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2281 LAS PALMAS DR; ; 81-129; Permit
- I - USE BALL POINT PEN ONLY & PRESS HARD • APPLICANT TALFILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. : - ,.(1-hereby affirm that'l am i(cenaed under - o provisions. of Chapter. 9 (commencing with - Section 7000) of Division '3 of the Business ir4 *and Professions Code, and my license lain .(, full force and effect. Lic. No. ___________ Class - - — ;t1.tt Jr thereby affirm that lam exempt from the Con- tractor's License Law for the following reason. (Sec.. 170315 Business and Professions Code: Any City or , county,whiCh requires'a permit ,lo ,construct - alter, jmprove, demolish, or repair y structure, prior to its issuance also requires the applicant for such permit to files-signed statement that he is - licensed pursuant to the provisions of the-Con- - tractor's License Law (Chapter 9 commencing with, , Section 7000 01 Division 3 of the Business and Pro- - fessions Code)or that is exempt therefrom and the. basis for the alleged exemption. Any violation 01 Section 7031.5 by an applicant for a permit subjects - trw applicant to a civil penalty of not more than five hundred dollars ($500).LU . ' 0 i, as'ovnee Of, 14 proprty, 'ri;eioéesh .5 wilhwages as-their sole compensation, will do the wore, and the strutureis not intended or offered for sate (Sec: 7044, Business and Professiohs Code: IaJ ' The Contractor's- License Law dOes not apply loan Z 'owner of,propertwho builds or improves thereon 39 and who does such work himself or through his own 0 ' employees provided that such improvements are - not intended 'om, offered for sale It. however, the - * . • 'building or, improvement is sold within one year of - - '1,completion. the owner-builder will have the burden C - • - - 01 proving that re didnol build or improve for the, - - purpose of . -\. w safe( -?--- •. -. - - I,' as 'oner Of lhe'property, am exclusively - contracting with licensed contractors to construct ' --the -project (Sec.' 7044, Business and Professions - 'Code: The Contractor's license Law does not apply ,.", - to an owner,of.property who builds or improves.-. 4 thereon, and who contracts for each projects with a -a contractor(s) license pursuant to Ihe.Confractor's - , 't • -License,.aw(,- -'. - 7, 0 '" 0 lamexernptunderSec.- ' - for this reason - * • , •- '!" ' / ' " -__-x•' i .•- k \ , . - -- . - 0 I hereby affirm that I ha'ae-a)ertiIi(M'ot consent • - ".(.IO sélt-insu'rè, on a certi cute of Wortiers'. - Compensation Insurance. Or y Iii cOpy Ihyreof (Sec 3800 Labor Code) .z - POLICY NO - — r 2 copv -in 0-Copy is tiled with the - . -:' ' C .'. UI * 0 Certified copy is hereby furnished.' - ...'n •,. - ., ,;• - CERTICATE OF EXEMPTION. FROM a-' - WORKERS' COMPENSATION INSURANCE - (This section need not be completed if the permit. ir - is for one hundred dollars ($100) or less) Lu . 0 I. certify that in the performance of th'' worti tor' - 0 • which this permit is issued. Ishall not employ any - ,- person in any manner so as to become subject to - - -v the Wolirers' Compensation Laws of California. - . Ct._ C)' - ".' ' - ' - NOTICE TO APPLICANT: If, alter ma4in3 this Cerli- -- - ficate,of Exemption, you should become subject t' the Worters' Compensation provisions Of the Labor Code, you must 'forthwith - comply with such r Provisions or this permit shall be deemed revoked. --'...- 'h --_ -. ' F"DI hereby affirm that them 'isa consIruC0n - I -lending agency ton the performance of the won. to, LAJ-. which this De_rmit is ssued (Sec. 3097. Civil Code). -- Lu I ' 'Lender's Name - - - '1•i. - -w- - Lender's Address If'ATUItIJ nDIAiT CARLSBAUILDING DEPARTMENT', "' • - - - -. AFL 1 1200 Elm Carls California 92008 (714) 438-5525 ii PERMIT JDES f • AT.D7P*cATION 8US4ESSUCENSE# ~! ER'S NAME OWNER'S PHONE CONTRCTOR CONTRACTORS PHONE 4 C (2-EJ-rD JEL0 fr'/tA1}'' - [OS-WW AT 07 r PERMIT NUMBER 'ZONE ES EjGAS 4 4SNO PAJ#, BLDG USE CODE SUBDIVISION ASSESSOR PAR , ,9L NO. O3ECY 0 S GNER STATE LICENSE # STANDARD PLAN# BUlL NG SO. FOOTA E - E.BLOCK NOF WORK. -J - r- jv7ftpJ I) )Q1.7V,eJ ,4/ DESIGNER'S ADD DESIGNER'S PHONE -, . -• - - - - - . ' 00015 6/I 8;1,95 - . - -' -' * - - - 6/II/VD33'5. • Not Vi/id Un/ass Machine Certified iL r— L'f 4E AJ' F/P FLR ELEV. , Y 13 NO -1 . i( NO -STORIES oEDU q7' &uJ .LfI-5 - CEN' S TRACT rr GP LAND USE --. • ,' PARKING SPACE..,,- '' RES UNITS GRADING PERMIT ISSUED - -• 4 .......,,AREA Y 0 N 0 REDEVELOPMENT , YO .NO , -,, - -- •. TYPE, ' CONST' 0CC LOAD. - -- FIRE SPR '- YO 'NO QTY. PLUMBING PERMIT Z ISSUE EACH FIXTURE TRAP QTY. MECHANICAL PERMIT ISSUE INSTALL FURN DUCTS UP TO 100 000 BTU I - SUMMARY/ACCOUciITj9I4BER BUILDING PERMIT -Qua i EACH'BUILDI -7 OVER 100,000 131,1~, SIGN PERMIT EAC A MORE .3' METAL F9EPLACE ELECTRICAL EACH INS ER REPAIR WATER PIPE VENT L CT MECHANICAL - - EACH UM BREAKER MECH Eg~e - HOOD/DUCTS MOBILEHOME - -. - :' - ., a SOFTNER -'-r - -' RELOC ON OF EAFURNACE/HEATER - . .. - 'a MOBILEHOMEPARKINSP a' - * ' - -- . ACH ROOF DRAIN (INSIDE) a • SOLAR 'TOTAL MECHANICAL,. - -' - I_ -- '. '; STRONG MOTION I ,TOTAL PLUMBING I FIRE SPRINKLERS QTY.ELECTRICAL A PERMIT ISSUE '" - .51 QTY I '- SOLAR ISSUE PUBLIC FACILITIES FEE ' BRIDGE I NEW CONST EA AMP/SWT/BKR / 06 — COLLECTORS,. - SCHOOL FEE DISTRICT I -- 1 PH 3 PH STORAGE TANKS " Carlsbad -, `.EXIST BLDG EA AMP/SWT/BK ' ROCK STORAGE ' ,, Encinitas 1 PH a , 3 PH ' ' — PUMP San olegullo 1 a, REMODEL/ALTER PER CIRCUIT PLAN CHECK FEE San Marcos TEMP POLE 200 AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) ' ,TOTAL ELECTRICAL -. r1._•/- ,. c. TOTALDLAR .' -- : '- 'F ov 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 olthis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CJRTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE expire by limitation and become null and void. If the building Or work 50" DEEP AND DEMOLITION OR CONSTRUCTiON OF DEC clateof such LARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or ilh.rizedStneC buUdino or work authorized by Such rrr permit is not commenced within it "s seusncte ,r STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time alier the work is commenced for a period 01180 days. ' - C STRUCTION, WHETHER SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND CtUED B' -? -- KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLICANT'S SIGNATURE * OWNER 0 CONTRACTOR 0 APPA '-ii - D ' EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE - . ', ,/ GRANTING OF THIS PERMIT. - BY PHONE - I / - INSPECTION TYPE DATE INSPECTOR FIELD INSPECTION RECORD REQUIRED:SPECIAL INSPECTIONS * -. ' INSPECTORS NOTES - - - -. INSPECTION REQ. IF INSPECTOR'S - DATE - - -- - - - CHECKED APPROVAL SOILS COMPLIANCE PRIOR to FOUNDATION INSP . S - S - - r - STRUCTURAL CONCRETE - - - - - OVER 2000 PSI PRESTRESSED . - • CONCRETE . - • -______ - - POST TENSIONED CONCRETE. - HELD WELDING - - • - S. - . - - - f HIGH STRENGTH BOLTS SPECIAL MASONRY • -. - • - :'- .. PILES/CAISSONS - 95 *•. - . - S --S. - S__ - .. ... - - S S 5- - -. - -5 - •. - -. 5-- 5 :5- S S "5.--- - • - :___ _.. .\ --.-.r -- --- --. . - . - -.. --s • - S c -. ,._•5 t vo, ' k - S • - - S - - - -• - - - -- -• ..\ -- - - _________ ______________ • S •'. _ S • S5 • - I •_ ' •. -5 - 1,•— 5. .... 5 S . - - * . - .- -'-- 5* . 9_ - - _•5_ 5•_ - BUILDING FOUNDATION . * REINFORCED STEEL MASONRY GUNITEOR GROUT • fS / / __- RLô& CEILING SUB FRA/(/ /i /f( • ________ SHEATHING I FRAME .r EXTERIOR LATH iNSULATION, INTERIOR LATH & DRYWALL PLUMBING S SEWER AND BL/CO PLUMBING UNDERGROUND PLUMBING TOP OUT TUB AND SHOWER PAN - - GAS TEST ELECTRICAL TEMPORARY POWER - • ________ ELECTRIC UNDERGROUND ROUGH ELECTRIC ,.- - : - ELECTRIC SERVICE BONDING - • •~ - G. F. I: - -SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF. PIPING- HEAT -AIR COND. --SOLAR SYSTEMS ,--. •: - VENTILATING SYSTEMS CALL FOR FINAL INSPECT/ON WHEN TALL APPROPRIATE ITEMS A 80 VE HA VE BEEV -APPRO VED. JOB SITE FINAL PLUMBING . S - ELECTRICAL - • _______i -- '-• - MECHANICAL GAS BUILDING SPEIAL CONDITIONS - - CERT OF OCPANCY ISSUED - ..-" 1,0 .1 hereby affirm that I am licensed under o provlsions- of Chapter.9- '(Cornmin'c(n'g"with I— Setlón 7000) of Division '3of the B'uoln'esi-. - 'and Professions Code, and my license is in I full force and effect. L lic. No. __________'_,,,,_,_ Class I hereby affirm that I am exempt from the Con. tractors License Law for the following reason (Sec. 70315 Business and Professions Code: Any City or coijriii which,requiras a permit. to, conStruCt alter, improve, demolish. Or, repair any structure, prior to its issuance also requires the applicant for such permit to tile a signed statement that he is licensed pursuant to, the provisions of the Con. tractor's License Law (Chapter 9-commencing with ' • Section 7000 of Division 3 of the Business and Pro. v fessions Code) or that. is exempt therefrom and the, basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit subjects me applicant to a civil penally of not more than five hundred dollars ($500). . . • ' D I,'wner of the p'perty, or rnemployesJ - - ' -'5 *ith wages as their sole cornpensation.,will-do the work, and the structure is not intendedpr offered for sale (Sec. 7044, Business- and-Professions Code: w 'The Contractor's License Law does not apply to an * " . Z owner of property who builds or improves thereon , and who does such work himself or through his own 0 - - employees: provided that such improvements are bnot intended or offered for sale. If however, the - . -building. or improvement is sold,within one year of,,.. - ' completion, the owner-builder will have the burden. ' e of proving that he did not build or improve for the '. purpose otsale).'"v' . " ''4 Qi'aowder'of,ihe property; am excli'asively , .contracting with' licenSed contractors to construct " - : the, project (Sec. 7044, Business and Professions .,, Code: The Contractor's License Law does nof,appiy p to an. owner of property who, builds or improves i..- thereon, and who contracts for each projects with a contractor(s) license- pursuant to the Contractor's a - • Lice flseLaw), •'' , Q larn exempt under Sec' I or this reason -' ;, 7 ';-y ,,, ,,, Z 0 ]hereby affirm that I h'are a certificate of consent 'lI0. self-insure, or.- a' certificate of Workers' - Compensation Insurance, or a certified copy I hereof - (Sec. 3800. Labor Code). POLICY NO..- ' COMPANY •' us 0 Copy is bled with the city-k-.-, UI, '!O Certified copyis hereby furnis .• -CERTIFICATE EAlON WORKERS' COMPENSaON INSURA E' * - UA (this section need not be c mpleted if the permit 'v is for one hundred dollars ($100( or less) - 0 I certify that in the performance of the work for 1 0 which this permit is issued. I shall not employ any person in any manner.so as to become subject 10 the Workers' Compensation Laws of, California. - .•-.' •*,. - - . NOTICE TO APPLICANT: If, alter making—this Certi. - ticate 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 'shalt be deemed revoked. - 'ci —i--',"v'-.-' r 0 I' heby affirm that there is a construction I lending agency for the performance of the work for which this permit is issued (Sec. 3097. Civil Code). zi I - Lender s Name - —II 'i.,, " •,_ 5, Lender's Addres,s .5, , ,, •---:"." _•)'-. •' 11SF BALL POINT PEN ONLY & PRESS HARD . APPLICANT FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAWBUiLDING DEPARTMENT. T .AWUCATI6NA PERMIT' - •: - ' 1200 Elm, Car)sbad,,Callfornla 92008714)438-5525 .2S?-- . •' -- . . " 4 'VALUATION , PERMIT NUMBER1 JOB AD ESS , ' ", AV. ST. DATE OF APPLICATION] B ,r'SS LICENSE # Las -Palmas Drive . ' RD. 5/13/81 '4-8G36O.8----- ZONE OWNER'SINAME PHONE PRIME CONTRACTOR . CONTRACTORS PHONE a - T OWNER'S Sorrento Development Partners 455-7911 Collins. General Contractor, 276-3380 " - •, -1 -: OWNER'S MAILING ADDRESS IfVttf R'S or ADDR SS 0 Valley LICENSE Road NO. PL D. # . - A BLDG USE CODE - 10855 Sorrento Valley Road #201, San Diego 2121 ego 393683 , ' LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO, DESIGNER STATE LICENSE # STANDARD PLANfr_' •,- B . UILDING SQ,FOOT'AG'E' I Robert L. Carli & Associates 3284 -- ',- •-- ' - DESCRIPT/I WORK I F DESIGNER'S ADDRESS - 29004th Avenue, San Diego 921 DESIGNER'S PHONE 3293-7780 - . 44,L....... , l4y g I -,STORIES. " i,..vD NO '25.o( -RES UNITS[ ,,GRAtjINGPERMITjSSUEO- - .REDEVELOPMENT - - " .T.YPE i CONST 0CC LOAD -.,',-V03335 pAREA - FIRE SPR. ,CENSUS TRACT v7GP LAND-USEJPARKING~PACE 'i.- 1Not y'Di 0 -' - v.D - '. . rD'D, Valid Unless MachineCertified -- . .'-. -' -v-• -• '---La'.":,t , .-. '.• , .,',- :•,,.•r , ,• QT' PLUMBING PERMIT ,ISSUE , QTY MECHANICAL'PERMIT SUMMRY/ACCOUNTCNUMBER EACH FIXtURE TRAP' . :• • - ' - , ' INSTALL'FURN. DUCTS UP TO 100,000 BTU -, - . ' - • - " BUILDING ,PERMIT - - , ', :.*-, -' , ' 1'J•'___- - ' . - EACH BUILDING SEWER - ' '* OVER 100 000 BTU " ' " SIGN PERMIT EACH WATER HEATER AND/OR VENT - , BOILER/COMPRESSOR UP TO 3 HP , , PLAN CHECK /// ,,..f EACH GAS SYSTEM ,l 104 OUTLETS BOILER/COMPRESSOR13 15 HP U TOTAL PLUMBING a EACH GAS SYSTEM 5 OR MORE METAL FIREPLACE " 'f " '. - ELECTRICAL EACH INSTAL ALTER REPAIR VATER PIPE + VENT FAN SINGLE DUCT - * MECHANICAL EACH VACUUM BREAKER -' • •,, - - - ,..' .MECH EXHAUST,-. HOOD/DUCTS' - '• ,. - , ,• MOBILEHOME WATER SOFTNER - - - - --- --• ' ' 'u'- RELOCATION OF EA'F'URNACE/HEATER '•-- - '- -•-"'"- " - - MOBILEHOMEPARKINSP ' EACH ROOF DRAIN (INSIDE) SOLAR 1 TOTALMECHANiCAL. '--•-STRONGMOTION TOTAL.PLUMBiNG 4 ;, .,, - 7-T • - - - - .,! %_, FIRE SPRINKLERS - - - - *' - - •-- -- - ., ,..,.,. - • •. .. .. ,,. , - _ . -' • - '' .1 ' - ' .- .- SOLAR ISSUE - -, -- -• ' -,. PUBLIC FACILITIES FEE BRIDGE FEE OTY. ; ELECTRICAL PERMIT--ISSUE— - .- --' -4. QTY. .. , . . 'i' .NEWCDNST EAAMP/SWT/BKR4 ,' COLLECTORS • ',• , r i - •- -.'' SCHOOL FEE DISTRICT ) 1 PH 3 PH ., p STORAGE TANKS Carlsbad EXIST BLDG EA AMP/SWT/BKR - ' ,4 •, , - - ROCK STORAGE Encinitas 1 PH - .. 3 PH .' PUMP San OIegsIIo s.,",_\ c-' REMODEL/ALTER PER CIRCUIT — PLAN CHECK FEE TEMPPOLE 200 AMPS •,,.-. ' \ ,. -' —' _•:j_ v ,,,ç), s-v , c . OVER 200 AMPS I .T'EMP OCCUPANCY 130 DAYS) '.- •_. i,-v : - ' - - I ' - - '- . . .. • ,- - - TOTAL ELECTRICAL TOTAL SOUR 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 othis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER Codeshall expire by limitation and become null and void. If the building or workauthorized CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE -50" DEEP AND DEMOLITION OR CONSTRUCTION OF by such permit is not commenced within 180 days from the date of such bECLARATIONS ARE TRUE AND CORRECT AND) FURTHER CERTIFY AND AGREE IF A PERMIT IS STRUCTURES OVER 3 STORIESN HEIGHT.. permit, or it the buildin or work authorized by such rrnH is suspended or ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandon at any jA a?Ic..*Be work is com^gVd for a period of 180 days- I n / STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APP IC A RE OWNER 0 CONTRACTOR APPRODBY / - KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, COSTS EXPENSES WHICH MAY IN ANY GRANTING OF THIS PERMIT. WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE 0 INSPECTION TYPE - DATE INSPECTOR BUILDING FOUNDATION ______ • REINFORCED STEEL - MASONRY GUNITE OR GROUT - FLOOR &.CEILING SUB FRAME SHEATHING FRAME "• EXTERIOR LATH INSULATION'. INTERIOR V LATH&DRYWALL V PLUMBING, -- SEWER_ANDBL/CO c . PLUMBING UNDERGROUND PLUMBING TOP OUT TUB. AND SHOWER PAN GAS TEST - ELECTRICAL TEMPORARY POWER, - ELECTRICUNDERGROUND ROUGH ELECTRIC ELECTRICSERVICE BONDING G_F_I_-SMOKE_DETECTOR' - MECHANICAL DUCT & PLEM., REF. PIPING.. HEAT - AIRCOND_ -SOLAR_SYSTEMS VENTILA-fING _SYSTEMS _.•. CALL FOR-'FINAL INSPECTION WHEN ALt APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED.'. . JOB SITE FINAL V PLUMBING ELECTRICAL V MECHANICAL GAS V - BUILDING SPECIALCONDITIONS4 5 'fc.1/ CERTOFOCJPANCYISSUED V. FIELD INSPECTION RECORD V V V REQUIRED SPECIAL IfJSPECTIONS INSPECTOR'S NOTES INSPECTION REQ. IF INSPECTORS DATE V • V •V CHECKED APPROVAL , SOILS COMPLIANCE FOUNDATION INSP V PRIORTO STRUCTURAL CONCRETE OVER 2000 PSI rPRESTRESSED . CONCRETE . . V POST TENSIONED . .•,V . V . V CONCRETE . . • V V V • . V - FIELD WELDING - . * . V _V .- . -4 HIGH STRENGTH V • . BOLTSV V . V - .. -V - . V V . . - SPECIAL MASONRY V V ___ .V __ V _ -, . __• VVV : - PILES!CAISSONS -' 4V V V •••V V. V V• V V 4 1 4 _-. __-V•l V V - VV V - VV V-•V -.-- - •V _-* V - VVL V V • V V V • - .,4VV V V.: ___________________ _______ ___________ VJVV . -..-- __ V - . . V • . .• -_ . - - - -' - V V • V V - V V \.V . V V . - V •V V V ____________________ ________ - _.V V - - V VVVVVV•_, V • V V tV V VV, . 4 V V V - V -• V •V - . _T;_VV:.• VVV • V S S - - I hereby affirm that I am licensed under -'o'- pr visions of,Chapter'9 (commencing with section 7000) of Division '3-of the Business'' .and Professions Code, and my license is in - Zo - full force and effect. J1 I hereby affirm that I am exempt from the Con. - tractors License Law for the following reason(Sec. 7031 'f Business and Professions Code: Any city or - bounty whiCh,requires a permit to. construct alter, improve, demolish,' or repair any structure, prior to its issuance also requires ihe applicant tor • " such permit to tile a signed statement that he'is licensed pursuant to the provisions of the ,Con. tractor's License Law (Chapter 9 commencing with - , Sect ion,7000 of Division 3 of the Business and,Pro- fessions Code) or that is exempt,therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 byan applicant-baa permit subjects - t1 the applicant to a Civil penally of not more than five IZ " hundred dollars ($500). 'v• 4 -.5'' asowner of the property, or my employees,, with wages as their sole compensation, will do the isnotintendedor for • . 'wôilr, and the structure offered tale (SeC 7044, Business-and Protessiotis Code: The Contractor's License Law does not apply to an Z owner of prope'ty who builds or improves thereon and who does Such work himseti or through his own' o ',emplbyi, provided, that uch, improvements are - riot intended or offered for sale, If however, the ' building or improvement is sold within one year of ,comptelion, the owner-builder will have the burden improve for 'or provin g that re dill not build or the purpose of sale),'"''- -'v; -. - ' '. '"r.' 0 1a5 owner of the 'property, am exclusively '' contracting with' licensed contractors 'to, construct - , ''Ihe project (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply Cr.E. ,- to an owner oL propertywho builds or improves I. : . Ihereon, and who contracts for each projects with a contractor(s) license pursuant' to the Contractor's ull L, , License Law). 0 — lam exempt underSec. — ,B.&P.C. ' , ' for this rea$on • i ,y ' . . • iS ' ' ' 'iS ''"'" "• "'' ' I hereby affirm that I haxa'ceflific te of consent .0 to self-insure, . or; a' certificate., of Workers' ,,Gompensafion Insurance, or a certified copy thereof -. .(Sec.3809, Labor Code)1.J,v.* vç . ' z ' POLICY NO., SI r' r4"4 Ill COMPANv '" is filed ,ifh the'cil.' (""? 'r71 ,Copy - I.u .,,0 Certified copy,, hereby. furnished. . • •. O, S FROM CERTIFICATE OF EXEMPTION WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit' , i... is for one hundred dollars ($100) oi less) cc 0 I certify that in the performance at the work for o ,V,rwhrCh this permit is issued. I shall not employ any person in any mannerso as,to become subject to the Workers' Compensation Laws of California. - NOTICE TO APPLICANT: It: after makin3 this Certi- • ' S ficate of.Exempf ion, you should become subject to the Workers' Compensation provisions of the Labor you must, forthwith comply *will such " r'proxisons or this permit shall be deemed revoked. . '' ' - .'i,'.'4 ': ' -' I' hereby affirm that there is a construction lending agencffor the performance of the work for, ,whiCh this permit is rssuedISeC, 3097. Civit'Codel. I '' Lender's Name ' ' — Lender's Address S5\ IIcF RAIl POINT PFN ONlY & PRFSS HARfl - APPLICANT TI&FILL IN INFORMATIflN WITHIN SMAflFfl ARFA ANn nt'i ADATlIQ CARLSBAUILDING DEPARTMENT' AICATIONIII PERMIt - ' •"' - 1200 Elm, Carlsbad, California 92008 (714)'438-5525 •. _, ' .. - , . ,_ '' .' .5. • 5,. 5 JOB ADDRESS ' S , AV. ST. DATE OF APPLICATION BUSINESS LICENSE # VALUATION ' PERMIT NUMBER 'LAs Us4A M I -1 ,1111 R°' ZONE, 1, . 714N( ' PRIME CONTRACTOR CONTRACTORS PHONE# OWNER'S NAME " J df. .15 PtV ?PiJ 2dE- CO 7(-7,7Z...' - _______ OWNERS MAILING ADDRESS ONTRACTOR SAD RESS LICENSE NO PLAN I.0. # BLDG USE CODE OS e57)42)- .y(1Er' 1€oI 4,4 o LOT JBLOCK SUBOIVISIOF7 ASSESSOR PARCEL NO, c4't41_.I DESIGNER sw STATE LICENSE # STANDARD PLAN #, BUILDING SO. FOOTAGE / ' , ' DESCRIPTION OF WORK /,if _a!'/2rL', _ ,.- DESIGNER'S ADDRESS - DESIGNER'S PHONE - . ' - - - '• ' ,, -- ______________________________________ OCCGP -EDU 0001411.1- "8I 7S5Q ________________________________________ ''DND , - __'- -- ' ''• 5' ' '. , .'' 'vs -• 5 ., '., CENSUS TRACT US GPLAND E PARKING SPACE - RES U,NITS, ,SGRADING PERMIT.ISSUED REDEVELOPMENT - , TYPE • - 0CC LOAD 'FIRE SP .5 "5' "• ' - ' Y_0 N 0 ___J AREA _-''i'B__NQ. _ CONST ___---- '-" _Dtri 'Not Valid Unless Machine Certified CITY. PLUMBING PERMIT ISSUE QTY MECHANICAL PERMIT ISSUE SUMMARY/ACCOUNT NUMBER -- EACH FIXTURE TRAP,'', _, ' - INSTALL FURN. DUCTS UP TO 100,000 BTU -,, BUILDINGPERMIT _-' Z 'EACHBUILOINGSEWER5 '_"""' '.5 -os OVER100,0)MJBTU . ' .. SIGN PERMIT _•'', ' s' EACHWATER-HEATER ANDIORVENT BOILER/COMPRESSOR_UP_TO_3 HP PLAN CHECK EACH,GAS SYSTEM _1T,O'4 OUTLETS _' - _' ' a . 80ILER/COMPRESSOR315HP __.., ., TOTAL PLUMBING , ' - _J_:1)_ EACH GAS SYSTEM 5 OR MORE " METAL FIREPLACE a - r ELECTRICAL EACH INSTAL__ ALTER. _REPAIR WATER PIPE __ VENT FAN SINGLE DUCT ' ME6ANICAL4 I EACH VACUUM BREAKER t MECH EXHAUST-- HOOD/DUCTS 1 MOBILEHOME I ,..( WATERSOFTNER'. ___,,•..A _' ,' ' RELOCATIONOF'EA__FURNACE/HEATER __- "".,' MOBILEHOME PARK (NSF. EACH_ROOF_DRAIN (IN SIDE) • SOLAR ____,, -_' __'u'•"'•' _. _- '.i ,-': - -TOTAL MECHANICAL -- '. S •, ' - a STRONG MOTION _-•' "TOT AL__PLUMBING___________- ___ FIRE SPRINKLERS PUBLIC,FACILITIESFEE OTY ELECTRICAL PERMIT ISSUE - QTY SOLAR ISSUE BRIDGE FEE.At - "-- NEW.CONSTEAAMP/SW.1'/BKR . _.,..,- ' ___2'_,' COLLECTORS - _- _ ----:' . ____,-" _ SCHOOLFEE - DISTRICT- -•. .-.. .,•• - . 1 PH 3 PH " ' -S-_-- _*-.' STORAGE TANKS I Carlsbad "EXIST_B LOG EAAMP/SwT/BKR7 _•va - " ___ - _' ROCKSTORAGE __' . Encinitas _•-'-" ' ' " - n- 1 PH- "''.''' PUMP _____•,'- ____ .-' - SanOieguito S.'., ___-; , • - REMODEL/ALTERPERCIRCUIT_ PLANCHECKFEE _ San Marcos TEMP POLE 200 AMPS , " OVER200AMPSa r - TEMP OCCUPANCY (30 DAYS) ''.'.'.'', __:_'F.''T_• l-". ,4',",'tt-' _ ''-: _.' ''-- -"--''- --- TOTAL ELE CTRICAL & TOTAL SOLAR - TOTAL FEESPAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration, Every permit issued bythe Building Official under the provisions olthis - * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL.INFORMATION HEREON INCLUDING THE Code hall such 'e limitation tmrencectwit and become null and void. (f the oo -50" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized s from the date I such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permil, or it'Ihe building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT STATE LAWS GOVERNING BUILDING CON- ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND abandonedatanytimeaftertheworkiscommencedforaperiodof180days,_a' STRUCTION, WHETHER SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND APPLICANT'S SIGNATURE &— 0 APPRO4ED BY, •-" - ' A I DATE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND URE OWNER CONTRACTOR -. ' ' . ',,'s ' -,, * • a,. - WHICH MAY IN ANY WAYACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE .EXPENSES "i6144JJa,f_--_ -30_8_I BYPHONE 0 GRANTING OF THIS PERMIT. - V. .. - ... * -V..... - . - INSPECTION TYPE DATE INSPECTOR C,7 BUILDING S -. -. FOUNDATION • • -. _________ -REINFORCED STEEL - MASONRY GUNITE OR GROUT 1 FLOOR & CEILING SUB FRAME.V SHEATHING. - - - FRAME EXTERIOR LATH iNSULATION ,' INTERIOR LATH & DRYWALL -. / PLUMBING SEWER AND BL/CO PLUMBINVG UNDERGROUNDQ - PLUMBING TOP OUT - TUB AND SHOWER PAN GAS TEST - ELECTRICAL * TEMPORARY POWER 1 ELECTRIC UNDERGROUND -' ROUGH ELECTRIC eA 'V ELECTRIC SERVICE BONDING G. F. I. - SMOKE DETECTOR - - MECHANICAL / DUCT & PLEM., REF. PIPING • - HEAT - AIR COND. SOLAR SYSTEMS VENTILATING SYSTEMS • _________ FIELD INSPECTION RECORD V - REQUIRED SPECIAL INSPECTIONS 'INSPECTORS'NOTES INSPECTION REQ. IF INSPECTORS - • V DATE CHECKED APPROVAL SOILS COMPLIANCE . . PRIOR TO FOUNDATION INSP * - - ... - . . .;• V STRUCTURAL CONCRETE OVER 2000 PSI -PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING. HIGH STRENGTH BOLTS.. SPECIAL MASONRY PILE5,'CAI55ONJ5 -. V. * .- .. . . - V •,. . _______________________ • . V . V.. V - -V - •$ . _V___V________________ VVV •V V. V - -VV V V V V V -- *V • V V. . - . V - \.,. . CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE - \ ITEMS ABOVE HAVE BEEN APPROVED.4*• At JOB SITE FINAL c-i_./'. ...'., ..-:- MECHANICAL SPECIAL- CONDITIONS -V.V.V- V .' PLUMBING ELECTRICAL GAS - - / J,J (-< BUILDING- ____ - - - APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD s E 1765 ENGINEERING DEPARTMENT 438-5541 ISSUED BY I FOR APPLICANT TO FILL IN - DATE ISSUED BUILDING e) ADDRESS L4. VALIDATION OWNER C/1fl,J-1 :ø - MALIG ..• ADDRESS . I) LATERAL CHARGE COMPUTATION CO NTRACTOR',V" STANDARD CO4- fl'?21 t STANDARD 4 (Max H.130', V 10)_ 1OVER3O H FT % CONTRACTOR S1 H 7tc) j fr/ k/OVER 10 V FT I A ADDRESS STANDARD 6 (Max H 30-',V4 10) .OVER 3O'H.@ '. FT. NEW BUILDING J EXISTING BUILDING OVER 10 V @4 FT ______________ LEGAL DESCRIPTION TOTAL CONSTRUCTION COST_' • SERVICE CHARGE (REPAVING ETC) TOTAL LATERAL CHARGE_____________________ - REMARKS LINE COST DATA :ASSESSMENT DIST. NO. Lj 'p6A.,Jt1/t FRONTAGE ______COST PER FT TOTAL______ OTHER_________________________________________________ LATERAL LOCATION,7 ~-C ONNECTION FEE'- NO'. (I) I I UNITS_1-OST PER UNIT*) TOTA1' ,•; .j (; - ..*. - - - • --4- - - 4- JUtL i -- /?l) - PUMPSTATIONFEES t. NO. UNITS ______ COST PER UNIT--TOTAL / ST. TOTALCHARGES(LATERALETC) 4-LATERAL NO INSTALLATION DATE 4 4- 4- (4 5 WHITE Enginering GREEN Financ YELLOW Sanitation PINK Building GOLDEN ROD: 4-e,tr t / _.-. -2 t • __..-r 4' OF TiM ' I 4' 11__.. A C~ 2 CERy'IFjcAT[.:oF:jj CON FOR M ANCE:A r J;4r / ti1 t p - UNDERSIGNED MANUFACTURER 1-/EREBy pER Tif/ES ' that the products identified below and on attached sheets Nos are marked r.4Ith the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTIPNJATC) rt and were manufactured in conform eitapIicabIe provisionsf U'S Product Standard 5673, for Structural Glued Laminated Timber, and that such manufacture has been at our plant in which plant hasa quality control systemapprovedby i1 the InspectionBJreaof théAMERICAN INSTITUTE OF TIMBER CONSTRUCTIONand inspected 'iperiodcaIIy by"' such Burau The undersigrd manufacturer further ce'rtifies that the vrk has been . '1 r done in accordance with the applicable job specifications . . ••' • -•ø___ •L +ii 'lE•. -bf The manufacture of these members complies with the manufacturing and fabricating provisions of, £ Cjiapter 25 of the Uniform Building Code Jjrit : JOB NAME '1CI IGt (StrongTie Structures) • • • • • - JOB LOCATION / - o38>1YTA $ CUSTOMERSORDERNO DATE MFGRS ORDER NO. ••' 1D.sJ S -f - 4 - •••• 7..-.-. .• ..#.• : -••• . -r -'-- - -a-- - VVItt mot! .SIGNATURE COMPANY___________________________________ t IS TITiE' P1t 3UPt ADDRESS DATE •••• -. • • •• . '• •/• • - - :Y iX/ iA/TC F/1'EREB Y -'C- ER that the said company ats said 'plant is licensed y the -AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to Use the AITC Collective Mark in respect of - çproducts which comply with applicable provisions of said Standard that the adequacy of thequality control system in effect at said plant is periodiàally inspected and verified by the Inspection Bureau of . the AMERICAN. INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of théunder- signed;said com'pany is capable of complying with applicable manufacturinnd of said Standard in respect of products manufactured at* said pIant.Conforn-ance with ,tI?eStandard in respect of any specific or particular product is the sole responsibility of the manufacturer, AITC 's t 5,guarantee hereunder being that the said company is qualified to produce a product meeting the said .t-tStandard and that its plant is priodicaIIy'inspected and verified by the AITC Inspection Bureau. • •5.,• •-•• -•• -• ••'• •• •*'••••-•'.• * - - • •. pjc Certificate No."A 505612 ner ' / .• .. ... • •4 ••• -AMERICAN INSTITUTE OF TIMBER CONSTRUCTION - • - •'• -: '4' ':" 4 • • • -----.•• • ITI 'I - .. • o j 0Jack 4inneci i' - . Executive Vice President - • • - Director. lnspectici, Bureau •- - © 1978 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ' 2 AITC FORM iBCA 2 - • • - - . .4_• -• ._ • ______ . .._ • A :. SHEET No. : TTAcHME/VT NUMBER L TO .ITC;Certificateof Conformance No. Dated. Job Name Pa1:gmar Lob ! Job Location Car1sb, , ar Cuton's Oer No.'_____________ Dated Mfgr's Order No .. ¼ The following identifies the members and giv the basic specifications that were used on,this job: L . ,,¼ 4'. t - • .. - -p . t -, -. .% ---• •--•-• J. Lunber Species Member Combi- Adhesive Appear - ,Quantuty Size nation nc Type #.- fication :r: Camber ,. . -* - '' -•. -r' - . •- --; '-"- - - . . - - -- . -' ,_•. - 4 - / ¼ 4 ' SEE ATTA U) MWERSXIL 24P-13 Ext. Ind. 1 I & 24FV8 ¼ '' S • - •• • • - - 'A k. .,.. •., '-• - •.• -4 5. 4- 4 - 4. '•••'• .' •'::..s: 0 •, ,.. . S .--... ••s'•..- --5-. ."' S ________________ 5- - • • _____________________________ ____________ .. 5 . ____________ . . r , :- . - . -; -- •• - . -. . - . - •f- - 5• . •-- -' -•-,.. . 4 .5 5 •. .5 - - 5.- 5.. • . . ., ,. •- - 4. . - •- • .. .. . . ' •. 5- V ,_._ 5-- 5 x :- - - •- ;••'-• ... ;r- 5.-A- 4, - . . r.. U V1 - 1t 4 _5•_ .3 5- 5' 5 -5. J- j- S — I , -. : • . - • -.• ..- •. . 77 -. .. A $ - • -. OF TIMS - J / - -• - •. 171 - • --5$. •2<-5.-'I ///(/n- .¼ AITC Licensed Plant No. - - A 'Pi— ant Quality ContriSupervisor MENUS, INC. -- • ---•. z C2 Co -,1 -- AITC Form 182-65 - ® 3965 American Institute of Timber Construction - 4 . - • — _..r ._ - - - - 5- - - - - - - - . . - - JOB# 10328 (UNSORTED) DATE 07-08-81 NAM STRONG-TIErRUCTURES7INC . .. , ." PGEi. OF — 1Tq . , . LOC'N PAWI4AR LU1 NO .A.." CARLSBAD, CT t . a ' .. t7'•• ,. P.O .#: 19824 / 8275 . t .. - a. •-' i L PG , G I F I S IMARK# INo. I -FINISHED SIZE- CAMBER YTABLE C# CL IBILLETITrL BLT ILAMSI FBM ITTL FBMIAPPR WRAPSEAL lB-I 1 11•5 1/8 x 25 1/2 x 56- 5 • SPEC ;24F-v3..._1: 91 56- 71. 961-11 1 , 171- 10241 102411WD LOADE2flDS• a I 11 —1 B--2 t4V517827 x565 ISPEC T4FV3 1 91-567fl0286I-18I1085V4340lIND , 4 31 I I I IB-3 I 11 5 1/8x 27 x 58 ISPEC 24F-V3. i 9 •l 58-2l 1047 I 181 11151 1115IIND 41 I I I I IB-4 I 41 5 1/8 x 25 1/2 x 66 ISPLC 24F-V8 2 I 66-'21 1124-101 171 11981 4792IIND 51 I I I I IB-S * •_*.T I 41 5 1/8 x 24 x 66 ISPEC 24F-V8 2 I 66-.21- 30587,,-81 H 161 11271 . 4508 IIND ' 61 I I I IB-6 .1 11•5 1/8 x 27. x66 •ISPEC 24F-V8• 2 .1 66-211191 j' 181 12681 126811ND '-.. 7L lI 1 -1 T1B7. ...I'8i5T783r18 x30 .-.•-l-30=--3-I3E3-i— —121 387V3O96tINDT [ 81 I I I I IB-8 I ii 5 1/8 x 22 1/2 x 23- 1- 1/2 INONE 24F-V3 'I 23- 51 351-31 151 3731 37311ND . . -- . -•- . •.. . - ,.. .. ............... .,.. ... .- - 91 V V1B9 I 1I578x22172x383 I-T500r878r24FV3 I386I577-61 15I615V'615IIND - 101 . I I I I lB-b l , -11•5 1/8 x 19 1/2 x 30 . •I1.500( 900). 24F-V3• ;1 30--31 393-3I. -13l '419I 4I9IIND III I I I IB11 1 11.5 i/8 X 25 1/2 X 38 5 •1 2000(1107)24F-V3 . I 38- 81 657-4i 171 -7001 . 700IIND 12 I --- I I I - I - T-tBr2 . -.ITTT3I5Ti78TT24 - X- -r5 . ... IT2:oo0Trro7:F24F=v3 .-.-. ... -'..v- l3881T6T8SI—i6i 6591r977UNJx - 131 I I I I IB-13 I II 5 1/8 x 22 -1/2 x 38- 5 I 2t500(886) 24F-V3 I 38- 81 580 I 151 6181 6I8IIND 14l' I —. ~1-4 .I1 NON 4°F\• 404tflD •-- 151 I I I I IB15 . 1 1h5 1/8 X 25 1/2 X 23-6- 9/i6INOtE'..' .:24F-V3", -. I 23-.9.I,,403-91 171 .4291 . 42911ND- - — -- — ----- — — a a- - — - ¶1 S . .:. •..- . '. : . :. . I k 3 -a . 0 I .. C'. - • . •..:i .- •.. a L . 1 . •. t-. . . - . _ - •. . S. — . 4. . . S. S . .1 - £ ...• _-' . a - - ..--- 4. -* 4 -44' " - • a.-.--' 4 % .-.S- a " p . a. i-'- I -.; 4.- REMARKS 24F-V3,24F-V8 DF. NO STICKERS BEThBEAMS_— -'j- --- 0326 I (BEAMS I I __4 _I _6I __8 __I 10 __12 __I 'IOTAL I PAGE: TorALs-1 _-33._ ,..1--------0-I-----.256718_I____O_.___________. 'L GL.4.-I 1o.-Ar.s -133 I I ___0 _I 25576 I ___ 0 _I________1____0 __I______2573 - - FORM I PAGE't JP Testing Engineers—San Diego 3467KurtzSt P0 Box80985 San Diego Ca 92138 (714)225-9641 (_J 1'903 West Vista Way, Unit B,* Vista, California 92083 (714)7 58-3730 LABORATORY NUMBER SD36-2748 INSPECTION REPORT DATE July 31, 1981 FILE: #1368-15, Permit #81-129 . . . . INSPECTION OF . Reinforced Concrete Jos P lomar Airport Business Park - Lot 4 FABRICATOR OR ERECTOR L R Hazard CONTRACTOR Collins Development Company 2281 Las Palmas Drive .. . 0 ADDRESS Carlsbad California SHOP - FIELD _X PLANT DATE . Reinforcing Steel: ASTM A615, Grade 40 REG. HRS. Concrete: 81-150; (5.5 sacks, 3000 psi) O.T.HRS. REINSP. HRS INSPECTOR Inspected the placing of approximately 116.0 cubic yards of 3000 psi, 5.5 DATE 7/20/81 REG. HRS. .6.5 sack, 4" slump concrete in tilt-up panels 1- through 10. and panel 26. Rein- O.T.Hns. forcing steel previously inspected. Inspected forms and steel for clearances. REINSP.HRs. . . and cleanliness.. Panel 10 reinforcing steel inspected for size, grade, INSPECTOR . . position before placing concrete. Cast, three samples and. labeled them William C. Allen . Palomar Lot #4.#7 A-B-C. All slump tests taken were less than 4"• DATE 7/23/81 . Inspeted and approved reinforcing steel and placement. of 107.0 cubic yards REG. HRS. 8.0 . of concrete in precast panels #11 through 18. Checked for maintenance O.T.HRS. . : of reinforcing steel position and consistency of concrete for 4" maximum REINSP.HRS. slump. Cast cylinders marked Palomar Lot #4 #8. A-B-C from. panel-#12, 4" INSPECTOR . . slump. Clifford S.. Read Noted that City of Carlsbad,Inspector had signed off above panels. DATE V ..... .. . . REG. HRS. . 9.T. HRS. . ..- . . V :. •. . . . REC E I V E D RE, NSP HRS. INSPECTOR ' CITY OF CARLSBAD DATE REG. HRS. V .. - . . . Building Department . . O.T.HRS. REINSP. HRS. 0 0 . . . . . . - . .. . INSPECTOR L REPORTED TO: (1) Collins Development Company .City of Carlsbad Building Inspection Department V.... V •0 . ..' TESTING ENGIN REVIEWED BY. SAN DIEGO THC:fh . . . 0 .- T. H. dhaprnan,R.,. #12882; FORM 16 JP Testing Engineers—San Diego 3467KurtzSt, P0 Box 80985- San Diego, Ca 92138 (714)225-9641 r 1 1903 West Vista Way, Unit B, Vista, California 92083 (7.14) 758-3736 FILE No. _1368-15 . SUMMARY OF COMPRESSION TEST RESULTS PAGE- ONE SPECIFIED JOB:' Palomar Airport. Business Park-Lot 4 MATERIAL Concrete 28-DAY STR.: 2000 psi. PROPORTIONS/MIX No No data submitted sD Car s a-Ca1-i-fcnia TYPE ______ CEMENT:______________SPEC SLUMP IN 1981 YEAR: . . . . ADMIXTURE: AGO. SIZE: IN. *STORED & CURED. NOT TESTED - . . . ULTIMATE COMPRESSIVE STRENGTH. PSI LAB. No. DATE . . . OTHER DATE MCAST O. DA. . LOCATION IN STRUCTURE SLUMP 7.DAY 28-DAY TEST RESULTS . MAILED IN. .AGE 2158 7/1 Building footings Palomar. -- 2550 *Disc 14-day *Disc 7/13/81 - #1 A-B-C Made by Bill Raver. 7/17/81 7//81 2265 7/9 Slab between lines 6 & 7 and -- 2350 14-day *Disc - . . . . F &G. Palomar#2 A-B-C, Made . . .. . 28-day *Disc. by Bill Raver. 2266 7/9 Slab between lines .4 & 5 and -- 3010 :.. 147day *Disc. between C & D, Palomer#3 A- 28-day Disc B-C. Made by Bill Raver. :. 2267 7/10 Slab between 3 & 4 and E & F -- 2490 . *Disc 14-day *Disc, Palomer#4 A-B-C, Made by Bill Raver. 2268 7/10 Slab between 1 & 2 and C & D -- 2370 Disc 14-day kD i's c. Paloiner#5 A-B-C Made-by - Bill Raver 2302 7/13 Retaining wall footings at 2810 - Disc 14-day Disc . 8-3" wide area, Pal6mer#4 . . . . . A-B-00 Liade by Bill Raer. ECEVED JUL27 1981 - ___- CTYO CARESBftD___ (1) Collins Development Company . BU1QI g DpuILuIC . .. of Carlsbad Building Inspection Dept I (1) Conrock. . . . . . . ,. . .. . & ER TING ENG DIEGO REV T Chapma,f, R E #12882 THC:ac ITI UNIVERSAL TESTING P.O. BOX 726 10149 CHANNEL ROAD LAKESIDE, CA. 92040 PHONE (714( 443-7790 INC. Prepare report in duplicate. Forward the original copy to the Inspection Department. Retain one copy for your 'own record. REGISTERED INSPECTOR'S REPORT OF: fl REINFORCED CONCRETE D STRUCT. STEEL ASSEMBLY 0 GLUE .LAM. FABRICATION 0 PRE- STRESSED CONCRETE REINFORCED GYPSUM OTHER fl REINFORCED MASONRY fl PILE DRIVING JOB ADDRESS 2281 Las Palmas Road, Carisba BUILDING PERMIT NUMBER PLAN FILE NUMBER o PROJECT NAME Sorrento Deve opm Pci ers ARCHITECT Robert L. Carli & Associates DESCRIBE MATL. (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD. ETC.) Structural Steel: ASTM A-36 ENGINEER Rahat Y. Khan & Associates Reinforcing Steel: ASTM A-615 GR40 GENERAL CONTRACTOR Collins Contractors Certified Welder: Lloyd Gayle Electrode: AWS E7018 (LH) CONTR. DOING REPORTEDWORK L. R. Hubbard Construction Co. Inc INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED DR WORK PERFORMED; NUMBER. TYPE. & bENT. NO'S. OF TEST SAMPL ES TAKEN: STRUCT. CONNECTIONS (WELDS MDE. H.T. BOLTS TORQUEDI CHECKED ETC. 8/5 Inspected welding of chord ties and panel supports as listed below. Surfaces to be welded were cleaned of concrete prior to welding. The electrodes were kept in a rod oven per AWS recommendations. Because of overcast conditions, the.reinforcing steel was pre-heated to approximately 1000F to remove the chill. Completed weldments comply with specifications per AWS D1.1-78 and details as listed. Areas completed this date were: Panel chord ties at panels 1 to 2. 2 to 3,_3 to 4, 5to 6, 6 to 7, 7 to 8, 10 toll, 11 to 12, 12 to 13, 13 to 14, 14 tO I S 16 to 17, 17 to 18, 23 to 24, and 24 to 25. These were welded per detail 15/S4. Panel chord tie from panel 26 to 5 was welded per detail 9/99... Panel corner connections at panels 4 to 26, and 15 to 16 wr welded per detail 14/S4. Panel supports at panels 16 to 17,17 to 18, 21 to 22; 23 to 24, 24. to 25, middle of 23, and the middle of 24 were welded per details 4/S8 and 15/s9. 8/6 Inspected welding of chord ties and pan1 snpporfs as ii -se below. The weather was agin 'overcast so each rinforcing sfeel splice was preheated to 1000F to rmcic,p f-hp chills. Panel chord ties welded this date were at pan]s 8 to 9, 9 to 10 19 to'20, 20 to 21. 23 to 24. nd 24'tn 2 These -were welded per 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, specif- ications, & applicable sections of the City of San Diego building laws. GN E& PEc OR 8/7/81 ATUREjREGIST W-186 DATE OFREPORT REGISTER NUMBER UNIVERSAL TESTING INC. P.O. BOX 726 10149 CHANNEL ROAD LAKESIDE, CA. 92040 - Prepare report in duplicate. Forward the original - copy to the Inspection Department. Retain one copy PHONE (714(4437790 for your own record. REGISTERED INSPECTOR'S PORT OF: E] REINFORCED CONCRETE PRE. STRESSED CONCRETE 0. REINFORCED MASONRY 0 STRUCT. STEEL ASSEMBLY Ej GLUE -LAM. FABRICATION 0 REINFORCED GYPSUM OTHER fl PILE DRIVING Tilt-.P.................... JOB ADDRESS . 2281 Las Palmas Road, Carlsbad BUILDING PERMIT NUMBER I PLAN FILE NUMBER OWNEROR PROJECT NAME .Sorrento Development Partners ARCHITECT Robert L. Carli & Associates DESCRIBE MATL. (MIX DESIGN. RE-BAR GRADE S MFGR.. WELD-ROD. ETC.) Structural Steel: ASTM A-36 ENGINEER Rahat'::Y..Khan & Associates Reinforcing Steel: ASTM A-615 GR -40 GENERAL CONTRACTOR Collins Contractors Certified Welder: Loyd..Gayle . Electrode: AWS' •E70l8 (Lii') CONTR. DOING REPDRTEDWORK L. R.' Hubbard Construtirn INSP'N. 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. & IDENT. NO'S. OF TEST SAMPLES TAKEN; STRLICT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORQUED CHECKED; ETC. detail 15/S4. Panel corner connections at panels 28 to 19, and 25 to 1-were welded per detail 14/S4. ____ Panel supports. at end of panel 18, end of panel28, 28 to 19, 19 to 20, 20 to 21, 21 to 22, and end of panel 23, were welded per details 4/S8 or 7/S9. Panels 27 and 28 were welded to the foundation per detail 2/S9.' However the east -end ofpanei 27 .and the east end of panel 28 were modified per engineer's verbal instructions of 8/5/81. Beam saddles at panels 19 to 28-2.1 to 22, end of 22 and end of 23 weld welded per details 12/S9 and 7/S8. 'Completed - welds conform to specifications for above named details and good weld practices and profiles per AWS D1.1-80. CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work. Unless othe'rwise noted, I have found this work to. comply with the approved plans; specif- ications, & applicable sections of the City of San Diego building laws. 41IGNATUREOFGISTEREDIN Y ECTOR 's.-... 8/7/81 W-186 , DATE OFREPORT REGISTER NUMBER •.••• •;• - 1 FORM 1 PAGE I JP Testing Engineers—San Diego 4c i s 3467 Kurtz St,PO Box80985, San Diego Ca 92'138.(714) 225-964 1 r J 103 West Vista- Way, Unit B, Vista, California 92083 (714) 7583 730 LABORATORY NUMBER sD36-2848 INSPECTION REPORT DATE July 31, 1981 FILE: #1368-15, Permit #81-129 INSPECTION OF Reinforced concrete' • JOB: Palomar Airport Business Park - Lot 4 FABRICATOR OR ERECTOR: R. •L. Hubbard Coust. CONTRACTOR Collins Dev. 2281 Las Palmas Drive ADDRESS: Carlsbad, California .• SHOP______ FIELD _X PLANT - FORM 16 JP Testing Engineers—San Diego IPE 3467KurtzSt P0 Box 80985, San Diego, Ca 92138 (714)225-9641 J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 1-19 SUMMARY OF COMPRESSION TEST RESULTS . PAGE ONE SPECIFIED JOB . Paloma±' Airport Business Park Lot#4 MATERIAL: Concrete 28.DAYSTR 3000 PI ADDRESS 2281 Las Palmas Drive PROPORTIONS/MIX No 81-150 Carlsbad, California ' '. . . . . . ...5_5 .' - TYPE: CEMENT: SPEC. SLUMP: IN. YEAR: 1981 , S , ' ' ADMIXTURE: Poz. 300R MBAE AGG. SIZE: IN. STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI 'LAB. NO. DATE' . ' OTHER DATE CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST MAILED C6 MO. DA. - IN. AGE RESULTS 8/6/81 2386 7/20 ' Tilt' up panels. Palomar#7 A- 4 ' 2870 , 14-day 3400'>- B-00 Made by TESD. , ' ' ' ' •• ' '' .•; ' •'. . 2484' , 7/23 Pre-cast slab #12. Palomar' 4 ' ' 2530 " : ' 14-day 3130 #8 A-B-C. Made-by TESD. 2537 7/28 Precast panel#19 Palomar#10 422 2480 6-day 2180 - A-B-C-D. Made by TESD iqal CITy 'UIIing 0 -84D (1) S S - • • r (1) Collins Development Company - ' . S • • , S . (24..€-ity of Carlsbad Building Inspection Dept. (1) Conrock • . S ' ' ' S , S ' ' S - , • S , (1) Robert Carli & Associates ' S • TESTING ENINEER - S N DIEGO - S EWED / Y. H. Chapmr, R11flB82 THCac FORM 18 JP 1 14/ Testing Engineers—San Diego 3467KurtzSt,P0 Box80985, San Diego, Ca 92138 (714)225-9641 r J 1903WestVista Way, UnitB, Vista, California 92083 (714) 758-3 730 FILE No. _1368-15 . . SUMMARY OF COMPRESSION TEST RESULTS PAGE—ONE SpciriEo .. . . - JOB: Palomar Airport Business 'Park Lot#4 MATERIAL: Grout 28-DAY STR.: 2000 _PSI PROPORTIONS/MIX No.:_C611FWP6 ADDRESS: 2281 Las Palmas Drive . .: . .. .. .. . . . Carlsbad, California TYPE CEMENT:________________SPEC SLUMP IN YEAR: . 1981 . . . .. .. ADMIXTURE: Pozz. 300N AGG. SIZE: *STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI LAB. NO. DATE . . . .. AGE OTHER - DATE CAST LOCATION IN STRUCTURE . . SLUMP 7-DAY 28-DAY TEST MAILED . . - . RESULTS C36 MO. DA. 8/6/81 2523 - 7/27 Retaining wall-east. Palomar 9 3110 J" *Disc, 60-day *Disc, #9 A:-B-C. Made. by TESDO . . . . . . . . . 2598 7/29 Retaining wall -south. 8-3/4 3060 / Disc 14-day *Disc Palomar#ll A-B-C. Made by.. . . . . . . . . . . . TE SD. RECVD YG-1981 CITY ,OF CARLS AD BURding t 611 - . . .. . . . . . .. fi Vol (1) Collins Development Company . . . . . . (kCTtTy of Carlsbad Building Inspection Dept. . . . . . . . . . (1) Robert Carli & Associates . . . . . . . . . . eRS TEST!NG EIEGO REVIEWE T • H Chapman ,f as2 TBC:ac . . . . . ... . .. . . . . . . .... FORM 16 JP - Testing Engineers—San Diego 3467KurtzSt P0 Box80985,SanDiego Ca 92138 (714)225-9641 r- j 1903 West Vista VVay,-Unit B, Vista, California 92083 (714) 758-3730 -------------, JOB Palomar Airport Business Park Lot#4 MATERIAL Concret e ECIFIED 28-DAY STR.: 3000 Psi ADDREsS: .2281 Las- Palmas Drive PROPORTIoNS/MIx NO.: 81-150 Carlsbad,, California TYPE: CEMENT: SPEC. SLUMP: IN. YEAR: - 1981 '" ' .. •;_ ADMIXTURE: _Pozz._300R_MBAE_•'• AcG. SIZE: *STORED & CURED. NOT TESTED ' ULTIMATE COMPRESSIVE STRENGTH. PSI LAB. NO. DATE OTHER DATE • CAST MO. DA. LOCATION IN STRUCTURE SLUMP IN. 7-DAY 28-DAY TEST RESULTS MAILED _C36 AGE / 8/6/81 ' 2386 -7/20 Tilt up panels. Palomar#7 A- 4,.' 2870,.. :14-day .3400 . B-C, Made by,TESD. , -• •- . ,' -' . ,,• , 2484 , 7/23 Pre-cast slab #12. Palomar 4 . 2530 *Disc 14-day 3130 ] #8 A-B-C., Made by TESD.-•- 2537 7/28 Precast pai ne1#l9 Palomar#10 4k 2480 *Disc 6-day 2180 A-B-C-D Made by TESD 14-day 3220.L1 H CITy0 811//of, DePar meat Nr I / . • CG ? (1) Collins Development Company -. • - : - (5 City, of Carlsbad Building- Inspection Dept. - . - - - -- - ... - - - . - (1) Conrock' . - . - . - • - : - - . - "- -' " -. - -. -' - (1) Robert Carli & Associates - , -.. - . - TESTING EN INEER . S N DIEGO - REVIEWED REVIEW . H. Chap mn,'1t1Ffl882 THCac '7 THE FOLLOWING WAS NOTED: OTE JOS NO. H PROJECT 4 LOCATION CONTRACTOR OWNER WEATHER TEMP. 0 a AM 0 a PM PRESENT AT SITE - ROBERT PRATER ASSOCIATES 4 01 Consulting Soil, Foundation & Geological Engineers 10505 Roselle Street SAN DIEGO, CALIFORNIA 92121 (714) 453-5605 TO 22i 140A,E)J• Et,,ip ,, ti Z2Je - °ff/L,f>,E7-•a ,4-r4 9 -77(,A1 7JE pi' s ,s Q/,AJ4 J icr Jr)J 7? 4/27 2,C' hi— c2 JM iY 7 g,ei Y -if .4cj,T7o'/f 144.'E 6e.x1 d7') - 7 , Jij 1 JOIZ—_ Cr E Al --S 77Z, ,4-1t '4d' ,C Al o;J lw A9,J O14 COLLIN .JY COPIES TO For,M 24;-2 AaiIa0Ih2n £\.nc coon. MWS. 0 450 IllIJL]D 15 II©JII SIGNED 22 5 Date: CARLSBAD .Prepared by: V. e__Bl~d . Dept. VALUATION AND PLAN CHECK FEE . Finance Esgil PLAN CHECK NO.-' Co'e, ui BUILDING ADDRESS - I2o7 (. L 7q-i , Varue APPLICANT/CONTACT QA 5OSS eJf PHONE NO. 180 BUILDING OCCUPANCY M_R DESIGNER PHONE £1 TYPE OF CONSTRUCTION CONTRACTOR PHONE____________ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER - Air _Conditioning Commercial .• - • 2.85 - _Residential 2.40 Fire Sprinklers _i.jo Total Value t' a_S-c7 Building Permit Fee .I _- p4i 146 w roe"iI3-JI 'Account No. 65-638-0 1 (80% of plan check fee) 05 Account No. 01-000-4807 (20% of plan check fee) o'2. . COMMENTS:...' __c ___kOY... v'i cJ o C u.... cA. A e :. 9. .-. . . . :4'± . 3 . • .'B1dg. Dept. VALUATION AND PLAN CHECK FEE o Finance E] Esgil PLAN CHECK NO. 129 ___________ BUILDING ADDRESS Cor nev L fciinc Dr a4 ,/?avii?110 U,dct Rohie APPLICANT/CONTACT r/L,ar/,.4aoPHONE NO. 293-7750 BUILDING OCCUPANCY DESIGNER PHONE 993-7/ Q LA 515 d TYPE OF CONSTRUCTION Vt! ,prLe'edor'4TRACTOR PHONE J 27-33SQ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Aft 1' =rnzi 9-L 3 7 Air Conditioning J.'00, Commercial 2.85 Residential 2.4o /01 Fire Sprinklers Z1,Z8 62 i.o 4, 67/ Total Value ( fJ 4J ±O. Plan Cheek Fee Account No 65-638-0519 (80% of plan check fee) Account No. 01_000_4807 (20% Of plan check fee) /718/ COMMENTS .' Date 1 *(9 __ Prep 4ied byft CARLSBAD INTERDEPARTMENTAL INFOMATION S,.HEET IV BUIL.DIt'DEPARTMENT . DATE: BUILDING ADDRESS: APR 071981 CITY OF Building PLANNING DEPARTMENT 'ONE . LOT SIZE LOT WIDTH___________________ UNITS ALLOWED. . UNITS PROVIDED k . . PAING SPACES REQUIRED PROVIDED_____________________ COVERAGE ALLOWED ..._. PROVIDED - I BUILDING HEIGHT ALLOWED PROVIDED frj FRONTSETBACK SIDE SETBACK: REAR SETBACK: ALLOWED h PROVIDED__ . .. 0JL INTRUSIONS F . . - LANDSCAPE & IRRIGATION PLAN COMMENTS: - cc'9i____________________ OV(.Q ENVIRONMENTAL PROTECTION REQ: No_J&__bZ'V7i M'f_ Per 41 ADDITIONAL COMMENTS: Al/fr' OK TO ISSUE tE IIOI( OK 1T0 FINAL DATE Il' ENGINEERING DEPARTMENT R.O.W..___.____INDUSIL WASTE IMPROVEMENTS_______________ SEWER __ LOCATIONS GRADING PERMIT . EASEMENTS ._______DRAINAGE___________ LEGAL D E.S C RIP T ION ADDITIONAL COMMENTS _-1 it W79 OK TO ISSUE4'W%L.-ATE PW'f' OK-TO FINAL T FIREDEPARTMENT SPRINKLING SYSTEM FIRE PROTECTION EQUIP. FIRE ALARMS EXITS .' - FIRE HYDRANTS LOCATION_______________________________________ ADDITIONAL COMMENTS . OK TO ISSUE: DATE OK TO FINAL /.WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE_____ DATE CARLSBAD F,IRE'DEPART(1EFfl' PAGE 1 !OF .....LL.' '. 127.5 'ELM AVENUE, CARLSBAD, CA' 92008 (714) 438-5D211' FD_APPVD PLAN CHECK REPORT FS PROJECT ADDRESS ARCHITECT___C/ r',9.- ADDRESS _____________ PHONE 2 ;1_3 7 F 0. OWNER 5ori.ei7 /:;'C, V.. ADDRESS.: '•' ' PHONE .' OCCUPANCY_________CONST. _______TOTAL SQ. FT.. /tS.PRlNKLERED 0 TENANT IMP. Approval of plans is predicated on making the following correction& Ilcircled items shall be noted underseparate. BILUEET-NCgEp".'items items checked indicate corrections or addi'cns A copy of the final site plan all - S, and sheet fI ' " ' 0 ' ' shall be submitted to the Fire Department in addition to sets for the Building Department. Rechecks by appointment only. Fire Dept. final inspection required. Schedule all inspections 24 hours in advance. Phone (714).5 e5i. Fire extinguishers shall be provided. Type, location and number to be determined by lire inspector. , 03 'Storage, dispensing or use of any flammable or combustible. liquids, flammable gases and hazardous. A 'i ' 'chemicals shall comply with Uniform Fire Code regulations. 'I , () 'Bui!d'ing(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12.leeton pallets or in racks and6 feet for tires, plastics and some flammable liquids. If high stock piling is to bedone,,comply with Uniform. Fire Code, Article 35 or 81. ' 5., Medical-gas system(s) shalt comply with N.F.P.A. Standard '56F. 6. Fire sprinkler systems(s) per N.F.P.A. Standard 13 ' ' shall be provided to protect C e 14, C. V . , 7. Dry chemical extinguishing system(s) shall be ittaHed per N.F.P.A. Standard 96 to protect cooking equipment and exhaust system 8. 'Plans of 5'f/(c/C system(s) shall be approved by the Fire Dept. prior to installation of system(s). 0 9.' Show legal address(es) on'site plan and sheets 0 10.. Show size and location' of address numbers which shall be plainly visible from roadway building is addressed. 0 11. , Show on site plan locations of all nearby proposed or existing hydrants within 200 feet; .0 12.1 ' Hydrant(s) shall be provided and located Show location(s) on site plan Fire Flow: gpm for________ hours from_' hydrants .0 13. 'Access for fire apparatus is not adequate. Provide '0, 14. ' ' ' ' ' , shall be of . hour constructiory with openings protected with ' hour assemblies. '.15. A mechanical ventilation system providing minimum 6 air changes per hour shall be provided in -- . 'Exhaust air shall be taken, within 12 inches of floor with make-up air inlets located on opposite side of room within 12 inches of floor. 16. Comply with regulations on attached sheet(s), Ian Examiner. . _____ Date 0 Report mailed to architect 0 Met with 0 lt•W•!!• ,0, ouockite .:consulting-engineers . - - 17581 irvine boulevard - suite 211 - tustin, california 92680 $ . (714) 731-7211 STRUCTURAL CALCULATIONS FOR SIERRA SOUTHWEST BUILDING FOR T HN CARLSBAD, CALIFORNIA ROBERT L CARL! AND ASSOCIATES,A I A ARCHITECTS DESIGN CRITERIA BUILDING DEPARTMENT CARLSBAD, CALIFORNIA BUILDING 0••• ... ...UNIFORM BUILDING CODE,1976 EDITION SEISMIC ZQNE. • .............- .:-.. • • • • 4- - - CONCRETE 2000 PSI @ 28 DAYS REINFORCING ...... ASTM A-615,GRADE 40 STRUCTURAL STEEL...............•.' ......ASTMA-36 TIMBER D F GRADE AS NATED INDEX LOADS..-.. :. • • . •. .Li ROOF FRAMING Vi THROUGH V7 PANELS........................P1 :, 'I :-P4 . - FOUNDATION Si " S8 ESSIo* 'COLU 4 MS CL UCTkl OF CAUI rm Y. $ RAY V. KHAN STRUCTURAL NrTNFFP U JOB cry KHAN ASSOCIATE - 17581 Irvine Blvd. Suite 211 . SHEEVO. V.i_________OF TUSTIN, CALIFORNIA 92680 (714) 731-7211 (213) 628-1873 CALCULATED-BY MIft'J DATE -J4_g i CHECKED By . DATE 0 I . A non ....ii................ I............. ............. ............................................................................................. OD . -1--- _'th_ - yil . •.......................... 15- :q - - - --r.$------T- - : -I--1 - its 'L 14- - 1 I 1 11 1 Ito .1........ I.... PRU$LT 204-I 7 Ix. *Vin. 01450 1-10-f KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 (213) 628.1873 JOB SHEET NO. OF CALCULATED BY AH I4 DATE JA4 CHECKED BY DATE kim KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 (213) 628-1873 JOB SHEET NO. y— OF CALCULATED BY AA4 A DATE CHECKED BY DATE_________________ 0 4- MoDua 2041 7 Ix, Gt* Wm 01400 7Z04l 17t.c.,GIMmL 01450 .• - - ;.•, Q AAA KHAN ASSOCIATES 17581 trvin&Bvd. Suite211 TUSTIN, CALIFORNIA 92680 A (714) 731-7211 (213) 628-1873. CALCULATED BY F1}1 T' _ DATE t CHECKED BY DATE SCALE SI KHAN ASSOCIATE '. JOB___________ I 17581 Irvine Blvd. Suite 211 SHEET NO.______________________OF TUSTIN, CALIFORNIA 92680 S A (714) 31-7211 (213) 628-1873 CALCULATED BY /i1 r4 DATE o/ (714) CHECKED BY DATE 81 JOB SHEET NO. OF CALCULATED BY DATE I CHECKED BY DATE SCALE KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 (213) 628-1873 1* I KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 (213) 628-1873 fl.. SHEET NO. .E-J OF_ CALCULATED BY DATE CHECKED BY DATE SCALE --- - -o C;%rVEAL) ......... ............................ 6mie Fe 2it C.p ASsuJ 3 &i;4 O.Jt= Mt'.1 tEF. \1t )2&Z eo1 S p' ~i ...........................................4 ............... ..... ...... .,. t%iOIAtL ivtr 4tG1 Vu øI A-c 1 P'4. .I3Xt614.g.i! '5 -_F.4_6 .ecda i4.. 1 iAJw 2!S41 All O P 11'1341. Is Pwo s'i giRgj ML. Glum an O4O U 11 KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CAUFORNIA 92680 (714) 731•7211 (213) 628.1873 JOB si SHEET NO. P OF CALCULATED BY AI4 DATE CHECKED BY DATE SCALE KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 (213) 628-1873 JOB SHEET NO. OF CALCULATED BY DATE--- CHECKED BY____________________________ DATE SCALE PROT 2%I tx.. Qatm 19M 01450 'p N KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 (213) 628-1873 JOB SHEET NO.— OF CALCULATED BY Aw 14 DATE CHECKED BY DATE P'xTI 1JIn. Cm Mm 01450 .............. .............. . .... ... ...... .. . ........ .... .... .. .. . .. ...... ....... ...... ...... ............. . ...... ..... .. ........... .......... . . ... ............. . .... ............ . .......... ............. ............. . .......... .. . ............. ... .. .. .... . .............. ............. ............. ........ ..... .......... V, ........... ........... ........ .... . I ......... ... ............. ..... ......... ..... .... .. ......... .. . .... .................................. .......... ... ... ... .... . ...... ............. 4 KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731.7211 (213) 628-1873 JOB SHEET NO.-OF CALCULATED BY______________________ DATE - 3 -61 CHECKED BY DATE SCALE I/e? 1.Tr PET 2011 /7 . G,1m. mm 01450 KHAN ASSOCIATES OB ' 17581 Irvine Blvd. Suite 211 ' SHEET NO. ' OF TUSTIN, CALIFORNIA92680 (714) 731-7211 (213) 6284873 -CALCULATED BY___________________ DATE - CHECKED BY DATE KHAN ASSOCIATES JOB I 17581 Irvine Blvd. Suite 211 S OF TUSTIN CALIFORNIA 92680 k A (714) 731 7211 (213) 628 1873 CALCULATED BY___________________ DATE CHECKED BY DATE EM KHAN ASSOCIATES . JOB 17581 Irvine Blvd. Suite 211 SHEET NO. ____________________ OF-. TUSTIN, CALIFORNIA 92680 . DATE (714) 731-7211 (213) 628-1873 CALCULATED BY___________________ CHECKED BY DATE ci.....ri'..........'4: ...U1.S........_____....4....I KHAN ASSOCIATES . JOB_________________________ 17581 Irvine Blvd. Suite 211 SHEET NO. OF TUSTIN, CALIFORNIA 92680 . A. (714) 731-7211 (213) 628-1873 CALCULATED BY_'T1t1. DATE CHECKED BY DATE SCALE - PEUT 204-I I7 im, woA Macs 01404 - . .. ........--.- -- -. . KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 (213) 628-1873 0.1 JOB SHEET NO. . OF CALCULATED BY DATE CHECKED BY DATE ô, Robert R. Proter, C.E. 7942-7980 ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers : Wm. David Hespeler, C.E. 218-1J, 4073 •: c Collins General Contractors JR c v 11750 Sorrento Valley Road, Suite 209 San Diego, California 92121 JUL2 gg Attention: Messrs. John Carhart. and Win Wutke CITY OF CARLSBAD Building Department Re: Earthwork Observation and Testing Services Palomar Airport Business Park - Lot 4 4 Carlsbad Tract No. 79-1 Carlsbad, California '*7€-'-seer-7 9-( Gentlemen: In accordance with your request we are providing earthwork observation and testing ser- vices in connection with the subject project. A geotechnièal investigation for the Phase I portion of the business park was performed by our predecessor firm, the results of which were presented in a report titled "Geotechnical Investigation, C. C. & F. Palomar Airport Business Park - Phase I,- Carlsbad, California," dated February 26, 1974. In addition, an earlier earthwork observation, and testing services and foundation recom- mendations report dated November 28, '1979, was issued for Parcel Bof Lot 12 of which the subject project is a portion of. During the period of June '9 through June 23, 1981, our representative was present at the site to observe the earthwork operations and to provide field density testing services as required. The results ofour field density and laboratory compaction tests are presented in the attached Tables A and B, respectively. The approximate locations of the field density tests are indicated on the attached Site Plan, Figure 1. Based on our observations and the attached test results, it is our opinion that the recent finish grading operations were carried out in accordance with the recommendations of the geotechnical investigation report. Accordingly, it is our opinion that the building pad has been satisfactorily completed and--suitably prepared for construction of the proposed building. - , • Work remaining at the site which will'require additional earthwork observation and testing services includes 1) the placement and compaction of utility and storm drain trench back- fills, 2) the placement and compaction of retaining wall backfills, 3) the preparation and 10505 Roselle Street, Son Diego, California 92121 '(714) 453-5605 V •, 'S 5, .•. June 29, 1981 218-1J, 4073 Page compaction of the pavement subgrade soils to 95 percent relative compaction, and 4) the placement-and Compaction of the pavement base rock layer to95 percent relative compac- tion It is our understanding that present plans call for the construction of a variable height, curved retaining wall along the northwest corner of the site Apparently, the wall will be up to seven feet high and will be constructed on sloping ground Our previous recom- mendations for site development have not included design parameters for retainting walls constructed on sloping ground When plans for the wall are finalized design recommenda- tions can be developed - Our services consist of professional opinions and recommendations made in accordance with generall> accepted geotechnical engineering principles and practices This warranty is in lieu of all other warranties either express or implied If you have onyquestions, please call Very truly yours, ROBERT PRATER ASSOCIATES fhn La Bair, RC No 221385 JLBcc Copes:. Addressee (4) City of Carlsbad, Building Inspection Department (2) 45 'E . -.• -*: I CAMINOVIDAROBLE J. • ', f :': - • -. Z41 - - - / - : : • ,• -- ,.- AC. ,,•• • • :... • e•'• 1, 50F it Ilk - ' : 239 -, •- - - - ,j'- _•rc. i.; / -•• w J ' - -' • -. • - -: -- -' - -• - ••;• T :* ' 77 N f S f - • / / LEGEND Apprximate Scale (Feet) Indicates approximate location 2550 100 of field density test. - Base: A grading plan titled "Lot 4 Map 9389 S. S. CO." Sheet lof 1, dated 5/13/81. • - SITE PLAN PALO MAR AIRPORT BUSINESS PARK — LOT 4 • ROBERT PRATER ASSOCIATES Foundation Carlsbad, California Consulting Soil. I GeoIogcoI Eng•nee's PROJECT NO. I DATE • 218-li Figure June 1981 1 1 218-1J TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78) Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No Date of Test Test Location (Feet) (%) (pcf) (%) Curve No Remarks 1 6/15/81 Building Pad 238 15 104.6 92 1 2 6/15/81 Building Pad 238 16 106.1 93 1 3 6/16/81 Building Pad 239 (FSG) 14 104.2 92 1 4 6/16/81 Building Pad 239 (FSG) 12 104 .8, 92 1 5 6/23/8 1 Slope Area - Northwest Corner 229 14 99 0 90 2 6 6/23/81 Slope Area - Northwest Corner 231 16 108.6 94 3 t Notes 1)"Compactton Curve No refers to Table B - - - - ---. Unless otherwise noted elevations shown are to nearest foot. "FSG" denotes finish subgrade elevation. 218-li TABLE LABORATORY COMPACTION TEST RESULTS(ASTM D1557-78) Maximum Optimum Compaction Test Description of Source of Dry Density Water Content (Curve)No. Material Material (pcf) (%) 1 SANDY SILT On-site 113.5 14.0 (ML), tan 2 SILTY AND SANDY On-site 110.0 15.7 CLAY (CH), tan 3 SILTY SAND On-site 115.5 13.5 (SM), brown I Form I. BUILDING DATA FORM . ,vl BUILDING ENVELOPE COMPLIANCE : Southwest'Energy Management; Inc Fred' Na Project Title Sierra Southwest Commercial Bldg Location Carlsbad, CA Date 3/20/81 Project Designer Robert Carli and Associates Checked by Date Usedt Oceanside .SITE-DESCRIPTION Location Code Numbér(from,Table 2of Appendix 1) 1 157 'Latitude .'. 2 33.2 :,Degreè Days-heating (from Table, 2 of Appendix 1) ' 2,.092 SF; Solar Factor (from Fig. 4.1.17 or Table 2 of Appendix 1) 4 '122.7 ET,' ASH RAE design terrip - 78° (from Table 2 of Appendix 1)' 5 6 BLDG DESCRIPTION Occupancy Type Code Number (from Table 1 of Appendix 1) 6 054/005 Gross heated floor area sq ft 7 476 Number of floors .' - 8 1 Ground Floor Perimeter, ft. " :, . g. 2:39 Longest diagonal dimension at ground floor, ft 10 244 Height ft ii 23 Record the detailed materials data on the Materials Data Form Form 2 Wall Surface Areas Aopaque wali 12 J10,761 Awjdow 13 3,724 A0o 14 1,478 Total A0 Line'12 + 13 + 14 15 15,963 Heat Transfer Coefficients (see Section 4 1 8) winter . Uwaii ' 16 0 .41 (heating)' Uwind0w 17 - %1.10 Uo r 18 0.47 summer UW 19 fl444 (cooling) u 20 .1 .04 UdOor 21 0.46 'Shading coefficient.of glass, (from Table 3 of Appendix 1) . Sc 22 ' 0.95, , Weight of Wall Construction, lb/ft2 ' w 23 80 Mass Correction Factor (from Fig. 4.1.16) ", , . •' . MCF 24 p75. Equivalent Temperature Difference (from Fig 4 1 16) TDeq 25 23 Roof Surface Areas Aopaque roof 26 44 ,116 . . . . . .. Askyiight 27 360 Total Aor (26 + 27) 28 44,476 % skylights (27/28) 29 o.008 Note: If Line 291s 5% or greater, automatic light-sensitive . . switching systems are required in the area lighted by sky- light • Enter the difference between',line 27 and 5% of line 28, or , . • iero, whichever, is the greater: ' ' ' , . ' ' 30' Enter the sum of line 26 and Iine.30 • , , . .': 31 44,116 IiUILUI1'JCi DATA P OHM — HUll DING INVI LOPI COMILI/\NCI I1uuu . oil tniii I PROJECT TITLE Sierra Southwest Commercial Building Heat Transfer Coefficients (See Section 4.1.8). •: - •. •.. 0 winter Uroof 32 0.048 (heating) . S skylight 33 0.70 summer r 34 0.048 (cooling) • . ' 35 0.46 Shading Coefficient of skylight (from -Table 3 of Appendix 1) SC5 36 0 .80 Mass Coefficient (from Fig 4 116) Mc 37 0.92 Absorptance (from Fig 4 116) Ac 38 1 Floor : •' Floor Area over unheated space . •. A0f. 39 all slab U value for floor U0f 40 HEATING DESIGN CRITERION Standard U0 (from Fig 4 1 2) 43 0.429 Standard Uor, (from Fig 4"1.3) 44 0 1000 Standard U0f (from Fig 4.1-4). 45 n/a Maximum allowable U0 (from Fig 4 1. 1) 46 .0 .187 Proposed U0 (from Fig 4 1 7) 0 533 Proposed Uor (from Fig 4 110) 48 0.053 Proposed U0f (from line 40) 49 n/a Proposed U0 (from Fig 4 11) 50 0.180 . .. . . . S . - -.. : .. Line 50 must not -. exceed line 48 Note: U0, is calculated from the equation of Fig. 4. 1, 10 for . the proposed:bullo'ing using the value- from line 30 for the area of skylights, and the value, from line 31 for the overall roof: area A0, COOLING DESIGN CRITERION Standard OTTWW (from Fig M15) 51 31 .6, Standard OTTVr (41 x line 44) 52 4 10 Standard OTTV (from Fig 4 113) 53 11 363 Proposed OTTV (from Fig 4 114) 26 38 Proposed011Vr(from Fig 4.1.1.4).. 55 2.582 Proposed OTTV (from Fig 4 113) 56 8.86-7 Line 56 must not . • • . exceed line 53 Note 0 TTV, for the proposed building is calculated from the equation of Fig. 4. 1. 14 using the vake from line 27 for-the' • . . • • area of skylights, and the value from line 28 for the overall roof Standard Uo Standard Uo Standard Uo HEATING DESIGN CRITERIA (St an* Uow)(Gross Wa11.A) '+ (Stan. Uor)(Gross Roof A) Combined Area (0 429) (15,963)+(9 100) (44,476) 60,439 0 187 Proposed 'U 0w -(,Uov wall)(A)(MFC)+ (Other Mal Types) + (Uw1n)(A).`+ (Udoo ( Combined Area. Proposed Uow (0.'461).(1.0,761.) (0 75)+(1 io) (3,724)+(o 47) (1,478) 15,963 Proposed Uow = 0.533 • Propose or -. (Ur)(A)'+(OtherRoof types) + (Usky)(A) Combined Aea Proposed Uor = (0 048) (44,116)+(0 70) (360) 44,476 Proposed Uor 0.053 • P0 osed Uc (Prop Uow)(A) r + (Prop Uor)(A) Combined Area Proposed Uo = (0 533) (15,963)4(0.'05,3) (441 476) 60,439 Proposed Uo • o-180 S •• • • • • • Note Ad Uof when not exempt Standard OTTV Standard OTTV StandardOTTV Combined COOLING DESIGN CRITERIA - (Stan OTTVw)(A) +(Stan OTTVr)(A) Areas (31 6) (15,963)+(4 10) (44,476) 60,439 11.'363* : • Exposed Shaded Proposed OTTVw (Uop wal1).(A)TD) +(Win A) (Sol ar F)(ShaeCo) + (win A)(3 0) (S i) .. Clomb fn e Ar.6s . . -. Proposed OTTVw = (0 444) (10,761) (23)+(2,064)'(12 2 7) (0 95)+(1,660) (30) (0.95) + (1 04) • : - . • 15,963 .: (3,724) (6) Proposed OTTVw 26 38 (41 (Ur) Co)(Mass Co) + (118)(Skylite Shade Co)(A) Proposed OTTVr + (Cool Delta T) (Us ky)(A) Combined Areas Proposed OTTVr = 44,476 Proposed OTTVr 2 582 ropose OTTV (prop OTT V)(AL± (prop OTTVr)(A1 Combined Areas Proposed OTTV = (26 38) (15j.:963)+(2.582-) (44,476) 60,439 Proposed OTTV = 8.867.' Form 2 ..MATERIALS DATA FORM '1 BUILDING ENVELOPE COMPLIANCE .. I Southwest. Energy Management, Inc. Nagy Project Title Sierra Southwest 'Commercial Building Documented by I S. . Carlsbad, CA Date 3/20/81 Location Project Designer Robert L Carli and Associates Checked by Date' Wall Wall Type 1 Blobk I ••.•• . .. = Weight of'wall construction, lb/ft2 (see Seô. 4.1.8) Wi. 1 80 Heat Transfer Coefficient (see Sec. 4.1.8). 1.. Y,2 0.461-0.444 Surface Areas (attath sheets to document any addItIonal Orientation 3 North compass orientations) Area 4 1, 714 Orientation 5 South Area 6 2,932 Orientation 7 East Area 8 3,367 Orientation g West Area 10 2,748 Wall Type 2 Weight of wall construction lb/ft2 W2 n/a '. Heat Transfer Coefficient . . . . . 02 12 ____________ '. :5Surface Areas (Attach sheets to document any additional Orientation 13 compass orientations) . . • Area 14 , Orientation 15 Area 16 Orientation .17 Area .18 Orientation 19 . . Area 20 Wall Type .3 Weight of wall conuction, lb/ft2' .. • . W3 21 n/a Heat Transfer Coefficient . . . . . - . U3 22 , Surface Areas (Attach sheets to document any additional Orientation 23 compass orientations) . . . ea Ar 24 Orientation 25 Area 26 . Orientation 27 Area 28 Orientation 29 Area 30 MA'I' LiiIALI)A'I'A IOIIM'— UUILUIN NVLOI'COMI'LIANC ' iu' ul ui.0 Sierra Southwest Commercial Building PROJECT TITLE Wall Type 4 S Weight of wall.constructiori, lb/ft2 '. S. . W4 31. n/a Surface Areas (Attach sheets to document any additional U4 32 compass orientations) Orientation 33 ': Area 34 OrientatIon' 35 Area 36 Orientation 37 Area 38 Orientation 39 Area 40 Glass Type 1. . . . . Shadingcoefficient (from Table 3 of Appendix 1 or mfrs. data)' 41 0.95 Heat -Transfer-Coefficient (from mfrs. data) ' " '' . , ' 42 1.10-1.04 Surface Areas (Attach sheets to document any. additional Orientation 43 North compass orientations): . . . Area 44 819 Orientation 45 West Area. 46 2,905 Orientation .47 '. ' ' '' . " ., . ' . " ' , '. ' . 'Area 48 Orientation 49 'Area 50 - Glass Type 2 , - , Shading coefficieni'(from Table.3of Appendix 1 or mfrs. data) , 51 n/a Heat Transfer Coefficient (from mfrs. data) , 52 - Surface.Areas (Attach sheets to document any 'additional Orientation 53' compass orientations) ' ' . ' Area ' 54 Orientation 55 , Area 56 ' ' S ' '• ' ' • , . ' Orientation 57 Area .58 • ' .:.. ' Orientation 59 ,Area 60 Glass,Type3 Shading' coefficient' (from Table 3 of Appendix 1 or mfrs. data) - ' 61 n/a Heat Transfer. Coefficient (from mfrs.datà) 62 — Surface Areas (Attach sheets to'doèument any,additional Orientation 63 -' ' ' • ' - 'compass orientations) - , S 5, , Area , , ,64 S • ' ' ' S ' -• ' - 5 ' • ' Orientation 65 S ' ' " ' ' . S •, ' ' S • Area.. 66 ' : ' '-• 5 ' '. 5 , , -' •, ' . • -• , - - Orientation 67 S ' ' ' ' - Area 68 Orientation 69 'S ' . S •, , • S ' Area 70 .5 . S MA I LIIIALU hA IA IOlIM — IJUILL)II'JU 12NVLLOI'I1 (..0MI'LIANCL l'uu J ul of 111 I PROJECT TITLE Sierra Southwest Commercial Building Glass Type 4 n/a Shading coefficient (from Table 3 of Appendix 1 or mfrs data) 71 Heat Transfer Coefficient (from mfrs data) 72 Surface Areas (Attach sheets to document any additional Orientation 73 compass orientations) Area 74 Orientation 75 •• •.. -S. •S •' Area 76 : Orientation 77 Area 78 Orientation 79 Area 80 Roof Roof Type 1 Weight of roof construction, lb/ft2 (see Section 4 1 8) 81 18 Heat Transfer Coefficient (see Section 4 1 8) 82 0 048 Surface Area (Attach sheets to document any additionai roof types) 83 44,116 Skylight Area 306 Skylight Shading Coefficient (from Table 3 of Appendix 1) 85 0.80 Skylight Heat Transfer Coefficient (U value) 86 0.70-0.46 Floor Floor Type 1 (floors over non air conditioned spaces only) Weight of floor construction, lb/ft2 (see Section 4 1 8) 87 all slab Heat Transfer Coefficient (see Section 4 1 8) 88 • • •• •: Surface Area (attach sheets to document any additional floor types) •. 89 S • - .. • Doors • •. . S • Surface Area • 0 •• 5 90 1,478 Heat Transfer Coefficient (U value, see Table 4 of Appendix 1) 91 0.47-0.46 -11 COEFFICIENT Form 3 PROPOSED CONSTRUCTION ASSEMBLY R List of Construction Component, 6.5!' concrete Block (solid grout) 1,32 7. Inside Surface Air Film 0,68 0.68 cooling heating Sketch of Coristruátion Assembly • Outside Surface Air Film 0.25 0.17 WEIGHT: 80 l0t2 •. •• • cooling heating .75MFc .'. S • • : Check one'. TDég 23 Total Resistance Rt • 2.25 2.17 S • • cooling • heating Wall X_.. ••' S •' Roof 5; U.Valtie (I/Rt) • • 0444 " 0.461 • : • •cooling heating Floor .- • S • S • -11 corrricirwr . -0 For PROPOSED CONSTRUCTION ASSEMBLY • List of Construction Components 1 Built—up Roof . . . . 032 . 2 Building Paper (2 layers) 0 12 3 R-19 19 00 4 5" Plywood 0 625 5.. S. 5' 8.. inside.Surface Air Film 0.62 0.62 cooling . heating Sketch of Construction Assembly . . S 5•S• Outside Surface Air Film. . 0.25 0.17 WEIGHT 18 10ft2 cooling heating 55 5 Check one • •. Total Resistance Rt . • : . .• 20.945 20,865 . 5 5 5 5 . cooling . heating .. Wall_ 5.. .5 • •.;•. . . •: • S • S Roof __. . . U-Vakie (l/Rt) • 5.. • 0.048 • . 0.048. S . . •. . cooling heating Floor. • - S •• .. S • S • • •• S