sand,. poorly graded, 'gravelly . . " .. . . • 'sands, little or.no fines. : ' SM I Sand, silty, poorly graded,' . . . . S sand-silt mixtures. S . • •• SC Sand, clayey, 'poorly. graded, sand-clay mixtures. I. FINE GRAINED. '(more than . ' • 50%. smaller than #200 . . • S • •' sieve) • • •, S • - 'S • .• " • Liquid Limit less' than-. ML Silt, Inorganic silt and .. 50 • S • S fine sand, sandy silt or ' ' .' . • : • - clayey-silt-sánd mixtures S , , •• ' .ith slight platicity.. ' S CL Clay, inorganic clays of • low to medium plasticity,- S ' • ' S , 5 . • gravelly clays, sandy clays, S S • ' ' S • , ' , -silty clays, lean clays. • S II FINE GRAINED - con't Liquid Limit greater, OL Silt, organic, silts and than .50 , '' ' . organic silt-clays of 1oi plasticity. MH Silt, inorganic,' silts ... : . . 0 rni.caceous or dictomaceous . . . .' fie,'sandyr'silty soils',. elastic silts CH Clay, inorganic, clays of medium to high plasticity, fat, clays.. .. , . . .. . OH Clay, organic, clays of medium to high plasticity 11 HIGHLY ORGANIC' SOILS -. PT ., Peat, other highly' organic 'O - .: • . • , 0 , , , .. 0 swamp. soils. . . I- Ll~~s