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HomeMy WebLinkAbout1545 FARADAY AVE; ; CB961363; Permit~Ulf~- u l / .1. 1:, /' 9 7 1J 1j : l.J: ~J 2, I.I I L [i I N G f · ,5l'Jt? • J. ,) f 1 Job Addre~s: 15~5 FARAr~~ AV Pc:·rmi t ·:cyp,3: IUDU':3'TRIAL E',UILDHJG Pb~C~~ No: ~12-13U-~9-UO 11 ::1 J. u -::r t i un. : 2 ::; 7 , ::; u;:, o,:.:cu!:,ancy Gr,:-,ui:,: D2z~r1pti0n: ll,9j2 SP SHELL '· ,\ ·+ GRt)\IEH, DOl\JALV !JS LJVE.RPOO.L CARDIFF CA DF( I STE C 9~uu/ A,]ju::.:1::ment:::: i.t9,tj7~,.-6:3 • !;!r T,:,t a.l f',?,.2;:: : / Suit.=·: Lc,t#: 1!14 ? :-Cl'iti t Prvj,::·ct 0·,2'-"=' l,.,pmen t Cunstruct1on Type: Statu::::: Appli·:1•.l: Apr/ Is;2.;u,.:': Ent:::-:::-,:c·d By: 619-4~15-4951 i:-,O!r"" : .-:.':·1lect--~,-1 1: ,.,.,F ~1· t ~ ,-~--••••••• ..... ..i '·'· _,._u .:::, (' t; '3 6 l :, 6 ~; ,.4 ~! 1) ( I l 'j 1:, :i iTI'J 1·:,SUE_1 0 7 ,/ :~ (5 "· tj 1:, '"" 111;~5 -~.'/ R~,·JA -: -,y-. • ' • A.... , ,-~ S , ~' ~, 't S -, - 8ui J.din,:; Permit "'" . . . . _/ "~- '' ' . ' En-,:er #Units 1:., Coae-Pot-~,t:::.~ ~·ll:l::\i.c· ;,,n,::,,;,:i··,-:;::p<";;J; · ,, 1;':'2 Ent,=.·:.: "Y" fv:c Plumbing L·::sa-1-."1 ;7·<?•:: <, Each Bu1lJing Sewer · E-:tch f~,: .. _,f [l:c,:iln Each Install,Repair Water Lin~ t-; l?LrJ,··lBil,JG TOTAL Enter "Y" for Electric fee? > ::;ir1 1Jl•::-Ph-.:1.s·~· Per AI·iP > t ELECTRICAL TOTAL Enter ·y· fc,r l'iechanical Is:::ue Fee> ... \1· \::. -, ' , \ .-, :,: : 3(~---·--~; '• 8l) I) i. 5 ,, 11 () .. '?. OU ' 7.UO I / i:, u. u !) 5 2 ] .~: • I_! U Y 479:::. !lU 2111:-,.:.oa -±7":ltl. fl n (., s i4 2 o.:. .. 6::~ 51:l:OI.', ()(I [l'c 2u.oo Y 1 ~) ~ IJ [) :?_ .l • () 11 7. ()i_l 6 : •. U 0 ltJ,UO \' 21JU, i.lU .~J.,U.Lt1 ..,_.,,..: .. "'i w it·, ... APPROVAL IN~~-DATE[z~/?-f7 CITY OF CARLSB 2075 Las Palmas Dr., Carlsbad, CA 9i<>flf.lO>oo-.-16., \: I• l C1~11--9L/t? PElpMl"f APPIJCATION PLAN CHECK NO. "-City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1. PERMIT TYPE From list 1 (see back) give code of Permit-Type: ___________ _ For Residential Projects Only: From list 2 (see back) give Code of Structure-Type: _____________________ _ Net Loss/Gain of Dwelling Units _________________ _ 2. PROJECT JNFORMATION FOR OFFICE·US'ETONLY 1.:£: .. :; Address IS'4s' ~g.At:5,0'{ Av, Building or Su1te No. Nearest Cross Street C.Of..L., £GE: LEGAL DESCRIPTION Lot No. Subd1VJs1on Name/Number Umt No. Phase No. /04 C412-1..5eRD 121!:~,Z.<:.f-) CE~:n=JZ-CHECK BEWW IP sUBMl'IJ;ED: f;r1"Energy Cales D 2 Structural Cales ~ Soils Report D 1 Addressed Envelope ASSESSO ' PARCE -'2. XISTI S # OF BATHROOMS 1 eren rom app 1can Gt,2..ov et"'/ P:,111 ADDREss /3,5 L!VS"P-fbo'-0(2. . Sutrer-'c.J 'f~7 DAY TELEPHONE 4,g<:;;,.-4Cf -/ CITY STATE ZIP CODE DAY TELEPHONE s. ~~iZc~::en:}rst) 14-A'!Gl:!=m»~I /50P-,,l!F ADDRESS 22G.o 'fZ.<STf/€72.rdP-P /21). S7E', I/¢ A-P STATE CA,. zrPcoDE 9Zoo<!:>DAYTELEPHONE 3/ -/3-i.. NAME (last name first) CITY~ (jJ pf-{Tl;O!JJ% :PJC, ADDRESS (:p > S--/ (]nh /J.e_f /00 STATE C/t ZIP CODE Cf Zoot:j DAY TELEPHONE C/3 / f { >0 STATE UC. #A:'t'S-;,S7l.ucENSE CIASS A: CITY BUSINESS UC.# l 2-0 z.3 g-c,i DESIGNER NAME (last name hrst) (E;:Jf2o v6"2.. 1 VOA! A i.J ADDRESS / 3 s-LI 1/~P-poo(. o ,z.. . S,o Ire '<' 1 CITY ~)412-Dl FF STATE CA. ZIPCODE :z'.k:C7DAYTELEPHONE 4¾ .. 41~kuc.# <::'23:3/~ 1. WORKERS' OOMPENsA11oN W9rkers' Co!Ilpensatlon Declaration: I hereby afhrm iliac I have a cernhcate of consent to self-insure issued by ilie Director oflndustnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Departm~~Section 3800, Lab. C). 'lNSURANCECOMPANYc;~ POIJCYNO. Z,-i.q,,.q&J t ~iTIONDATE (0-/-ff 7 ern 1cate o xemptlon: cern at m t e per ormance o e wor or w 1c 1s permit 1s issue , s a not emp oy any person many manner so as to become subject to the Workers' Compensation Laws of California. SIGN.ATUl~JL --_--• ---· DATE s. ;oWN_Ell_-.B!l@MJJEq.ARATION Owner-Budder Declaration: I hereby afhrm that I am exempt from the ContractoPs license Law for the foliowmg reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). 0 I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNA111RE JiiKrt ~-- t.._...;...-<------......__, COMPLETE THIS SEciioN FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES D NO Is ·the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES D NO 1F ANY OF TifE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE~ AFfER JULY 1, 1989 UNLESS TifE APPUCANT HAS MET OR IS MEETING TifE REQUIREMENTS OF TifE OFFICE OF EMERGENCY SERVI~ AND TifE AIR POU.UTION CON1ROL DISIRICT. 9. OONSIR0CIIDN LENDING AGENCY l hereby afhrm iliac there 1s a construction lending agency for ilie performance of ilie work for which this permit 1s issued (Sec 3097(1) C1VJJ Code). LENDER'S NAME LENDER'S ADDRESS lo. APPDCAN I CEIU1FICA"IION 1 cernfy iliat l have read ilie apphcat1on and state iliac ilie above informat1on 1s correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I AISO AGREE 1U SAVE INDEMNIFY AND KEEP HARMLESS TifE Cl1Y OF CARI.SBAD AGAINSf All UABILITIES, JUDGMENTS, COSI'S AND EXPENSES WIDCH MAY IN ANY WAY Acx:RUE AGAINSf SAID Cl1Y IN CONSEQUENCE OF TifE GRANTING OF TIIlS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Finance r ---------'-----' +-n t l l / l ; I / ~ ~I i u : ! I i~'. .J .;-i b A, 1, 3.r •:<:: ::: : l S '± :, F ARAI.J,;:~ ~: 1-, \I 1-1 ,:-irrn1 t T'}'t_:q?: PL!Jl·leit\!(:: ';,:li"Ct:-,l l,J,,: .:::12-~ .:/1 1-29-1)0 t :?t:I~ll t I .. l,:1 ; t~(;·J/i:~t~c:2 1:'i.-··.1j:?(~t if,i-p~,:-u.:..·:·:.~ l);:·Vri l· 'f1rtu?ft t I'.11.): J..f;6S 01. ':~)/?7 (!~··D.L /'._. c-::·~\ (1\:' ClJ 1:1,:t CtC y (-;L '~•lJ.l_:1 ! ~~2: f 1;-'i,,'" t?tl1-: •; w,i:t: St cl t l.L' : j ~. ;:~ 1.r::::r, Appl:•.'='': : n 1 , .L 1: ,, ':' 7 i-i.r;,r I I:::: .JW?: u 1 /lo/ :, 7 E!rh?r,? 1 °!:''.': Rhl'. r1,:-,.:;,::::: J.F•T :l.':·r~: 1::,:r,ELGEOUr:I) PL!Jl0:E,L·J,::; FC.:.:,':r··1° : ONLY-IL I .. J .I·~ EIJJ.LDING-/.i.(!l.. CIJqb[3b.3 .u.1_:,1.:-l /(,-,,mr : GR(:VE:?~, DOHAL[l 135 LIVERPOOL DR,STE C CA:::":DIFF CA 92t1uJ ' :. ;\ . \ .\ Fr;-(;·S: A,J JUS tm,?n ts : t ,' ,,/ _1 \ ,._ -_,,', ': ",\ , -,,,,. ' ~, . : ) ' -~ / ' ' , ',:;-i,., ~-=··; .l: ~~-l £." , +., ..... ";,, .1 ........ J .... "·:.L/-.t,.i. .,~. \ • nu ~ /) I ) ::o.uu ' ' ~ e ' ' ---------------------~----------------------------------~------------------(1':h,?.!.-. -~.---. -.--.:Jit,;C:i+-1'.'.'.>,_-/ ·.,_; . 30.0ri UI•![>F{t:; '~ : -~ .-... ~~~ ¢..,..-:;; ... --4 • -• ,;/ ' / -, ~~, -" . \ .· ; j. i )J ~ \ 1' FINAL APPROVAL .. INSP. ___ DATE __ _ CLEARANCE _____ _ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ::. E S .r E Ft f E f~ 1~ J I T b' :l~IL"' J_ ,:,f ,Job A,i,'ff•?.:.:::,: l FARA[1.i-'.Y i-.V ::,u_i tE-,: :.:·e·nni t '-L':i'J::•f.:!: SE\1.JEF~ -OfFICE/WAS£HOTJSE 1:i •=i rt; t?\ 1 !\!' I~ l : •~ l 2 -1 ;: ( f -2 9 -0 0 C1e::;i:-r1f:-t:.-:1n: 11,4'99 3? SHELL f'.IJILI1ING 6J.9-4]6-L.i?51 PlanC!.:#: Sta tu·:::: r:.:. :,T_!ED Ar:~~·liE .. ,1: c::1 . .'(1:.::,191:~ Ai;,:c/IS~I..!'.;'! tll/15 :97 E:-:pi 1_.-.?,:: GRO\JE'.:t, [H)i,;ALD l :: :, LIVERPOOL CABDIFF (A [>R,!:,:CE C ~12UC17 Pri=-par,?d E',y: MAM Fees: AdJu.::tments: 6,~40..1.J(J • 1.l :) . -. -------------------------------------------/"" ' , ~ "" ?; ', , \. ' '._ • 1J'-:~t,~l : C'.!' 2di t :'~>: • u U T (, t -:i l ·· \?~, 1~r{,= n_t;.: :\ . u 1 ' [~ ~i,~(Y:'Blf-~~,;,.tr:·~ ' 6, '± 4 4. 0 0 Fe•?-d 12scription ,.. ,1,·,-it·-·-, '::-,~:1:.:/\lp-'. t.: Ext fee Dat::; -~~~~~-;,~;~~~:~;-~;:~~~~r·c,ot :~;~---; .~ y ~-, ~~~--"" ---,:\5:-·>-·· --\_-------~~:~----- T,:ital EDUs Sewer Fee Enter Sewe£ EDUs and SEWSR TOTAL ,, -', ' ¾, ' .. , / ', ''· Area,). '1'\:' / 1 'I , ! : ' '\ -.., CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 2.'±0 4.:,31:1,,1,u 211U.(IIJ f' 6444. t.:n I FINAL BUILDING INSPECTION DEPT:· BUILDING ENGINEERING PLAN CHECK#: CB961363 PERMIT#: CB961363 FIRE PLANNING U/M WATER PROJECT NAME: 11,992 SF SHELL ADDRESS: 1545 FARADAY AV LOT# 104 CONTACT PERSON/PHONE#: B/VICKI/931-1130 SEWER DIST: WATER DIST: DATE DATE: 07/09/97 "PERMIT TYPE: INDUST : JlJi.. -9 ..... ,,t(. '-l 1 ,,, INSPECTED BY: INSPECTED: 7-'9-7'7 APPROVED r/ DISAPPROVED INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED / FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE ~N~~/U/M WATER •LAN CHECK#: CB961363 ERMIT#: CB961363 PROJECT NAME: 11,992 SF SHELL ADDRESS: 1545 FARADAY AV LOT# 104 CONTACT PERSON/PHONE#: B/VICKI/931-1130 SEWER DIST: WATER DIST: !~7PECTE~.~ DATE 1-r-r7 INSPECTED: I INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: COMMENTS: DATE: 07/09/97 PERMIT TYPE: INDUST APPROVED .K DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED Cit~ ?AtJD~c;Ptl' /// ~e._ o,tC-~t//ti)/J/t. '---S76P<:. 1AJ • • ,_ ____________ _ FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING ffi_RE__:7 PLANNING U/M WATER PLAN CHECK#: CB961363 PERMIT#: CB961363 PROJECT NAME: 11,992 SF SHELL ADDRESS: 1545 FARADAY AV LOT# 104 CONTACT PERSON/PHONE#: B/VICKI/931-1130 SEWER DIST: WATER DIST: INSPECTED BY: (0 . !Q~k INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: lo/ q 1 APPROVED APPROVED APPROVED DATE: 07/09/97 PERMIT TYPE: INDUST By v__ DISAPPROVED DISAPPROVED DISAPPROVED FINAL BUILDING INSPECTION DEPT:· BUILDING ENGINEERING FIRE PLANNING U/M WATER P~ CHECK#: CB961363 PERMIT#: CB961363 PROJECT NAME: 11,992 SF SHELL ADDRESS: 1545 FARADAY AV LOT# 104 CONTACT PERSON/PHONE#: B/VICKI/931-1130 SEWER DIST: WATER DIST: INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DATE: 07/09/97 PERMIT TYPE: INDUST DISAPPROVED DISAPPROVED FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING PLAN CHECK#: CB961363 PERMIT#: CB961363 FIRE PLANNING U/M [WATER PROJECT NAME: 11,992 SF SH~LL ADDRESS: 1545 FARADAY AV LOT# 104 CONTACT PERSON/PHONE#: B/VICKI/931-1130 SEWER DIST: WATER DIST: INSPECTED BY: INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: 7-<J-~7 ,;DATE:=----07 /09/97 · PEJ.U1'I';r'· :T:YPE: INDUST / .;:..,:-.":__~ -I J' ----- APPROVED _i__ DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED t, PERMIT# CB961363 DESCEIPTION: 11,992 SF SHELL TYPE: INDUST CITY OF CARLSBAD INSPECTION REQUEST FOR 06/10/97 INSPECTOR AREA PD PLANCK# CB961363 OCC GRP CONSTR. TYPE VN STE: LOT: 104 JOB ADDRESS: 1545 APPLICANT: GROVER, CONTRACTOR: OWNER: FARADAY AV DONALD / -REMARKS: R/VICKY/931-1130 SPECIAL INSTRUCT: PHONE: 619-436-4951dl_ PHONE:~ PHONE: \ INSPECT .. TOTAL TIME: --RELATED PERMITS--PERMIT# SE960097 AS960061 CB970043 TY-PE swow ASC RETAIN STATUS ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 11 ST Ftg/Foundation/Piers f_ P 1-rf M A'T ec/41Mtf S:: --------- ***** INSPECTION HISTORY***** DATE 060697 052797 052797 052197 052197 051697 051697 051697 051297 051297 051297 050597 050297 041897 041597 041097 040297 040297 030597 030497 030397 022797 022697 022597 021397 021397 021297 DESCRIPTION Ftg/Foundation/Piers Footing Frame/Steel/Bolting/Welding Interior Lath/Drywall Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Underground/Conduit-Wiring - Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Retaining Walls Retaining Walls Ftg/Foundation/Piers Roof/Reroof Underground/Under Floor Shear Panels/HD's Shear Panels/HD's Shear Panels/HD's Shear Panels/HD's Shear Panels/HD's Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Sewer/Water Service Ftg/Foundation/Piers ACT INSP NR PD AP PD PA PD AP TP AP TP AP PD AP PD PA PD AP PD AP PD AP PD PA PD NR PD AP PD AP PD CO PD CO PD NR PD AP PD NR PD NR PD NR PD CO PD CA PD AP PD AP PD CA PD COMMENTS LOW WALLS HND RAIL BRACKET BOLTS SETE CONDUIT SEE NOTICE 5-5-97 NO PLANS OK TO GROUT FOOTING REVISE PLANS ALL TILT PANELS NEED REVISED PLAN REVISIONS TO PLAN CHECK BY CHRISTY SLAB SEWER CONN BY STEVE .. ,,, ~ "''l'f ~~ \ ., ,,·,, I ~ PAIFERREO CONSTRUCTION INSPECTIONS, INC • • flt)N8QN COURT "G" SAit DIEGO, CA 82111 TELEPHONE (811) 171-8110 I JOBNO, .,FOR WEEK ,./9'/P7 ' ENDING z: CERTIFIED INSPECTOR'S WEEKLY REPORT COVERING WORK PltfllfrORMED E::J REINFOACEDCONCAETE OSTRUCT.STI EL ASSEMBQ\' D SPRAY-APPLIED FIREPROOFING WHICH REQUIRED A..,.ROVAL SY D PAE-STRESSED CONCRETE 0 REINFORCE! GYPSUM \ OorHER THE SPECIAL tNSPlttTOR OF 0 REINFORCED MASONRY 0 DEEP FOUNC!ATION JOB ADIJRl:88 BUILDING 1'1:IUII 1TNUM8EA I PLAN FR.E NUMBER /{'"'t./Z:-F ,.,t; RA-1?/1 Y 9tl3 £3 -i,DA.--'-• -. , ARCHITECT lfJ t.71< DVI ld117 0 J/IYJ?J. Id &tot,,~/' A--lc h · -·-·-•n..,~.~1:1"-) I IWUIQ:OFMl'GA. ENGINEER TM MAn (MIX lllliRIN, RE·-··· ____ l MF-., Wl:W-AOD, ETC.) aez,~: MCTOA :<OM'; 7/ t/ ( T; c} t/'} ·re CONTA. DOING IEPOATED~ LAB, AECEIVIMl ~ING~TA. MAT'L. SAMPLES ' c~ ., r ... a: . -OFWOAKIN8PECTED, TEITIMflLEITMEN. WOAKAE/= JOB PAOILE ... PAOGAE88.,AEMMKS. ETC. T • ·. . . Wlllllto\'IIGNMOUr....wauNRCll'IIA'llll1M.=DOR W0IIIC Pl ~-II, TYPI 41111N1".HO'I. Cll'1Hl'Ml'UITMEN; ITRUCT. CICINNIIII ...... UMll, 11.T. ICll.1'1 fflllOUIOtCNICIC : ITC. z/zr; . :::J-;;, ~ /l PC _7 r> J /P /d +ei / C /~1t. ..f.ol If// UJ,? 1,·00 Pet /Ir> Is # /-/¥, t·0c-'C ~ <-:,c! :s> ze / ;;po rl' ',,; 9 ~ /Jd r /rP,j I'<° 'Ir tc-<; • /Jo, ,'If IJ ts P /ve cl I S '-I: a;i) . /.1 r r r· l rla. //1C P /,...,1/· r·--1, µ. ,hp/'()1/PC( 1-?/4 II 5 I /1 ' e;rrPJ;1T 11v 7i&' d /)/::, /c)<.,J. r ,-., . r;o 7e-#,:-I -/>a l?P I .if /t/ -rlf c ~/ .., rr1·es ct I' l7 u 4 c[ y -;; -# s-ve/<-r1"r-t:../ '1a I 5 vii p 5A~ reef @ / 2 I,,. /Joi (,., ~/ Cc 5 ,t)~' •\ ' I ,0 .It;,/'/ . I ! tf)o!t"' if..?-(' l1c)/d ba l ~ /t°t/0 7X1/1 ':J vie> c:.>/,'71/.-:-'/' AP /ocJ ol a lcJ ve lecb~, ('.. bb/T5 f107e #3-1?eia1/ q 0/J 5 ij h/t 1 /2r-"')(,;;, 17 r· /J c.t I l I') ~ </ --1,\0;ii 'K # (, Vl'/7\ 7' tf.tz' b //r0 /' ;-"5 ''I 4 . '-"' ... -~ P/;.;, P l]Cj I /}~,.;;,I 1 ') /JD T<:, i I I i ' -f ' f ' i ' ~ l 1 ' I J /_ - NSPECTOR ~n-/U~Y/ (,JUOC'_ :'.:> SIGNATURE / rlJ .. ..:,,., I ~4;;? IMTEIIIINEDt 1/' -,9"7' cejrFICAtE NO. 3 7 / _______ , ..,.. ~,, l'MIAYCll'1"1 .. POWMINll 'INI ....:11DNDMII. CERTIFICATION OF COMPLIANCE: To the _best of our knowledge, all of the reported :,"Ork, unless totherwise :r=, substantially complies with approved pl specific•tions and applicable sectlona of tl-'le-bulldlng codes. This report covers the locations of the wDrk inspect . only and does not constitute engineering o ans pin- ion or Droiect control. ·. -rr·-1 ,-~--!~/,_ :·1~.-- :/Lr._, /?·-A/IL : . ··. qq-:\.d , .\..,.:,...t,:VV,Y.•.--.._,, CJI_. ,;_ th I ' ' ' • • ·,:··'·· :_·ui ,.7_·. V ... -..... -:-·. . r.'" ~ • -J, "· ··-r, ' ... ;,,.; .. :··,: ~ ,, ,.-... ...,;;;. .... __ , .... --; .. < ~ .,.:. . ,_ ,•,• ,. : I ,, " ,~_ '· .. , I•~ - , ~ ' ...... ' '" 'i :,,. ,-. A_nELTA '~ ENGINEERING . - .. • . • . ,. ' . • ( . ~ ,,. ' . . r ,e, 11 ::· CONSULTING STIIUC,TUIIAL ENCINEEIIS. 1351.lverpoolDr.Sulte C Card lff, CA 92007 Tele: (619)942-8649 Fa:r: (619)942-~18?, S~i;:AR.. Al6tJC,-}..ff/Ti= (j) · y::: 1Df pl.'f. . ., ' .. ' r- Project: ... l!.~ ..... ~V.!9?.l?..({. ....................... . . By .S.:.t<!.~ Date ~~'"/~{.Sht. No. . .. Of .... . Subject .......................................... Job No. Jef e?/1 (SJ:l: CtllC~ td'K.. J.jrJk 'TEJJr{1vf l'1fF 0 Vt:.r1Et,>[ s11T -J-1tJ . ol<--. ' ;,-- . -.. NOWAK-MEULMESTER & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS .• ~ ' .... ' ~ . ·}" ~:~ .. · ... ~ ~1 ~ a, .. ~ 4-Y, ... ~ . ~ . ~ , -:,.""'...) 18$ g77 , . . ¼ so~ 5 f · , ~ ';...'" 153 -. ti ~Ill. ';'"{-s-ro.-~~~PG. fc: ~!S-!'I,'). . /--;;:-: 1/;/PJH . -i· ~-_.,.-·' (~lfhl r. %i') . i 3/51 /'_IN--o,..· !11 X :/•S X 91.r ,,( /• 3:, : 4c1 ~ ,.. ..... ·-- • f i i , ... , •. u--•--,,•_..,, ••-•-•--••l ·--•-•~---·-· I ~REFERRED CONSTRUCTION ~886 Ronson Court "G" I . INSPECTIONS, INC. (619) 576-9110 Fax (619) 576-7028 ~an Diego, Ca. 92111 I I I ··-····-·=· =-· ·=--=:h!:=====· =· ==· ==· ·=· ===·--=--=·-·=··-=·-·=··=--=-=· T=·=E=S=T.=_=R=E::EE~O:S:R~T=-· -=·-============--=--=-·-====·=· ===J~O=B=.N~D,,;·=2=2=3=3======== CARLSBAD RESEARCH CENTER LOT #104 JOB _____________________________________ _ 1545 FARADAY AVENUE ADDRESS ___________________ PHONE _____________ _ OWNER ____________________ CONTRACTOR H & K CONSTRUCTION CLIENT ___ W_H_I_T_E_C_O_N_S_T_R_U_C_T_I_O_N ________ ENGINEER __ D_E_L_T_A_E_N_G_I_N_E_E_R_I_N_G __ ARCHITECT __________________ BLDG. AUTH. _C_I_T_Y_O_F_C_A_R_L_S_B_A_D __ _ INSPECTOR FIELD SAMPLE OF: MIX NO. PROPORTIONS -· ADMIXTURE .... JEFFREY GAYLER CONCRETE 354P 5.4 SACK POZZOLAN TYPE OF CEMENT II PERMIT No.96-1363 PLAN FILE LOCATION OF SPECIMEN MIDDLE OF PANEL #10 BELOW IN JOB OR STRUCTURE: LEDGER MADE BY JEFFREY GAYLER SLUMP 511 \ DATE MADE 3/07/97 DATE RECEIVED 3/10/97 CONC. SUPPLIER ESCONDIDO READY MIX SOURCE OF ROCK TICKET NO. 211703 AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA -SQ. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: WHITE CONSTRUCTION CITY OF CARLSBAD INSPECTOR SIGN LABORATORY TEST DATA 6 '1-DAYS 28 DAYS 28 DAYS DAYS 22537 22538 22539 3/13 4/04 4/04 28.28 28.28 28.28 78500 115500 111500 .,. ~, 2780 4090 ~ r 3940 ·. 3000 • i 'I i / I I ---... ~REFERRED CONSTRUCTION INSPECTIONS, INC. Im.as.-Ronson Court 11 G11 ra~Di~go, Ca. 92111. . . . . .. .. . . .. . ... -· -----·····-...... ..T.EST __ REP.ORT _____ .. _ CARLSBAD RESEARCH CENTER LOT #104 JOB 1545 FARADAY AVENUE (619) 576-9110 Fax (619) 576-7028 ____ J0B---.NO. 2233 _____ _ ADDRESS ------------------PHONE ____________ _ OWNl:R ------~------------CONTRACTOR H & K CONSTRUCTION CLIENT ___ W_H_I_T_E_C_O_N_S_T_R_U_C_T_I_O_N ________ ENGINEER __ D_E_L_T_A_E_N_G_I_N_E_E_R_I_N_G __ ARCHITECT -----------------BLDG. AUTH. _C_I_T_Y_O_F_C_A_R_L_S_B_A_D __ _ INSPECTOR __ J_E_F_F_R_E_Y_G_A_Y_L_E_R __________ PERMIT No.96-13 6 3 PLAN Fl LE ___ _ l=IELD SAMPLE OF: CONCRETE MIX NO. 354P PROPORTIONS 5.4 SACK .. POZZOLAN ADMIXTURE •· TYPE OF CEMENT II LOCATION OF SPECIMEN IN JOB OR STRUCTURE: MIDDLE OF PANEL #13 TOP OF LEDGER MADE BY JEFFREY GAYLER SLUMP 4 1/211 \ DATE MADE 3/07/97 DATE RECEIVED 3/10/97 I. ESCONDIDO READY MIX I I I : I i -. CONC. SUPPLIER TICKET NO. 211717 AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: WHITE CONSTRUCTION CITY OF CARLSBAD SOURCE OF ROCK ··"· INSPECTOR SIGN LABORATORY TEST DATA 6 '1-DAYS 28 DAYS 28 DAYS DAYS 22540 22541 22542 3/13 4/04 4/04 28.28 28.28 28.28 93500 139500 141000 -NI 3310 4930 ~,.. 4990 1 3000 P~EFERRED CONSTRUCTION INSPECTIONS, INC, ==It-<{ ,. .. 4888 RONSON COURT "G" SAN DIEGO, CA 92111 TELEPHONE (619) 676-9110 I J9B NO. :I FOR WEEK 4-;{3/2, CERTIFIED INSPECTOR'S WEEKL V REPORT ,;2.,:133 ENDING COVERING WORK PERFORMED 0 REINFORCED CONCRETE ~TRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING WHICH REQUIRED APPROVAL. BY 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM OorHER THE SPECIAL. INSPECTOR OF 0 REINFORCED MASONRY D DEEP FOUNDATION JOB ADDRESS BUILDING PERMIT NUMBER l PLAN FILE NUMBER I 5'" 4 f;" t,:: A r-!:. />'< t:> A --{ AvG. \ C.A~\-~t!>~'t:::> ~" I 3, b3 OWNER OR PROJECT NAME ARCHITECT H.t,l"w\<, ~ I.J h,:S:, \ .,; ~ Do'\-lA\..'o &i~O\J'\S'\'C-A \"{..C.,. \+ \ TS G-T .s CONSTA. MAT'L, (TYPE, GRADE, ETC.) I DESIGN . , SOURCE OF MFGR. ENGINEER ~.e-e-1--v.,v-E /'f''-A\'f; STRENGTH \)1?\..",A AM At> C..,.\,.._~, DESCRIBE MAT'L (MIX DESIGN, RE·BAR GRADE & MFGR., WELD-ROD, ETC.) GENERAL CONTRACTOR \=' \ i=> e ·. ~ · S • T ~ M. A -S":3> \N \r\ ,,-e: Co~> T~~><: ... ,,o N P\....-.c··t'i:=·~ ~ A,~ •:C• t::! ~ t!.-:Z.b 1;; l., s-e:--n-c-o D '\$"' .> ; p...-N~>-A-S.?.. "e-'"llT-1 \ CONTR. DOING REPORTED WORK ('t-l~-"2-\1) c.. OR I,<.'"( I > . '\N -~ \, t) \ N Ci LAB. RECEIVING 6 TESTING CONSTR. MAT'L. SAMPLES INSPEC· ARRIVAL DETAILED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS, ETC. TION TIME. · REPORTOF DATE DEPARTURE WORK INCLUDES N,oi:,AATI~ AIIOUT-MIOUNTSOFMATERIAI. PI.ACEDOR WORC PERfORMED; NUMBER, TYPE I IDENT.NO'S. OFTESTSMll'LES TAKEN; STRUCT. TIME INSPECTED Cc:NlECTICtlS (WELDS MADE, H.T. IIOI.TII TOIIOUED) CHECl<ED: ETC. 4-,-5'1 11 :OOAl1. T ~.s. ~-e-c ,-e--t:, tz. o o t== G F-A e, 'G W~p l NO, ,, rO\..\.-0\1-J \t-)'1 \-OC,.,A. \ \0 ~.> ~ ·1.,., l \'J °S \\ \-\ \\ ~ \,, I 'W °6" \.t (. \. TO'TA1,..--Fe-~ Pe----A\\.--:f. [.S.'-\, \.,\NE II I,,. :s To 4-(4 ,oTA\.-y'~ ~'E'""t",u.~ 3J.s~) \.,-\t-J\;; "A'1.SsTotS (?,,o,"\.. PeR3/s.,\. NO Ti=-~ '3" t:b G~r,..c::.GS, ('9'6'lA.\\-3 is b \,\..-~'t-l"-iT\-\·.S .,, V$.'i:';-'p A.S. S l-\0'-N 'N 0~ I'-?P ~O'\J-e t:::, > \-¾O~ P~f...Wlt,lC... <;,. (4S0A~4\."E-t-lOT 0\'!,TAIN~t>). .. r 0 l--\•l°C ~C.TOtz. l <:, 5 Vi?'e~ \ ~T ES'i-..>D'\S~·, c:;..O\-.)"t'A~\'\S't::, S,l'Z V C.. TV~/<.. (.... -e"' ~' \\lt::~ tt:. ( ~ 'E'?. ,,._ ~ p \ tJ.::; \ \-t I.'=:> \T'~H \ '1V \¾ 0 t-1 sv~~~~ v~~·n .. y . "· -7 '1 "el"C-~A 1,.-\.:•{ f,. ~P~O\/~~ '-IA.~lATtON Tl-\;\.~ l;:::>.-'<,e - A 1.,t.-v.,i?'L-1> 5> r '\,\..~, T'"i ~ 6' \?"Ez'~ p,... .'N \ s. t:> \ • \ f->~O'1/\ ~ l O I',) ,S. 0::::.1;;;-lt-T\r\ ~t> °-.Jv'l;-\.-t:>'i;:'~ P't;;'\Z, ~O~M ~D "'-.NO"K,, 4,00't'M t>ee"Atr--TV'it~ ·, INSPECTOR 1mNTORTml § '\S~l-.lP,.~'t:>c C..,-...:.\76-~A > SIGNATURE=i/ Zi: p, , 1 • t44¢i;A~~ -rn.~c:o,-. s ,.,,..~ I- DATE SIGNED 4 I ·7 I 9 7 CERTIFICATE NO.S""' t,1&c;:, o \'-\ o. ·2,..\ & NOJI: AU.lhVtlCTl0NMl'Offta l<(IMTII! N!CflV!DDYl'ftlDAYOl'l111! Ml!II l'OUOW1HO Tttl! NSPECTl0NOA1U, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved pr specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering 01 • .. ,. .......... r .. ,"~ ,..,--~r--,....• "' ! ' i ' I l PREFERRED CONSTRUCTION INSPECTIONS, INC. ~ 4888 RONSON COURT "G" SAN DIEGO, CA 92111 TELEPHONE (619) 676-9110 I JOB NO. .,FOR WEEK 4/.3/2-i CERTIFIED INSPECTOR'S WEEKL V REPORT ' ' -<23.3 ENDING COVERING WORK PERFORMED 0 REINFORCED CONCRETE ~TRUCT. STEEL ASSEMBLY D SPRAY-APPLIED FIREPROOFING WHICH REQUIRED APPROVAL BY 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM DorHER THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY D DEEP FOUNDATION JOB ADDRESS A ',/"f:; • I C.Aire-\.-~jbk"];> BUILDING PERMIT NUMBER I PLAN FILE NUMBER \54~ ~k"ft.A~/,"(" 96\~'=1.3 OWNER OR PROJECT NAME ARCHITECT \-\.1.!~'K. \s I.) \ \.-'C> \ ~ Ga D Ot,>kl.-t::> ~tc,.O"\J~ A Tt-c:.\-\, ·re:-q-.s.. CONSTR. MAT'L. (TYPE, GRADE, ETC.) I DESIGN I SOURCE OF MFGA. ENGINEER c~"-~T Tv~~ s,-e-e-\... STRENGTH \°)'"\;r\,,""' /\.t-'tk~ <.. --~-, C?• A.--.-~ DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) "T v >pS, c;"t"1iS"e"'-•• A • S • "T", M . A -5' 0 0 ia:s::!3-~Q f:::!.:::~::S:::5§~ ~.,. ~. s. -:r~l:::!. e:::.-~k GENERAL CONTRACTOR "\l'.J r\ n-·~ Co"' >"t"°'\')t..V vT \0 ~ t::=-\..~C::.. ,~ot:>"e·$ ·, A. \J'-l • ~~ A -'S'.·"2.. l:iilT-\ I CONTR. DOING REPORTED WORI< 't-!R-'2-\\ 1 G.onK"( \s w ~\,.:C:> ~t,) c.., LAB. RECEIVING & TESTING CONSTR. MA T'L. SAMPLES INSPEC· ARRIVAL DETAILED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS, ETC. TION TIME, · REPORTOF DATE DEPARTURE WORK INCLUDES INFOIWATION AIIOUT-.wot/Hl'II Ol'MATI!RIAI. PLACED OR WOIV( PERFORMED; NUMBER. lYPE • 101:NT. NO'S. OFTESTSAMPLES TAKEN; STRUCT. TIME INSPECTED CCHIECTIONS IWELOS MADE, H.T, 1101. Ta TOROU!D) CHECKED; ETC. ~-W-97 8 ·, ·30 ll'-3$l"t:'--'T~t;;:, .. ,v~"t:; s "T S-1:::"L-c. o '1-l \.li;:;C-T, o I},..) v,..; "E,-\.-1:::> 'N ~ IN··?t\O~~i:-SS AM (\3u11-'0 ll"' .e!., "'Pl;':-P: \M 1" ~::7 ) ~\:;.\'=". oe-~A. \ \-?.. S ~ "' ~ 0\..,\..0 W lN c:::_ ~oc::,...A..·,toN> , L,.11JE 11 1-\'', .. \ "{"0 I .·1 , \.-\ t-.1 t. ll e:.'' ..::.~ ,o 5 r L lt-,>~ n 1-l 11 4 TO t;;' . \.-\\'Jti \ ,,_,, "'\-\'' ' t. TO . I I • I ' \ I \; \~b 1 . \I F \I TO " G ll ·, \.-\Nt: F'.i '"-G:> TO 1: \N ·pL,\j>\~ <::-i A"T."'"" Av\.-vOC--k'~\0~(,. . p />,. 'ijt,,~ \A. 1,,\,,-( C.ot--t Y,\.'f;"-V-e't:::> ( .s c. ,-,~~v v'l$P 4--l\-CJ,t AV Ir ' .-v cz.'6-COM f' ~171"-e P ON vv ~l,,,t;> \\-.I.::.. \"~~ , A.-..;-J~>. "D \~ \ ?~O '1 l$.\.O\J ~ C.-'e~\i' \ F i"'e ~ V.J~v~~s ,. -pe,~yO~t"'\"\';;;p -..J-..JO\t.K 3 ·.o o 'v "D \? J..v:-,v"\it-'G P,M I ; ! ' ·. i i I i I i ' i INSPECTOR1mNTOR~=~~ C.J...v..~~\.J A..S. I I ' SIGNATU~ ~ v .....,...,~ I · > ,l" \I c,:'t' • S, ,-it'l! v DATE SIGNED 4 / lO/ 91 CERTIFICATE NO.$,\~ t>,.;c;:.o No. j?..\6 ' NOTI: ALL~ IIIPOfflt l,IUIT le lllC!M!D IIY l'IIDAY 01' TH! WHK l'OU.OWINO TH! NSPECTION DATU. .' ; CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plad specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opir: ~~~ ......... .,.,...,.., .... ,,...,~. !( I I PREFERRED CONSTRUCTION INSPECTIONS, INC. 4-/o 4888 RONSON COURT "G" SAN DIEGO, CA 92111 TELEPHONE (619) 676-9110 I J,OB NO. rOR WEEK ;( A CERTIFIED INSPECTOR'S WEEKL V REPORT .;:z;z,,33 ENDING 4,,-3, '7, COVERING WORK PERFORMED 0 REINFORCED CONCRETE ~TRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING WHICH REQUIRED APPROVAL BY 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM OoTHER THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0 DEEP FOUNDATION JOB ADDRESS C BUILDING PERMIT NUMBER I PLAN FILE NUMBER \ 5° 4 5°' ~A~At::>A'-( ;_.._, "6. \ ~V-:. \.-'>~""-t> ', 9(:;.\;::,6;;> OWNER OR PROJECT NAME ARCHITECT H_J.:!.k. f:> U)\..:P \~ e,. '00~1><.\-t:> ~~o"-.J-e-,TC-A~c.\-\-, TE--c1-f. C0NSTR. MAT'L. (TYPE, GRADE, ETC.) 'DESIGN I SOURCE OF MFGR. ENGINEER 'TU\!,~ s"'~'-STRENGTH \) ~ \..,\A A \-4 ,.. t::> C\-\-r,.l-lT ,....----=• ~ -- DESCRIBE MAT'L (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) GENERAL CONTRACTOR T v ~ ~ <; ""T-e,E"\. ; A . 5. • 7: !V'I. A -'S O 0 '\.N'r\\T~ CD~ s;.·,tz_ u CT \0 N '"G-t:3~:E;~ i:~t!::iil~; b,,. ~-::C• t:'.! 1 A-~ h l:i-l. ~G-,-Ut,Ob~: A •W • c;. A-s-·z.. "67\T--\I CONTR. DOING REPORTED WORK (t-!R-"2.'-\} Go u-t (,<. 'i' • s. w·~'t,\QJGt LAB. RECEIVING & TESTING CONSTR. MA T'L. SAMPLES INSPEC-ARRIVAL DETAILED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS, ETC. TION TIME. · REPORT0F DATE DEPARTURE WORK INCLUDE& fl FORMATION NIOUT-MIOUN111OPMA'll!RIAI. Pl.ACED OR W0R( PERFORMED; NUMBER, TYPE a !DENT. NO'S. Of TEST SNolPLES TAKEN, STRUCT. TIME INSPECTED CONlECTl<HI (WELDS MAD£, H.T.101.TII TOROUl!0I CHECl<E0: ETC. ~ -t\-97 11~.oo C...o\.l, \NV 't:'t:;;. \N 1::-\.. t:> \ \'\ C:::, \ \--> >?'e'C, \.ON ~ ,v~-s S "T ~e-\..- A ,\'1 .. ·6U\I.-O,~~ '?li;.'rtH•teTe-tz. l \ C.. O t-) ~ -e---c. ~ \O N S (;~ ~ r ~ "D-e'T A \ \.. "2-> lo . i= o \.. \, o ..,, ... q ~ t:. \.-0 C.A.,\0\J~; \,...\~,:; \l \-\ .'\ • \ -,;-o L--C ( C.. o YI If VV'ft:; t> \ ' v \ ~ "t;; \ ' \I t;;. \I TO \\ \--\ 11 ( (. o M "y" \., '\:=: ·-r-ri:'t:> \ ' \, \ ~ "6 \\ \-\ \\ 4 t"D -c;' ( ~O ~V> \..'S"\\S:"~ \ • \--\. \'-lb \\ E.''. --, ~ .. ' A-TO,::;-( (...1:> \-'\ \? 1.,-..-'..-.-=' . p,.. \., \, vv ~ \,-~ \~ ~ ?-e~ p.. .\J.J .s. "C:>\. \ , -P°rt.0',J \.~\0\--)C,. e,.--e:,~~ \ i=:° I '"'0 '-A.I ~"t;> ~~~ v=--e ~r o~ ~ ,:;;1;> -...t-,JO~i.c<. .. 3: ·30 l>"'i;.'y' ,._~--rv~l:i P.M .. ' ' i ' I I ·. l I ! ' I ; I l INSPECTORll'AINTORTYP!l l= '=""\"t.N A.l>.l)::,O c.,..."(l..l;?"e't-l"-> SIGNATURC ~ t,-r,&rn /4 .,../,; ,,.../i-n~ ! -,~,l"-VV,,. >-.~I.-DATE SIGNED 41 \ d} 19'7 CERTIFICATE NO. ~~ l> ,'£ 4 o No -'2. l h Harl: AU. INlll'ICll0NMl'ORTS NUITII N!Cl!M!O IY l'RIDAY OP TIii! MIii Jioo.LOWINO TIii! Nll'ECTION DATU. ' CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved piar: specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opir. , ~ ~ .-~~ ...,ll .., ....... n ...... i I . ' I Project Name: tO Carls b°'d f-.eSeQ<'D'\ Ce.~. J...crl-lo4- Project No: Date: Report No. ? C\ 06-o 4'2... 3-14--97 Location: l 5 4-t' 5 r C\{'Olcie\ '1 -Carls loe\ c\ Author: -1') S ,r-, • Day: . 1\. • n1ewer M T w T s s Sup Foreman: !leather: S+eve. Whi.\-e.. Field Supervisor: Geologist: Observation/Testing of: F . d l~l Weldin of +i \.\·up pcme\.s Equipment IJorking: S+ee\ : /\Sl'MA ~lp "Reinft>r-C:tY\j 5\-ee\ 1\$,W\ Aibu Gr~o. Fi I~ MetC\\ -E1lT-\\ FCAW) ·c.90\'o Sfv\AW · ~ e+ ~ 'PC :C ,p-o· ii:: '2.2 3 3 SUlllllary of Operations: Co(Y\O'\ COV\r\ \'1 n+-e\ C.OVHlS -{ GV\or ¾s \-1-Chore\ to\rtV\ ¾ 2--3 Conn \0% ss (l.O W-1\ \ 2,to 13 c\ov>Y\ u)Ork. Soil Engineer: Tech Hours 8,~ Today's yardage: Yardage to Date: YnS; ~ ht, l1n+e\ l¾s ·" i ! I ! l f I ! l i I i I I t ! I 'f 'l I! l ' f : l ! 1 1------------------------------------:---; Pae DAILY FIELD REPORT LEIGHTON AND ASSOCIATES, INC. [] IJhite · File Copy Yellow -Client Copy Pink -Client/Agency Copy Gold -Field Copy . I L •. Project Name: Project No: '3Db-O 4-'2.. Date: Report No. -\7-C\7 Location: Author: ..-0 S 4J • Day: . fl, . n\evler T W T F S S Today's yardage: Yardage to Date: Surrmary of Operations: C\..\-Cw 1 60\d 22...oc.. \ Wh Conns 9 4 \ 0 5 \4 4 ,, -1/54 9 10 L:, n+e\ ,, COW\'\S 2 4 5 lO DAILY FIELD REPORT LEIGHTON AND ASSOCIATES, INC. Yhite • File Copy Yellow· Client Copy Pink· Client/Agency Copy Gold· Field Copy PREFERRED CONSTRUCTION INSPECTIONS, INC. 488&.Ronson Court "G" San Diego, Ca. 92111 (619) 576-9110 Fax (619) 576-7028 ········---·. ·-· TEST __ .REEORT -· ---·-·--·-...... ,JOB._NQ. 22~3 -···--··. CARLSBAD RESEARCH CENTER JOB _____________________________________ _ 1545 FARADAY AVENUE ADDRESS ___________________ PHONE _____________ _ OWNER WHITE CONSTRUCTION --------------------CONTRACTOR __________ _ CLIENT ___ w_H_I_T_E_c_o_N_s_T_R_u_c_T_I_o_N ________ ·ENGINEER __ D_E_L_T_A_E_N_G_I_N_E_E_R_I_N_G __ _ ARCHITECT _________________ _ CITY OF CARLSBAD BLDG. AUTH. ~----------- INSPECTOR FIDENCIO VIRAMONTES PERMIT NO~B96-1363 PLAN FILE __ _ FIELD LOCATION OF SPECIMEN SLAB ON GRADE AT LINES SAMPLE OF: CONCRETE IN JOB OR STRUCTURE: 2 to 2. 5 FROM E TO F MIX NO. _____ 3_5'-4_P ____________ _ MADE BY PROPORTIONS ____ 5_._4_S_A_C_K __________ _ SLUMP ,· ·ADMIXTURE _________________ _ \\ DATE MADE ,: .. TYPE OF CEMENT _______________ _ DATE RECEIVED CONC. SUPPL! ER ___ S_U_P_E_R_I_O_R_R_E_A_D-_c--Y_M_I_X ____ _ I SOURCE OF ROCK TICKET NO. ____ 3_0_3_8_8_9 _________ _ INSPECTOR SIGN LABORATORY TEST DATA AGE TESTED DAYS SPECIMEN MARl<INGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: WHITE CONSTRUCTION CITY OF CARLSBAD 7 DAYS 28 DAYS 22201 22202 2/21 3/14 28.28 28.28 90500 3200 FIDENCIO VIRAMONTE: 3 1/2" 2/14/97 2/17/97 28 DAYS DAYS 22203 3/14 28.28 3000 PREFERRED CONSTRUCTION INSPECTIONS, INC. 4888 Ronson Court "G" San Diego, Ca. 92111 (619) 576-9110 Fax (619) 576-7028 -·· --··· ··· =·· =·=· =======================· ·===· ===·T=.E===S=.T=·=·· R===E=P.=O=R==T=··=···=·· =·=··-=··=-··=·=-··=··=-=· ·=·========'==JO=B=·=· N=O====. =2=2=3=3======= CARLSBAD RESEARCH CENTER JOB _____________________________________ _ ADDRESS __ 1_5_4_5_F_A_R_A_D_A_Y_A_V_E_N_U_E ________ PHONE _____________ _ OWNER ____________________ CONTRACTOR WHITE CONSTRUCTION CLl!:NT ___ W_H_I_T_E __ c_o_N_S_T_R_U_C_T_I_O_N ________ ENGi NEER __ D_E_L_T_A_E_N_G_I_N_E_E_R_I_N_G __ _ ARCHITECT _D_O_N_A_L_D_P_A_T_R_I_C_K __ G_R_O_V_E_R _____ _ BLDG.AUTH. CITY OF CARLSBAD INSPECTOR_X_E_N_I_A_M_I_R_A_N_D_A ___________ PERMIT NO. 1396-1363 PLAN FILE ___ _ FIELD LOCATION OF SPECIMEN SAMPLE OF: CONCRETE IN JOB OR STRUCTURE: FOOTINGS MIX NO. _____ 3_5_4_P _____________ MADE BY ____ X_E_N_I_A_M_I_R_A_N_D_A __ _ PROPORTIONS ____ 5_._4_s_A_C_K ___________ SLUMP _____ 3_" ________ _ ADMIXTURE -----------------.:...... DATE MADE ___ 2_/_0_7_/_9_7 ______ _ ,-.:.TYPE OF CEMENT ________________ DATE RECEIVED __ 2/_l_0_/_9_7 _____ _ CONC. SUPPLIER ___ E_s_c_o_N_D_I_D_O_R_E_A...,.~_Y_M_I_x ____ SOURCE OF ROCK TICl<ET NO. ____ 3_o_3_7_4_5 ___________ INSPECTOR SIGN __________ _ AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: WHITE CONSTRUCTION CITY OF CARLSBAD LABORATORY TEST DATA 7 DAYS 28 DAYS 28 DAYS DAYS 22084 22085 22086 2/14 3/07 3/07 28.28 28.28 28.28 104500 3700 3000 ;,~ ·. ~ -7 Enviromrenfm . .,. I Geotechn~cal •--Construction Consulting • Engineering • Testing Page_1_of _j_ INSPECTION REPORT dfi Pa ---t-2 §3 II . . ,2. _ _ _ _ ;-1 _ -~-1 _, PROJECT (Namev,ft1R1!Af},-c.=;_..:,=-~~"-""'=""-'--~=iflJf:El-{[/x.:..~'t CLIENT_P_~_I ______ _ DATE __ -r_re:_~ __ 19_~ __ 7 ___ _ t>o N'..iH.-C> p~~ ~tz.:> ~ Architect_J~~~ei~..,'<~2fl":~::::!!fM9:~~@1~~~~~~~~~L-- Contractor: \NY, w ~uc.:n o,,...J INSPECTION MAT'LSAMPLING ,(STY _OSHPD _ Conc~ete Cylinders _OSA _Cement _specialty _ Mortar Samples -- _ Mechanical _ Grout Samples _ Electrical _ Masonry Prisms Roofing _Masonry Block --7 Concrete _ Fireproofing -- _Masonry _ Units (block or brick) -- _ Struct Steel _ Asphalt Concrete -- _ Prestress Cone _Roofing --- _Pile Driving _ Reinf. Steel -- _Fireproofing _Steel -- _waterproofing _H.S.Bolts -- _ Non-Destructive _Tendon (PT Strands) -- _Soils Technician _Other -- _Batch Plant _ Other -- _Bolt Pull-Out _Other -- (Address) f'i+? ~ A.¢ ~fMJ,,Ck REPORT No. __ 0_~_._~_..7 ____ C05A-=-=-"-'·--_I __ Building Permit No. ----=-~....aG'--'-(-"';--=r;'---'3'-------- Plan File No, _______________ _ Govt. Contract No. _____________ _ OSAorOSHPD#------------- Other _________________ _ ~ATERIAL DESCRIPTION INSPECTION CHECKLIST- _ Rinf.: Rebar AA1'w A-~~,..,. _ Plan & Specs _ Rinf.: W.W.F. "' _ Clearances 7cinf.: Tendons , _ Positions Cone.: Mix #/psi 3~ f ~IJPo _Sizes _ Cone.: Mix #/psi 1 _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi Mortar Batching _ Units: 1Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing . •; _Other _. Corrective action required __ _ Corrections completed EMARKS tol'lei~ f'lKaM~M ( IN/4"~(lOH ;z,/1/,1 ;;+;: 7Z 0 P-~ *'g I ~/Jt-~ of (?I) t-ylAMreet Lur? f)((,fN fpr? c~ ~ gy..(f,;Yf/>tAft:6,, ukflM.c t R P /. s; (b~ ~ '7Vl!YW 11,':'f ~vot,/Dtl?t> fA?trc( {u{x1 ~ /Jl. P741 il?f::f'[AP, ?P; 1~ ft~x ~-3S"'f ~ r~ fo·, [!t~?J,0 , 7',vMI' f?Gfvl«, "3'! I I I I /i)IJ[G: Vf..fkil6 {lJ ~ING ~ 6~/S ef c»NpP~A7{f"c:6 ~ .,,.-~~~ §-IGctfi::.,,.-[ltJ-" t/4'1' /,<./Jjertrif /fa{ Hf'~~ eU1vs di'£ ~':?. ~ C4V/'/4te:,J,vwn-t CIN:;. /~r . ~p J t>tJO l'St , ~c,&;1 • · CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT.No.#~ DATE 7 ~ !7:)7 Page_1_of_ CLIENT ~crc-d-CDnrt 1i7r. DATE __ B_-_/4{--'---9_r-'---__ INSPECTION REPORT z#--2 -f? c;:r:.---? 2 33 PROJECT (Name)(k--1.,W ~ Ch (Address) )tt{5 :frm:rlqy -Ave, C01 'f' )sk?d. C ~ Architect ____ ...,d__._e~Q"""'-!>__,_. _________ _ Engineer __ TuA=,. ·_..._h-'---_e,-'-'f5-++'-i'--re,==--te--'-,'-'-f<r'_~~-- Contractor. __ \hlh ........... ~>~~e,~~UYsi~· ""-...... · J-._.__ ____ _ r ' REPORT NO. 01::Ft .._ "9c::c,g . Building Permit No. CB 9 b -/3 '-"3 Plan File No,----------,-------- Govt. Contract No. -------r-/ _______ _ OSAorOSHPD#------r/ ______ _ Other _________ / _______ _ INSPECTION ~AMPUNG QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ OSHPD _ Concrete Cylinders -¥2-_ Rinf.: Rebar _ Plan & Specs _OSA _Cement --_ Rinf.: W.W.F. _ Clearances _Specialty _ Mortar Samples --~inf.: Tendons 2:6':{r' _ Positions __ Mechanical _ Grout Samples _ Cone.: Mix #/psi _Sizes _ Electrical _ Masonry Prisms Vconc.: Mix #/psi .f?g:O f-51' _Laps ~ _ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi _ Fireproofing _ Grout: Mix #/psi / Consolidation~<isetr.S--.fP~ ' oncre -- _Masonry _ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching __ struct Steel _ Asphalt Concrete --_ Units: Block _ Electrode Storage __ Prestress Cone _Roofing --_ Units: 'Brick _ Torque Applied \ __ Pile Driving _ Reinf. Steel --_Steel _ Fireproofing _Steel --_H.S.Bolts __ waterproofing _H.S.Bolts --_ Metal Decking __ Non-Destructive _Tendon (PT Strands) --_ Electrodes __ $oils Technician _Other --_ Fireproofing <, __ Batch Plant _ Other --_Other _ Corrective action required __ __ Bolt Pull-Out _Other --_ Corrections completed REMARKS o<-I Lf-9 -=t-{-:r==~} '?mvu::bJ Cbroek, I~ CX1 -r2>r 0 'l,1i 1ct: -eh.b <?'1'.l ~ fuM Lire~ I -rhY'O\{y' =l-gy'\cL A ,hro'{;h I J Sr<¼? \Jr:ee Lett ~ f€D~, fv\~ &-f?t.df:§ CDY"\~ \\S.)'tv\'f 1 ',.. Q_'('ld ~ ~. ~ :oluW1f oV-z.'lCr'hches) .. M,·}(..cksion .::::M:35-f.P I ~d CERTIFICATION OF COMPLIANCE: T. best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections f the uilding codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT.NO. ________________ _ INSPECTOR SIGNATUR'=--,lt?L!~f!¾:.e:.._..,...Jl.~~:c.:!~:::::::::: DATE _ ___...:c:52~_---'-/"'f--'-. _-__,_:7_,_7---'-. ---- PSI-B-900-170(1) PREFERRED CONSTRUCTION INSPECTIONS, INC. 4888· Ronson Court "G" (619) 576-9110 Fax (619) 576-7028 San Diego, Ca. 92111 ___ TEST... REP.ORT . ,TOB .. N o. 2233 -·-· - CARLSBAD RESEARCH CENTER JOB ______________________________ _ 1545 FARADAY AVENUE ADDRESS ___________________ PHONE ______ _ WHITE CO NSTRUCTION OWNER ____________________ CONTRACTOR ___ _ WHITE CONSTRUCTION DELTA EN GINEERING CLIENT ____________________ ENGINEER _____ _ ARCHITECT _________________ _ BLDG.AUTH. ____ _ CITY OF CARLSBAD INSPECTOR FIDENCIO VIRAMONTES PERMIT NO~B96-1363 PL AN FILE FIELD LOCATION OF SPECIMEN SLAB ON GRADE SAMPLE OF: CONCRETE IN JOB OR STRUCTURE: 5. 5 TO 6 FROM MIX NO. _____ 3_5_4_P ____________ _ MADE BY PROPORTIONS ____ 5_._4_S_A_C_K __________ _ SLUMP ~ ·ADMIXTURE _________________ _ \ DATE MADE .. TYPE OF CEMENT _______________ _ DATE RECEIVED CONG. SUPPl,.IER ___ S_U_P_E_R_I_O_R_R_E_A_D-;-¥_M_I_X ____ _ I SOURCE OF ROCK 303877 TICKET NO. --,-----------------INSPECTOR SIGN LABORATORY TEST DAT A AGE TESTED SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS -PSI DAYS DISTRIBUTION: WHITE CONSTRUCTION CITY OF CARLSBAD 7 DAYS 28 DAYS 22198 22199 2/21 3/14 28.28 28.28 103500 3660 FIDEN 3 1/2 2/14/ 2/17/ 28 DAYS 22200 3il4 28.28 3000 AT LINES C TO E CIO VIRAMONTES II 97 97 DAYS ~ . - ' ' ' ; NOTICE OF FOOTING EXCAVATION OBSERVATION 5741 Palmer Way, Carlsbad, 01/ifornia 92008 --· JOB.LOCATION, L1=1ef ~ <,o,,-/,r.6d.. ~~ ~w,.t:!:: WORK ORO e R .-'<l7f"-C.,Sc.. OWNER OR CONTRA Ci O A d;J & -t,...,J.t-lJr( C4-? t";. ow Ne R's Ao o Ress ___________ .,___ ___________ _ CA.TE FOOTINGS OBSERVED 2-S"-97 TOTAL NO._ OF FOOTINGS OR CAISSONS/? ,4.C( 4c..-..,.,..~ ~-:::&-""'e< --'-~ .rt='r;,7' 7 7 ~ DESCRIPTION OF FOOTINGS OR CAISSONS COVERED BY THIS NOTICE: -:;!;::;::~ "'k~-1'',.t;;:5:t ,._,.(' ,--=.-;~-,,,;wt 2 ~t:-,7 ~ 0 I A GFh\M OF° A,PP ROVE e FO O=f lfffiS fSHS-W+N G £}IM E-N s~ 0-N S IF APP bl CAO LE') c7 6 .5e. ~ ,..,,( fe_.,.,, ;1,.;,,., e!.,>' c,,,-a,<7,; 7/ e&rrd{ / .,·m .s~,';,,/6{ .6----i7 h,,,,_,-n,_,-;./ (;_e.:J e,,,rd £'() 1-o _rj'/;V' / MWJ+J + rl.r /;,, 4 dd~,DA-'V<L ,:.., If-{ /4.,/,// ' ~// .1/h&. I /ft/J,-fo ~~ / 7 0et ~ CrCtc_.. ,1 le-d~~.,( ~ ~11 k/,L-c/4--~ryj ~o/~e/, c':-;x CAt...,,0.,,--f-)~"J .t .f l,:;ul/ /L~/ wJI THE ONCERSIGNED HAS OBSERVED THE FOOTING ANO/OR CAISSON EXCAVATIONS LISTED ABOVE ON THE REFERENC~O PROPERTY AND. SA ME W ER e EX C AV ATE D I N A"C CORD AN CE WI TH OUR RECOMMEND AT I ON 8 IN THf: PRELIMINARY ,,,F9UNDATION. R~PORT ANO T-HE BUILDING CODE OF THE Cry aP C......4~. · avA~ 'F'ORM &812 1 "d JNI S71OSO3~ Wd02:10 L6, L0 83J --DONALD GROVER ARCHITECT 6194363108 grov@r ~r1Shltett -1: .. IODUutl~ 135 Hverpool dr. 5te. c -cardfif{f ~ tho 5cz:G, eo. 92007 (619) 436-4951 fax (619) 436.-3108 =~vETAIL.4/~i-4-_ . -~T, 4t:5 ,o ee ~~~o Tor#-4 c::o~.,.., _,,,,,..._.....,,s... __ .PRYPAC!<--;:....-----~~ r '¢frtf un1ftJi0 Us_ ,tfklJZ. ~6 1--1cT neeP 7<J U?wfr1-1.1..1tf-;t,7..vc,r// f,#c= l,.,'7Ar!EL · .-----.., /~ ,./ /. - <-_______ __;J/C' ;,;,,' ~ -· ~& -4--118 P.01 ·~ . ', GERAD C. GRIFFITH REGISTERED SPECIAL INSPECTOR 3962 ECOCHEE AVENUE SAN DIEGO, CA 92117 Phone(619)274-8379 SPECIAL INSPECTOR'S REPORT Covering work performed which requires approval by the special inspector of: PROJECT: HIJK Building ADDRESS:'7-I 5<iJ5 Farad~y Ave}, Carlsbad PERMIT NUMBER: 96-1363 SHOP WELDING FILE: R7D02 REPORT DATE: 04/02/97 MateriaJ Type, Grade, Source: A36, A53 & AS00 Steel; E71T-11 Electrode. INSPECTION DATE REPORT 03/19/97 Performed Shop Welding Inspection@ Corky's Welding, 3463-B Harris Street, Lemon Grove. Individual components inspected for compliance with shop and approved drawings include: -Fillet welded connections of baseplates and cap plates to 13 pipe columns -Fillet welded connections of baseplates and cap plates to 11 tube steel columns * * * Work inspected conforms with approved plans and specifications * * * lns~ection P, rformed by: Gerad C. Griffith cc: Gorky's Welding City of Carlsbad File 279 Certification # PREFERRED CONSTRUCTION INSPECTIONS, INC. 4888-Ronson Court "G" San Diego, Ca. 92111 _____ TEST_.REE.ORT CARLSBAD RESEARCH CENTER (619) 576-9110 Fax (619) 576-7028 ... LTOB ... NO. 22}3 ...... . JOB _____________________________________ _ 1545 FARADAY AVENUE ADDRESS ___________________ PHONE _____________ _ WHITE CONSTRUCTION OWNER ____________________ C0NTRACT0R ----------- WHITE CONSTRUCTION DELTA ENGINEERING CLIENT ____________________ ENGINEER ____________ _ ARCHITECT _________________ _ CITY OF CARLSBAD BLDG. AUTH. ------------ INSPECTOR FIDENCIO VIRAMONTES PERMIT NO~B96-1363 PLAN FILE ___ _ FIELD LOCATION OF SPECIMEN SLAB ON GRADE AT LINES SAMPLE OF: CONCRETE IN JOB OR STRUCTURE: 5. 5 TO 6 FROM C TO E MIX NO. _____ 3_5_4_P ____________ _ MADE BY FIDENCIO VIRAMONTES PROPORTIONS ____ 5_._4_S_A_C_K __________ _ SLUMP ., . ·ADMIXTURE _________________ _ \ DATE MADE .. TYPE OF CEMENT _______________ _ DATE RECEIVED CONC. SUPPL! ER ___ S_U_P_E_R_I_O_R __ R_E-'~-D~Y_M_I_X ____ _ SOURCE OF ROCK 303877 TICKET NO. _________________ _ INSPECTOR SIGN LABORATORY TEST DATA AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS -PSI DISTRIBUTION: WHITE CONSTRUCTION CITY OF CARLSBAD 7 DAYS 28 DAYS 22198 22199 2/21 3/14 28.28 28.28 103500 134000 3660 4740 ~ ~ 3 1/2" 2/14L'.97 2/17/97 28 DAYS 22200 3/14 28.28 132000 4670 3000 ENG~/,?< DAYS PREFERRED CONSTRUCTION Il'lllllliECTIONS, INC. 4888 Ronson Court "G" W San Diego, Ca. 92111 (619) 576-9110 e Fax (619) 576-7028 ----·--··--=·=··========================··=-==·T=.E=S:;i.T==···=R=E=P..=O=R===T=--·=···=·=·-=-=-=-=·=····=····=···=· -=·===='=JO=B~ .. N==0~·=2=2=3=3======= CARLSBAD RESEARCH CENTER JOB _____________________________________ _ ADDRESS __ 1_5_4_5_F_A_R_A_D_A_Y_A_V_E_N_U_E ________ PHONE _____________ _ OWNER ____________________ CONTRACTOR WHITE CONSTRUCTION CLIENT ___ W_H_IT_E_C_O_N_S_T_R_U_C_T_I_O_N ________ ENGINEER __ D_E_L_T_A_E_N_G_I_N_E_E_R_I_N_G __ _ ARCHITECT _D_O_N_A_L_D_P_A_T_R_I C_K __ G_R_O_V_E_R _____ _ BLDG. AUTH. CITY OF CARLSBAD XENIA MIRANDA B96 1363 INSPECTOR __________________ PERMIT NO. -PLAN FILE ___ _ FIELD LOCATION OF SPECIMEN SAMPLE OF: CONCRETE IN JOB OR STRUCTURE: FOOTINGS MIX NO. _____ 3_5_4_P _____________ MADE BY ____ X_E_N_I_A_M_I_R_A_N_D_A __ _ PROPORTIONS ____ 5_·_4_s_A_C_K ___________ SLUMP _____ 3_" ________ _ • 0 ADMIXTURE _________________ DATE MADE ___ 2_/_0_7_/_9_7 _____ _ -.TYPE OF CEMENT ________________ DATE RECEIVED __ 2/_l_0_/_9_7 _____ _ CONC. SUPPLIER ___ E_s_c_o_N_D_I_D_O_R_E_A_'DJ,.-, Y_M_r_x ____ SOURCE OF ROCK ---------,--- TICKET NO. ____ 3_o_3_7_4_5 __________ _ INSPECTOR SIGN __________ _ LABORATORY TEST DAT A AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. UL Tl MATE LOAD -LBS·. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS -PSI DISTRIBUTION: WHITE CONSTRUCTION CITY OF CARLSBAD 7 DAYS 22084 2/14 28.28 104500 3700 28 DAYS 28 DAYS DAYS 22085 22086 3/07 3/07 28.28 28.28 159000 157000 ~ ~ ·, 5620 5570 3000 ~REFERRED CONSTRUCTION INSPECTIONS, INC. 18.8.6r Ronson Court "G" (619) 576-9110 Fax (619) 576-7028 3an Diego, ca. 92111 . ---·--·=--=-··=·· =======· =·===· ·==·=· ·=·=·. =" =·="=·=· -=·--=-·= .... -== .. ··=--=·· =·T.E===ST===-R=EE==O===.R~T.S::::: ___ =· ·=··=· ============··=--~JO~B==.J\I;,;;;O~.~· =2=2=3=3=====---====·==~ CARLSBAD RESEARCH CENTER LOT #104 JOB ___________________________________ _ 1545 FARADAY AVENUE ADDRESS __________________ PHONE ____________ _ OWNER CONTRACTOR H & K CONSTRUCTION CLIENT ___ W_H_I_T_E_C_O_N_S_T_R_U_C_T_I_O_N ________ ENGINEER __ D_E_L_T_A_E_N_G_I_N_E_E_R_I_N_G __ ARCHITECT _________________ BLDG. AUTH. ~C_I_T_Y_O_F_C_A_R_L_S_B_A_D __ _ INSPECTOR __ J_E_F_F_R_E_Y_G_A_Y_L_E_R __________ PERMIT No.96-1 3 6 3 PLAN FILE ___ _ i=IELD SAMPLE OF: MIX NO. PROPORTIONS '• ADMIXTURE ... TYPE OF CEMENT CONCRETE 354P 5.4 SACK POZZOLAN II LOCATION OF SPECIMEN IN JOB OR STRUCTURE: MIDDLE OF PANEL #13 TOP OF LEDGER MADE BY JEFFREY GAYLER SLUMP 4 1/2 11 \ DATE MADE 3/07/97 ~ 3/10/97 DATE RECEIVED CONC. SUPPLIER ESCONDIDO REA'PY MIX SOURCE OF ROCK TICKET NO. 211717 AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS PSI . DISTRIBUTION: WHITE CONSTRUCTION CITY OF CARLSBAD · .. "· INSPECTOR SIGN LABORATORY TEST DATA 6 '1-DAYS 28 DAYS 28 DAYS DAYS 22540 22541 22542 3/13 4/04 4/04 28.28 28.28 28.28 93500 3310 l 3000 PREFERRED CONSTRUCTION INSPECTIONS, INC. 48.8:S. Ronson Court "G" (619) 576-9110 Fax (619) 576-7028 San Diego, Ca. 92111 . ···----····-····--·· ..T.ES..T.......REE.O.R T. .. 2233 . .. JOR_...NO • . ·---. CARLSBAD RESEARCH. CENTER LOT #104 JOB _____________________________________ _ 1545 FARADAY AVENUE ADDRESS ___________________ PHONE _____________ _ OWNER ____________________ CONTRACTOR H & K CONSTRUCTION CLIENT ___ W_H_I_T_E_C_O_N_S_T_R_U_C_T_I_O_N ________ ENGINEER __ D_E_L_T_A_E_N_G_IN_E_E_R_I_N_G __ ARCHITECT __________________ BLDG. AUTH. _C_I_T_Y_O_F_C_A_R_L_S_B_A_D __ _ INSPECTOR __ J_E_F_F_R_E_Y_G_A_Y_L_E_R __________ PERMIT No.96 -1363 PLAN FILE ___ _ FIELD LOCATION OF SPECIMEN MIDDLE OF PANEL #10 BELOW SAMPLE OF: CONCRETE IN JOB OR STRUCTURE: LEDGER MIX NO. 354P MADE BY PROPORTIONS 5.4 SACK SLUMP ~· POZZOLAN \ ADMIXTURE DATE MADE -.. II TYPE OF CEMENT DATE RECEIVED CONC. SUPPLIER ESCONDIDO REA:.pY MIX SOURCE OF ROCK TICKET NO. 211703 AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: WHITE CONSTRUCTION CITY OF CARLSBAD INSPECTOR SIGN LABORATORY TEST DATA 6 TDAYS 28 DAYS 22537 22538 3/13 4/04 28.28 28.28 78500· 2780 JEFFREY GAYLER 511 3/07/97 3/10/97 28 DAYS DAYS 22539 4/04 28.28 ·. 3000 PREFERRED CONSTRUCTION INSPECTIONS, INC. 488'8-.Ronson Court "G" San Diego, Ca. 92111 . .. ···---. -·-· TES.T.. .. REEORT CARLSBAD RESEARCH CENTER (619) 576-9110 Fax (619) 576-7028 _ ... ,IOB._.NQ. 2 2 ~ 3 ____ ··-. JOB ___________________________________ _ 1545 FARADAY AVENUE ADDRESS __________________ PHONE ____________ _ OWN.ER WHITE CONSTRUCTION -------------------CONTRACTOR __________ _ WHITE CONSTRUCTION DELTA ENGINEERING CLIENT ___________________ ENGINEER ___________ _ CITY OF CARLSBAD ARCHITECT _________________ BLDG. AUTH. __________ _ INSPECTOR FIDENCIO VIRAMONTES PERMIT NO~B96-1363 PLAN FILE __ _ FIELD LOCATION OF SPECIMEN SLAB ON GRADE AT LINES SAMPLE OF: CONCRETE IN JOB OR STRUCTURE: 2 to 2. 5 FROM E TO F MIX NO. _____ 3_5_4_P ___________ _ MADE BY PROPORTIONS ____ 5_._4_S_A_C_K _________ _ SLUMP ~ ·ADMIXTURE ________________ _ :\ DATE MADE , . .. TYPE OF CEMENT _______________ _ DA TE RECEIVED CONC. SUPPLIER ___ S_U_P_E_R_I_O_R_R_E_A_D_Y-'-, _M_I_X ____ _ SOURCE OF ROCK TICKET NO. _____ 3_0_3_8_8_9 _________ _ INSPECTOR SIGN LABO RA iORY TEST DAT A AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA-SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: WHITE CONSTRUCTION CITY OF CARLSBAD 7 DAYS 28 DAYS 22201 22202 2/21 3/14 28.28 28.28 90500 136000 ,I 3200 4810 &I, p FIDENCIO VIRAMONTE: 3 1/2 11 2/14/97 2/17/97 ,, 28 DAYS DAYS 22203 3/14 28.28 134500 4760 3000 PREFERRED CONSTRUCTION INSPECT1ONS, INC • . ·i,,.,4888 Ronson Court "G 11 .. ··san Diego, Ca. 92111 z::!±3 (619) 576-9110 INSPECTORS WEEKLY REPORT I No •. 2233 I ~~~l~~EJ<N .......................................... , 19 ••..• COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 1K) REINFORCED CONCRETE D PRE-STRESSED CONCRETE D REINFORCED MASONRY D STRUCT. STEEL ASSEMBL y D REINFORCED GYPSUM 0 PILE DRIVING 0 GLUE• LAM. FABRICATION 0 OTHER JOB ADDRESS BUILDING PERMIT NUMBER' PLAN FILE NUMBER 1545 FARADAY AVENUE 961363 I OWNER OR PROJECT NAME ARCHITECT CARLSBAD RESEARCH CENTER, LOT #104 DAVID GROVER ARCHITECT CONSTR. MAT'L. (TYPE. GRADE. ETC., 1 DESIGN STRENG TH rOURCE OR MFGR. EN;;~;A ENGINEERING 0ESC,RI BE MA T'L• (MIX DESIOH, RE0 8AR OR ADE e, MFCR., WELD•ROD, ETC. I GENERAL CON TRACTOR INSP'N. DATE 2/25 WHITE CONSTRUCTION CONTR. DOING REPORTED WORI< WHITE CONSTRUCTION l,AB, RECEIVING e, TESTING CONSTR. MAT'L. SAMPLES LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC, INCLUDES INFORMATION ABOUT-AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; l~UMBER, TYPE, & !DENT, NO'S, OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE, H.T. BOLTS TORQUED) CHECKED; ETC. Inspected re~nforcing for tilt up panels #1 thru 14. Checked size, spacing and clearances. Work observed was in.accordance with the ap~roved plans and specifi- cations except as noted below.\ Arrived on jobsite at 1:00 PM, left at 4:00 PM. , Note: 1. 2. 3 . Panel #14 the #3 ties around 3 #5 vertical bars are spaced at 12 11 not 6 11 as per plans. Chord bar elevations are either below or above ledger bolts. Detail 9 on S4 has been changed from 8 #6 verticals to 4 #6 verticals per engineers note. :' CERttFickribr,.t OF c-otiPLiANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantlally complies with approved plar, ' specifications and applicable sectlohs of the building codes. This report covers the locations of the w~spect~d ~niy a~, does not constltule engineering opl lonorprojectcontrol. ~'J"'h,1 /~ TOM WOODS SIGNATURE OF REGISTERED INSPECTOR 2/25/97 377 DATE OF REPORT REGISTER t!UMBER PA!:FERRED CONSTRUCTION INSPECTIONS, INC. =tt:--7 4888 RONSON COURT "G" SAN DIEGO, cA 92111 TELEPHONE (619) 676-9110 I JOB NO, ~I FOR WEEK ,#" 0 CERTIFIED INSPECTOR'S WEEKLY REPORT .2233 ENDING .:f' z I ? 7 _, COVERING WORK PERFORMED 0 REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBL V 0 SPRAY-APPLIED FIREPROOFING WHICH REQUIREO APPROVAL BY 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM (E'OTHER~~~ THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY D DEEP FOUNDATION JOB ADDRESS rt,. d r'n,/s/JqJ BUILDING PERMIT NUMBER I PLAN FILE NUMBER /.$ 4..S h/-n 11.. H 9& I f/41 O~ER Od7-i7 13'/c/.., I ARCHITECT /,./ (Jona h;,'(!) tJ f' r- CONSTR. MAT'L. (TYPE, GRADE, ETC,) STRENGTH I DESIGN I SOURCE OF MFGR, ENGINEER DE2¼ (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) GEN~NT;tTOR C A ~ . -~I "'( -<!>~"1-5 r{..U.. OP! . /; HIT d't LSO. .i;/J.~ IU!,t) -11. Sl.21 i "t CJttt li;.<:4 I CONTR. DOING REP~ WORK A ; LAS. RECEIVING & TESTING CONSTR. MA T'L. SAMPLES INSPEC· ARRIVAL DETAILED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS. ETC. TION TIME, · REPORTOF DATE DEPARTURE WORK INCLUDES INFOR,IATICN AaOUT-AMOIIITSOl'MATl!RIAL Pl.ACED OR WOif< PERFORMED: NUMBER, TYPE I !DENT. NO'S. Of TESTS-LES TAKEN; STRUCT. TIME INSPECTED Cot.wECTIONS 1f!LD1MADE, H.T. iol.Ttl tOR~DI CHECKED: ETC. . .J/,9 0700 ¼ 1./J ec-A / · ~~s 4 //4, ~ ~·~ Sl'n ¼,,ct!(- I ~~,~/ AA/~ , .. .,/-" $ I{ .b,__,. ,J ~rl rl,(~ ;,!-~,:.A ..... l ,4 __ / .or.,. l rll ,L CJ /,.--.4' ~"'·~., ..... .A.<" . /' rr .A.,,/-7 A"/ o,..,,, $' =· ._fl) ..L .. ~,/,...,I'/ ~() /._5 (p ~ ~.J J .... _,..,,.,. ~~ l'.'I L"L ,,.._ V'-~ -~ ,~,/-~ ,4,1.L,, ;'c.,.c_ro,u P'J4t,A:,. r/1\_ ..,L,,,~ c;-----C>:,L ~ 7 4' LJ ·<:. -.v;~>!"-/.:..A~r ~L~/ ho ~,L,.. .r , Ir. D~.X-lr I / I , / . ' ·, I i ' '--INSPECTOR (l'IIINTORTYl'II -~7.JL&" 7£-"i~I SIGNATURE ,,,.~--#, ~Z/. DATESIGNeq}' ,,1 , 't? CERTIFICATE". sLJ uo Hall:AU.Ml'ICTICIHIWOlffl ... Tll!MCIN!DIYPIIOAYOfntl!WHKl'OUOWINOTll!INIPECTIONDATU. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plan specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does not constitute engineering opir 1">" ,,,. "''"tl'lr.t r.ontrol. · PAEFERRED CONSTRUCTION INSPECTIONS, INC. 4888 RONSON COURT "G" SAN DIEGO, CA 92111 TELEPHONE (619) 676-9110 CERTIFIED INSPECTOR'S WEEKL V REPORT JOB NO. COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF INSPEC-TION DATE ARRIVAL DETAILED TIME. · REPORT OF DEPARTURE WORK TIME INSPECTED j&t REINFORCED CONCRETE. 0 STRUCT. STEEL ASSEMBLY O SPRAY-APPLIED FIREPROOFING 0 PRE-STRESSED CONCRETE O REINFORCED GYPSUM O OTHER 0 REINFORCED MASONRY O DEEP FOUNDATION --------- PLAN FILE NUMBER ( ... ~ LOCATION OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS, ETC. INCLUDEI NFORMATION AIIOUl'-AMOl.tfTS OF MATl!RW. PLACED OR ~ PERFORMED; Nulill:R, TYPE I IOENT. HO'S. Of TEST SAMPLESTAKEN; STRUCT. CotflECTION11 (v.lLDI MADE, H.T. SOLTS TOROUl!D) CHECKED; ETC. INSPECTOR (l'l'IINTORTVPe) __ ~=:i.c..:..,:.,=~~-=~-..:::.-'--',".':;.......=;... SIGNATURE ____ -:--~~~~::a..:;.z-.::.._-::c---::t-/,~==- DATE SIGNED :J 17 f17, N0TI: AU.INIFIC110NMl'Oml WITII! CERTIFICATION OF COMPLIANCE: Te the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved pla1 specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opir •..-,-,... "'"'Prt rm1lml. · / ( C. -i. ',,'-, • ,-;.! ... -• f ' . ' ;' . G~ote~hnical • Geologic • Environmental 57 41 Palmer Way • Carlsbad, California 92008 • (619) 438-3155 • FAX (619) 931-0915 White Construction, Inc. 6351 Corte Del Abeta", Ste. A 1 oo Carlsbad, California 92008 Attention: Mr. Steve White January 6, 1997 W.O. 2175-8-SC Subject: Interim Report of Rough Grading, Lot 104, C.T. 85-24, Map 12815, Carlsbad Research Center, Carlsbad, California Reference: 11Report of geotechnical investigation, Carlsbad research center, lot 104, proposed HIJK building, Carlsbad, California,11 project no. 0303-001-00, dated May 21, 1996, by Geotechnics, Inc. Dear Sir: • Grading and processing of original ground within the building pad area at the subject site was observed and selectively tested by a representative of GeoSoils, Inc. during the earthwork phase of development on Lot 104, of the Carlsbad Research Center. The work performed to date is in general conformance with the recommendations contained in the referenced report, (dated May 21, 1998), recommendations provided by this office during grading, and with the grading ordinance of the City of Carlsbad, California. A final compaction report of rough grading and improvements construction, including observations and testing results for rough grading, utilities and driveway/parking areas, is forthcoming. ( White Construction, Inc. Lot 104, CRC Carlsbad, California W.O. 2175-8-SC January 6, 1997 Page2 The opportunity to be of service is greatly appreciated. If you have any questions, please do not hesitate to call our office. Respectfully submitted, Reviewed by, RGC/LFNhs Distribution: (1) Addressee GeoSoils, Inc. GERAD C. GRIFFITH REGISTERED SPECIAL INSPECTOR 3962 ECOCHEE AVENUE SAN DIEGO. CA 92117 Phone(619)274-8379 SPECIAL INSPECTOR'S REPORT Covering work performed which requires approval by the special inspector of: SHOP WELDING PROJECT: HIJK Building FILE: R7A31 ADDRESS: 1545 Faraday Ave. Carlsbad REPORT DATE: 01/31/97 PERMIT NUMBER: 96-1363 Material Type, Grade, Source: A36, A108 & A706 Steel; E71T-11 Electrode. INSPECTION DATE REPORT 01/30/97 Performed Shop Welding Inspection @ Corky's Welding, 3463-B Harris Street, Lemon Grove. Individual components inspected for compliance with shop and approved drawings include: 28 corner embeds per detail 14/S5 7 GLB seats per detail 4/S5 2 weld plates per detail 6/S6 6 weld plates per detail 5/S5 1 weld plate per detail 8/S6 12 embed plates per detail 1 0A/S5 12 weld angles per details 14/S5 & 14P/S5 2 GLB drag embeds per detail 8S5 2 weld plates per detail 2/S6 2 embed plates per detail 17 /S5 16 embed angles per detail 11/S5 1 GLB seat per detail 4/S6 * * * Work inspected conforms with approved plans and specifications * * * Inspection performed by:Gerad c. Griffith cc: Corky's Welding City of Carlsbad Fife 279 Certification # DONALD GROVER ARCHITECT 6194363108 P.01 tit · · · • clonald grovell' al"c:hi~~ ·:;; [ ~ :]DODOO 135 liverrpool dr. tte. c -cardlff by S'h~ S®@ ~ ~c. ~2007 (619) 436-4951 fox (~19) 436-3108 2-,s-,1 P~•ct t MIJ" FMUICW( AV•. CAILUla.o., t:/1. ~ . $JT~PJJSTN : Q. SWMP t 4f.'' FEB-13-97 SU~ 13:15 PREFERRED CONSTR INSPECT 619 576 7028 P.02 FR Po! SAN DIEGO 619 455 1170 TO 576?028,..,_.,......,.---P-.0~i_/_·~~1~--,.;,iliil=~. _::;' '. ' • ,;·.eon'elRie.tli?n • . ..: •.• • ·: ::-, .. -_l,' "' • ' • . 'o•w• I ~ • ~"!·~·7'Ntl1tt1 INSPECTION fU:POR'T l /i r:;_ . "1.-, f'>."/./Jetb,t' PROJECT (Narne~btO W~r--r,rl ~' , .. ~UENT p~ 1 /c;;JJ.C. r:. -,,.--,,.v A..-~ (Address) 1/ri -/ rllu.v,• r,w t>o t-/~ (.. D (f).-4 T!~rC.k,., ~ r,rt.:;,, II~~ Archltect.__:.~;.:........ ...... ~..:..!~:..:......_------'-'f(,~~.:......;..~_,;~.,..,...:-!~ __ ll:-~·e __ ~_~~-- INSPECTION MA.TL SAMPLING. i(f)TY _0SHP0 . _ e¢r1¢rote,Qytir'ldel'$ : _oamaf\t _GSA. ~ _specialty ~ Mortar Sa~olea -_Mechanical _ Grout Samp~s --. e1eotrfoe.l _MMonry Prisms ~ Roofing _ Masonry 8101;~ --7 Col'\Crete __ Fireproofing -- ~Mai.onry ~ Units (bloel<. or brioj() -_Struot Steel _ Asphalt Concrete -~ ~Prewess ()()nr;: _Roofing -- -PlleOriving _Reil')f, Stetil -- _fireproofing _Steel --~ Waterpr~ofing _H.S.Bol\~ ~- _Non-Destruc(fve _Tandon (PT Strand$) -- ~Soils. Teohnlcfan ...,....,_01Mr -- ~Batch Plant ~Other -- ~Boll P\lll•Ou~ _ ott\er -- tAJtl.,,~f;/cp I Ur __ REPORT NQ, __ &_?J_._,...~?~ro:;J:...;;.,;;.~_;......-"' -1-~ ~4";, I ~c;"? Building Pem1it No. __ .....,.;:.~__:_::...:..~~--..,.__......_ Pia.rt File No.-~-------·-- Govt Contract No.--------------~ OSAorOSHPO#----------~__.,_ ___ __.........,...~ Other------~----------~-- ..?1':TeRIAL OESCR.lPTI~~ INSPECTION CHECKLISt _ R\nt,: ~ebar ~ /J. ~ _ '__..Plan&. Specs -Rinf,: w.w.r:. _ Clea(anc;es -JI.lilt,, -rendon& '~ _Positions V Cono,; Mix #/psi '3§11/ 'PP _Sizes _ Cone.: Mix #lp~i ___,.Laos: _ Cone.: Mix 11/p(ll _ ~uturo C<Jntl11uity #/psi _ GrQu\: Mix #/psi _ con~lldaijon _ Morta.r;1ype/psi ,......._ Mona, Batching _ Unit$: !illock _ Electr~e Storage _ Units: Brick _ Torque Appl[ed _steel _H.S.Solts _ Me(al Oecl<ing _ Electr0des .. -_ Flr\lproofln[J _Other _ Corrsctive action required~ • _ Comw;tloM ®mpletec;! _ ~MARKS t))N C-ttfW f1tlrttMt~f' IN~~?f11J/'.1 . 't/1/'J7 1,t.:.: 7?. o-p-dfrvz ::!ft:tl:! .. t1ftc(~ ~ ,f!,NW1~~®%t/t' AMl ~l1P;.-f11N Df rn; M1fAVn.,; h-lP ~ fo,f/tJt;s/i, I ff ~ ~ wt N ~ WcA-roN i eet. o;l, YA/tr Ir 4£1 (i· I , A .r ~ (, 11 e;;:r. ~"' ~ fi;, ,i,, -/ .. N 11 0Nt-M ·;~ (-i,) tyl;·~;~f ltA''? ~i,v fp(l. C~?r;f ~,-i.,..rn;t,w.mt61 lour;w ,· i< ;: I .5', . lbklceert u, o/vltUw l1J1,J ~t-~tJD~ [Jo /¼-J'0f._ t,.<rx 1 1'%c,:. µ,, pJ;I P;.G1 f,.,P. p~ 7'1~ ff /X µ. 3.$"~. ~ r~.:~olt, f /1'~7)" 1l,/M• ~IJ{A">, 3''. j;UfG: ulf;t·l6 T'rJ ]>&r&!l,M fN,;. fl+;-o.A.f"tS 11r O-'/-(f,JK-/"'lf/4(~ .IMG ~ Cc,<./~~ ~~lr,C/f'1"J.- f;b-, !IJ!JCA1t.-P 6~R' &-; t,€:-1> ?~ 5 ,,+r,,1:> ~c;:;. · {~J'tC-,,,.,,.~ C.lJ1//1-v ~J)) w * ck, _r~.Af'rfl'-/"'. H ?ol)O ;;:r,., Ci~I , , CERTIFIQATION OF COMPLIANCE: To thQ best of our l<l")owledaa, all of Vie reported wolk. unless otherwise noted, {lUbstanually complle;i wi\h approYed plans, speclfleattons and applieabl8 ssetlons of ttie bullding cO<;/es. Thi~ report ~overs the loca.lfons of the work Jnspeoled Cl'\ly and does not ~nstttutll (!rlglnE)ering opin-ion or proieQt eol'\trol. ' CERT,NO. Jt ~ DATE f ~ ( :,~7 --.. :' .;.: : EsGil Corporation Professionaf Pfan ~view 'Engineers DATE: December 20, 1996 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-1363 PROJECT ADDRESS: 1545 Faraday Avenue PROJECT NAME: Building HIJK SET: III '. D APPLICANT cg_i~ D FIRE N REVIEWER D FILE D The pl.ans transmitted herewith have been corrected where necessary antj substantially comply with the jurisdiction's ********:"** codes. [gj The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not.advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone#: ~ REMARKS: Submit special inspection program to the building official for approval and specify on front sheet that building will not be occupied to exempt toilet facilities from handicap accessibility. By: Tony Embuido Esgil Corporation D GA D CM D EJ D PC Enclosures: 12/16/96 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil Corporation Professiona{ PCan ~view 'Engineers DATE: 10/17/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-1363 . PROJECT ADDRESS: 1545 Faraday Ave PROJECT NAME: Building HIJK SET: II 0 APPLICANT ~ Cl FIRE 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Don Grover 135 Liverpool Drive, Suite C, Cardiff, CA 92007 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: • REMARKS: Shell-only building. By: Pete Fischer Esgil Corporation D GA D CM ~ EJ D GP D PC ) Telephone#: Enclosures: 10/7/96 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 _,. Carlsbad 96-1363 10/17/96 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1545 Faraday Ave DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/7/96 REVIEWED BY: Pete Fischer FOREWORD (PLEASE READ): PLAN CHECK NO.: 96-1363 SET: II DATE RECHECK COMPLETED: 10/17/96 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, ' 1994 Uniform Building Code, the approval of the plans does not permit the violation· of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corporation or the jurisdiction's building department. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo Carlsbad 96-1363 10/17/96 • PLANS 2. Sign the plans and the front of the calculations per the original comment. 16. Show separate sources of power for exit illumination (occupant load> 99). Section 1012. 19 & 20. The applicant indicated that toilet facilities will be installed at the time of tenant improvements. 21. Disabled Access Review: 1 & 14. Show a walk or other accessible path to tie the southwest exterior door and the east exterior door to the accessible paths of travel (there is no curb ramp or other exterior access to the southwest and east exterior doors). 15. The grading plan shows a 7% slope in the path of travel to the public way. If the slope exceeds 5%, then the path must comply as a pedestrian ramp, including the landings, handrails, etc. · 23. Provide a letter from both the engineer and the owner that the settlement in the soil report is acceptable. No response was found. 26. Show the setback from the bottom of the east slope is 15' per Figure 18-1-1, unless an alternate recommendation is provided by the soil engineer. The southeast corner does not show a 15' setback. 28. Submit the special inspection program to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. 32. Recheck the soil bearing at the shear walls. The soil bearing should be checked with the additional soil bearing from the shear wall overturning. 33. Verify the soil bearing pressure is adequate at the panels supporting the lintel panels. A calculation for panel 1 supporting panel 2 was not found. 37. Show the roof screen location on the roof framing plan (see 6/A8). Show the screen construction per the calculations. 38. Indicate the pad footing sizes under all new tube columns on sheet S1. 39. e. Show the wall anchor sizes on the plans per calculation sheet 89 (detail 12/S4 should show HPA28 wall anchors). 41. Recheck the details on the plans for the connections of the lintel panels to the support panels. The calculations require three connections with 6 -5/8" bolts in each connection. Detail 1 OA/S5 only shows 4 bolts, and detail 15/S5 does not show any support for the panels. .. Carlsbad 96-1363 10/17/96 43. Recheck calculation sheet C-19 for the jamb reinforcing at panel 14: a. Verify the deflection limit in Section 1914.8 is not exceeded. b. Show the reinforcing on the plans per the calculations. If the 6 -#6 are used in the 3' panel, then the panel will exceed 0.6Pb in Section 1418.2. 44. Show all wall piers comply with Section 1921.6.12. For example, panel 14 does not show the required tie spacing. 45. Per the calculations, show straps across line F for the A-A direction subdiaphragm from grids 4 to 7. Provide strapping across grids 1,.2 and 6.8 for the sµbdiaphragms adjacent to lines 1 and 7. ··· If you have any questions regarding these items, please contact Pete Fischer of Esgil Corporation at (619) 560-1468. Thank you. EsGil Corporation Professiona[ PCan !l?g.view 'Engineers DATE: 8/13/96 JURISDICTION: Carlsbad PLAN CHl;:CK NO.: 96-1363 PROJECT ADDRESS: 1545 Faraday Ave PROJECT NAME: Building HIJK SET: I ~ ANT JURIS. CJ FIRE CJ N REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Don Grover 135 Liverpool Drive, Suite C, Cardiff, CA 92007 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: • REMARKS: Shell-only building. By: Pete Fischer Esgil Corporation 0 GA O CM [8J EJ O GP O PC ) Telephone#: Enclosures: 7/29 & 7/30/96 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 96-1363 8/13/96 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 96-1363 OCCUPANCY: B, Sl TYPE OF CONSTRUCTION: VN SPR ALLOWABLE FLOOR AREA: OK SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED:8/13/96· FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: OFFICE/WAREHOUSE ACTUAL AREA: 11,992 STORIES: 1 HEIGHT: OK OCCUPANT LOAD: 110 DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/29 & 7/30/96 PLAN REVIEWER: Pete Fischer This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1994 USC ) comforw.dot Carlsbad 96-1363 8/13/96 • GENERAL 1. Please make all corr~ctions on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. OR The jurisdiction's building department. • PLANS 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 3. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. The site retaining walls should be identified as "not included." 4. Indicate the warehouse occupancy is group S1 on sheet T-1. 5. Indicate on the Title Sheet whether or not a grading permit is required for this project. 6. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 7. Identify the proposed warehouse and office areas on the floor plan. Verify the office exits are not required to exit through the warehouse per 1003.5. • SITE PLAN 8. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 9. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. 10. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. Carlsbad 96-1363 8/13/96 • EXITS 11. Note on the plans: "All exits are to be openable from inside without the use of a key or special knowledge." Section 1004.3. 12. Exit doors should be a minimum size of 3 feet by 6 feet 8 inches. Maximum leaf width is 4 feet. Section 1004.6 and 1004.7. Provide the door schedule on the plans. 13. Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 1004.9. See door 3. 14. Recheck the exit sign locations. The plans show exit signs at the rear (east) door. Section 1013.1. If rear door 2 is an exit, then show the complying path of travel around the building (see Section 1010 for exit court widths and construction). Also recheck the exit sign legend on sheet E-3. 15. Show two sources of power for the lamps at exit signs. Section 1013.4. 16. Show that exits are lighted with at least one foot candle at floor level. Show separate sources of power for exit illumination (occupant load > 99). Sec. 1012. • MISCELLANEOUS 17. Specify roof material and application. Chapter 15. Specify ICBO, UL or other recognized listing approval number for roof materials. 18. Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 904.3. 19. In Groups B, F, H, Mand S Occupancies, if the number of employees exceeds four, provide separate toilet facilities for men and women. If "the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 2902.3. 20. Provide details of restrooms to show compliance with Section 807 regarding floors, walls and showers. 21. Provide note and details on the plans to show compliance with the enclosed Disabled Access Review List. 22. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 8-B." ., :, Carlsbad 96-1363 8/13/96 • FOUNDATION 23. Provide a letter from both the engineer and the owner that the settlement in the soil report is acceptable. 24. Specify on the foundation plan or structural specifications sheet the soil expansion index and the design bearing capacity of the foundation (2000 psf). Section 1804.3. 25. · Per the soil report, indicate the slab thickness is 6". Show all footings are a minimum 24" deep per the soil report. 26. Show the setback from the bottom of the east slope is 15' per Figure 18-1-1, unless an alternate recommendation is provided by the soil engineer. 27. Note on plans that surface water will drain away from building. Section 1804. 7. 28. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Sec. 106.3.5. 29. Note the following on the plans: a) All foundation anchors must be tied in place prior to foundation inspection. Section 108.5.2. b) Provide fire blocks per Section 708. 30. Indicate the size and reinforcing of footing F2 on the plans. 31. Show all pad footings are 24" thick on the plans per the calculations. 32. Provide calculations for the footing sizes and reinforcing at all shear walls. 33. Verify the soil bearing pressure is adequate at the panels supporting the lintel panels. 34. Indicate the roof plywood is a minimum 5 ply for STRUC II parallel to the supports. Table 23-I-S-2. 35. Show the 4x8 skylights on the roof framing plan and indicate any required strapping at the skylight corners. 36. Indicate the "storefront" framing construction (window walls). 37. Show the roof screen location on the roof framing plan (see 6/A8), and provide calculations for the roof screen. Carlsbad 96-1363 8/13/96 38. Clarify the roof framing at the front near grids 1.5-H and 6.5-G. 39. Show all information on the plans per the calculations. For example: a) Show the HD1 OA ties on sheet S2 per calculation sheet 3. b) Indicate the purlin spacing at 8' o.c. and the glulam spacing at 16' o.c. c) Indicate the size of the beam along grid 6 between grids F and G. d) The beam along grid 5 should be shown as a 24F-V8 for the front cantilever. e) Show the wall anchor sizes on the plans per calculation sheet 89. 40. Include the cantilever moments in the overturning/uplift analysis of interior shear wall panels 3 and 6. 41. Provide calculations for the connections of the lintel panels to the support panels. 42. Provide bracing for the bottom of the lintel panels for out-of-plane loads (provide calculations and details). 43. Provide calculations for the jamb reinforcing adjacent to the large wall openings for out-of-plane loading. 44. Show all wall piers comply with Section 1921.6.12. 45. Provide subdiaphragm calculations for both directions. Show straps along all drag ties for the full length of the subdiaphragm (for example, see grid F for east- west ties, and recheck all north-south ties). 46. Provide calculations all connections. For example, include drag connections, ledger bolt spacing and dowel spacing at the bottom of the shear walls. • ADDITIONAL 4 7. See the attached for electrical comments. 48. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: 0 Yes O No Carlsbad 96-1363 8/13/96 49. To speed-up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 50. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Pete Fischer at Esgil Corporation. Thank you. + ELECTRICAL PLAN REVIEW + PLAN REVIEWER: Eric Jensen 51. Show the location of the main electric service on the floor plans. NOTE: foreign utilities are not allowed in the same room as the main service. (Utility Company specifications) 52. Change the description of smoke detectors to exit signs on sheet E-3. 53. Are the fluorescent light fixtures shown on E-3 being installed under the shell permit? If so show them on the house panel schedule. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1995 edition of California Building Code, Title 24. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • SITE PLAN REQUIREMENTS 1. Clearly show that the site development and grading are designed to provide access to all entrances and exterior ground floor exits, as well as access to normal paths of travel, per Section 11278.1. Where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, stairways and handrails, etc. 2. Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 11178.5.7 and 11278.3. ) I Carlsbad 96-1363 8/13/96 • DISABLED ACCESS PARKING SPACES 3. Show the disabled parking space width on sheet L4 to match sheet A1 (14' width). Section 11298.4.1. Show all loading and unloading areas on the passenger side of the vehicles. 4. Revise plans to show that at least one in every 8 accessible spaces are served by an access aisle 2::96" in width and designated as VAN ACCESSIBLE, per Section 11298.4.2. All such spaces may be grouped on one level of a parking structure. 5. Show that a bumper or curb is to be provided, and located at each space, to prevent encroachment of cars into the required width of walkways, per Section 11298.4.3. 6. Show or note that the maximum slope of the parking surface at the accessible space, in any direction, is s¼" per ft (2.083%), per Section 11298.4.4. The maximum slope at the passenger loading zone is to be s2%. 7. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or _immediately adjacent to and visible from each stall or space. The sign shall be 2::17" x 22" with lettering not s1" in height. Per Section 11298.5 required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at 8. 9. 10. owner's expense. Towed vehicles may be reclaimed at ______ or by telephoning II • CURB RAMPS Revise plans to show that curb ramps shall be constructed at each corner of a street intersection or where a pedestrian way crosses a curb, per Section 11278.5.1. A curb ramp should be provided at the main entry patio to the driveway for access to the public way. Revise plans to show that the landing at the top of the curb shall be level and ~48" depth for the entire width of the curb ramp, per Section 11278.5.4. Dimension the top landing at the north disabled parking curb ramp. Provide details or note on the plans that all curb ramps have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately 3// o.c., per Section 11278.5. 7. • WALKS, SIDEWALKS AND PEDESTRIAN RAMPS 11. If any proposed walks slope ~1 :20 (5%) they must comply with ramp requirements of Section 1007, per Section 1023.3. Revise plans to show or note requirements. Indicate all walk slopes on the plans. If pedestrian ramps are required, indicate the ramp slopes, landing dimensions, handrails on both sides, etc. 12. Show a walk to the south door 3. 13. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Material shall comply with criteria of Section 1024.3, per Section 1024.5. • ENTRANCES AND CIRCULATION 14. Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 1001.9.1. 15. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public way. per Section 11148.1.2. Carlsbad 96-1363 8/13/96 • DOORS 16. Revise plans, or door schedules to show that every required passage door has ~32" clear width, per Section 1004.6: Indicate all door sizes on the plans. 17. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be :$;½" lower than the doorway threshold, per Section 1004.9.1 a. 18. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1004.3.1: a) Is to be centered ~30" but :$;44" above floor. b) Latching, or locking, doors in a path of travel are operated with a single effort by: i) Lever type hardware. ii) Panic bars. iii) Push-pull activating bars. iv) Or other hardware designed to provide passage without the requirement to grasp the hardware. 19. Show or note that the lower 1 0" of all doors comply with Section 1004.8.1, as follows: a) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. b) Narrow frame doors may use a 1 O" high smooth panel on the push side of the door. 20. Provide a note on the plans that the maximum effort to operate doors, applied at right angles to hinged doors or at center plane at sliding doors, per Section 1004.5.1, will be: a) :$;8½# at exterior doors. b) :$;5# for interior doors. c) :$;15# where fire doors are required. • SPECIAL HAZARDS 21. Provide details or interior elevations to show that objects projecting from walls with their leading edges comply with Section 11218.1: a) >27" but :$;80" above finished floor protrude :$;4" into walks, halls, corridors, passageways or aisles. b) :$;27" or >80" above finished floor may protrude any amount. c) Freestanding objects mounted on posts or pylons may overhang :$;12" into the walk, hall, etc. if ~27" but :$;80" above ground surface or finished floor. • SANITARY FACILITIES 22. Sanitary facilities are required to be accessible, per Section 11158.1. • DRINKING FOUNTAINS 23. Plans shall indicate that the proposed water fountains comply with Section 11178.1 as either: a) Located completely in an alcove, ~32" in width and ~18" in depth. b) Positioned to not encroach into accessible pedestrian ways. • TELEPHONES 24. If public telephones (or public pay phones) are provided, revise plans to show, or note compliance with Section 11178.2. Carlsbad 96-1363 8/13/96 • SIGNAGE 25. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 11178.5. 26. Provide a note on the plans stating that the signage requirements of Section 11178.5 will be satisfied. • ALARMS 27. Per Section 11148.1.1, when sprinkler or fire alarms are provided, they shall comply with the following: · a) Approved notification appliances for the hearing impaired shall be installed in accordance with the provisions of NFPA 72G in the following areas: i) Restrooms ii) Lobbies iii) Meeting rooms iv) Any other area for common use. Section 3501.1, amendment to Section 2- 4.9. b) Provide a note on the plans stating that the visual and audible alarms will comply with the provisions of NFPA 72G Carlsbad 96-1363 8/13/96 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 96-1363 PREPARED BY: Pete Fischer DATE: 8/ 13/96 BUILDING ADDRESS: 1545 Faraday Ave BUILDING OCCUPANCY: B, Sl TYPE OF CONSTRUCTION: VN SPR BUILDING PORTION BUILDING AREA VALUATION VALUE (ft.2) MULTIPLIER ($) COMM BUILDING VALUE PER CITY APPLICATION 630,831 Air Conditioning Fire Sprinklers TOTAL VALUE 630,831 (g] 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 2432.50 (g] 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 1581.13 Type of Review: (g] Complete Review · D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 1264.90 Comments: Fire Services Review: D Complete Review D Other: D Suppression System D FireAlarm Esgil Fire Services Review Fee: $ Comments: Sheet 1 of 1 macvalue.doc 5196 .... t. ~ ..... : .. : .-.,.,'.~.,;...,.. J .! .• -·---·-·· _,.l .... ..__ .l ••• .' ~. • • • •• • ......... ,., • .. • .J.c. .. , .. -A~t --~ • ..d ~ ...... l-............. _ .............. ___, ........ -~ .......... _ .............. ~--- City of Carlsbad . M§ef·hei4§4i,f.1•24•i04iuf§,ii BUILDING PLANCHECK CHECKLIST DATE: c;g--~-o/'.{e PLANCHECK NO. CB CJ0 / ofo ~ BUILDING ADDRESS: 164:S ~ ~ PROJECT DESCRIPTION: lb, f1,: JScojzf !lJ~ g ASSESSOR's PARCEL NUMBER: __________ EST. VALUE. _____ _ ENGINEERING DEPARTMENT APPROVAL The item you have submitted for revie~ has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by thi~ office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this ·report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Pleas~ee the attached report of deficiencies marked with · Make necessary corrections to_ plans or spec fications for compliance with applicable codes and standards. Submit corrected-plans and/or specifications to this office for review. ~nJ~ Date:?'l/7'~ ~-?r)~ Date: l9'f 5/f h ;JJJ.~ Date: /}1~/rb ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON D Dedication Application D Dedication Checklist D Improvement Application 0 Improvement Checklist D Future Improvement Agreement D Grading Permit Application [J Grading Submittal Ch~cklist D Right of Way Permit Application D Right of Way Permit Submittal Checklist. and Information Sheet D Sewer Fee lnfo~mation Sheet NAME~m~ City of Carlsbad ADDRESS: 2075 Las Palmas Dr .• Carlsbad. CA 92009 PHONE: (619) 438-1161. Ext. 1:? I .S: A-4 P:\DOCS\CHKLSDBP0001.FRM REV 04/30/96 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 stY2ndv 3rdv Il2(' D D 1. Provide a fully dimensioned site plan drawn to scale. Show: D D A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 2. Show on site plan: A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes 3. Include note: 11Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). 4. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION P:\OOCS\CHKLST\BP0001.FAM Page 1 of 4 REV 04/30/96 1,J\/ 2ndV \d~D D D D D D D D BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 3rdV 5. Project does not comply with the following Engineering Conditions of approval for Project No. ___________________________ _ Conditions were complied with by: _______ _ Date: _______ _ DEDICATION REQUIREMENTS 6. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ _______ -pursuant to Code Section 18.40.030. Dedication required as follows: ___________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1 /2" x 11 " plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by _____________ _ Date: ----- IMPROVEMENT REQUIREMENTS 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: _______________ _ Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: ____________ _ Date: __ _ P:\DOCS\CHKLST\BP0001.FRM Page 2 of 4 REV 04/30/96 ... BUILDING PLANCHECK CHECKLIST 1 stv' 2nd/ 3rd/ D D D 7b. Construction of the public improvements may be deferred pursuant to code Section 1 S.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _________ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows: ___________ _ Improvement Plans signed by: ____________ Date: ____ _ D D D 7c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: ____________ _ Date: -------- D D D 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. D D D Sa. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). )/ r;{i Sb. Grading Permit required. A separate grading plan prepared by a registered Civil ("{"' Engineer must be Sut:,mitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior iv __.Jo1ssuance of a Building Permit. PO 4--S 5 1 DW f=t 3.. 4-9 c2A- r:f n)vi1 rf' \ }'b {{Vf Grading Inspector sign off by: ________ Date: ___ _ D D D Sc. No Grading Permit required. P:\OOCS\CHKLS1'BP0001.FAM Page 3 of 4 REV 04/30/96 BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS ~ 2ndv' 3rdv' /D D 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities. ~D D ~D D Right-of-Way permit required for d/4u~ a~ A separate Right-of-Way permit issued by the Engineering Department is required for -the following: ______________________ _ 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 1'1. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: ______ _ Date: ---- P:\DOCS\CHKI.Sl\BP0001.FRM Page 4 of 4 REV 04/30/96 '-,, ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. j?{ Calculation based on building plancheck plan submittal. Address: IS 4-5 Farerdcn; Aue, Bldg, Permit No.CA 9 6 I 3(o 3 l Prepared by/?1A/?\_ Date: (z2~/2h Checked by: _____ Date: _______ _ EDU CALCULATIONS: List types and square footages for all uses. ,-/ + Stt>o6 Types of Use:s.A.e-/ / Sq. Ft/Units:'//) C/CJ ~ ;7'-L EDU's: ___ ~-•~f_O __ Total EDU's: ___ -b-;)=--o_4-<-=Q;;;___ ADT CALCULATIONS: List types and square footages for all uses. :---,1-sf_wo Types of Use: y}e_// Sq. Ft./tlnir. /6 99 ,;)_ ~ /~DT's: ___ (()_O _____ _ Total ADT's_~0_0=---- FEES REQUIRED: PUBLIC FACILITIE!,FY,E REQUIRED O YES O NO (See Building Department for amount) WITHIN CFD: lf(YES (no bridge & thoroughfare fee, 0 NO reduced Traffic Impact Fee) ~AK-IN-LIEU FEE I FEE/UNIT: ____ _ ~AFFIC IMPACT FEE PARK AREA: ___ _ X NO. UNITS:. __ _ ADT's/UNITS: &;J O X FEE/ADT: ~ J_ ~RIDGE AND THOROUGHFARE FEE ADT's/UNITS: ____ _ X FEE/ADT: ___ _ ~ FACILITIES MANAGEMENT FEE ZONE: ,5 / SQ.FT.: //y C/C/:}. li2I 5. SEWER FEE X FEE/SO.FT.: • 4-c) PERMIT No. __ _ EDU's: :J,,40 X FEE/EDU: JR /0 BENEFIT AREA: _F __ DRAINAGE BASIN: s/3 EDU's: de tfO lbli~DRAINAGE FEES PLDA ___ _ X FEE/EDU: 2.7 91. HIGH. /LOW X FEE/AC: ACRES: ____ _ trl SEWER LATERAL ($2,500 DEPOSIT) ~E -------EDU' s: ----,----X FEE/EDU: __ _ =$ --0 =$ I 3 ;)c) ' =$ -e- =$ 4, 71 g =$ 4£3 44- =$ 22 J/0 =$ =$ =$ ____ _ TOTAL OF ABOVE FEES*: $====== *NOTE: This calculation sheet Is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:\DOCS\MISFORMS\BP0002.FRM REV 01/04/95 Civil Engineering • Surveying . Land Planning January 7, 1996 City of Carlsbad Engineering Department 2075 Las Palmas Drive Carlsbad, CA 92009 Attn: Grading Inspector ' / / I Re: Pad Certification, IDJK Building , PD 455, DWG 349-2A I hereby approve the rough grading for the referenced pad in accordance with my responsibilities under the City of Carlsbad Grading and Excavation Code. Rough Grading has been completed substantially in conformance with the approved grading plan and construction changes to within a tenth of a foot. This also includes the staking of property and building comers for proper building locations and inclination of all slopes and positive building pad drainage . • Sincer_ely ..................... --·---............... _ /.::-.:.;:::::::::=··--'"--. -/_.r:,: .--~ ---. ~ .. _:, .. Hossei;Zomorro 1, RCE Principal C:\WPWIN60\WPDOCS\PAD-CERT\CARLSBAD. WPD 7860 Mission Center Court . Suite 208 • San Piego, CA 92108 . Tel: /619/ 294-8171 CONSTRUCTION, INC. 6351 Corte Del Abefo, Suite A100 Carlsbad, CA 92009 (619) 931-1130 FAX (619) 931-1171 January 7, 1997 · Engineering Department City of Carlsbad Re: Engr permit #GR960030 and Dwg # 349-2A This is to request release of the rough grade in order to pull the building for the shell building. Sincerely, ... s~~ Steve White President TO: FROM: City of Carlsbad • =ii ,i-11 ;t44 a I U·l •l4~kiiil ,t§ 01 DEVELOPMENT PROCESSING SERVICES ENGINEERING INSPECTION DIVISION DATE: ~. 7, i '1 qt;, ROUGH GRADING APPROVAL FOR PROJECT NO. GR qee, 0030 : P.O. '-1~7 (P.E. OR TRACT#) (PROJECT NAME & ADDRESS) WHLTE'. cor,s-rRuc.-r1ow .~3St CoRTG DEL ARETo ,Su.1-reA10·0 CA<r?-1-sSf:ID C.A. (DEVELOPER'S NAME & ADDRESS) I ' ' I We have inspected the grading for Lot$ /0 ¥ or Phase J;n. i&, 1? of the above mentioned project. In addition, we have received rough grading certification from x · G-1:oso 11.. s . -; the Soils Engineer, dated JAf":I, b, '17' • and from ZoM0@1<.o~ 1 eNGtNV4"2.#V6 , the Supervision Grading Engineer, dated ..:r.a0 • 4 9G" , and are satisfied that the rough grading has .been completed in accordance with City Standards . .. Based on these certifications and our observation, we take no exception to the issuance of a building permit for Lots /0-51 or Phase .IY/A of project L-1/::rl< . from a grading standpoint. This release, however, is not intended to certify the project from other engineering concerns including site development, water or sewer availability, or final grading. . We will need to be advised prior to the issuance of a Certificate of dccupancy"so that we can verify that final grading and landscaping has been completed in accordance with the approved plans for the project. · APPROVED: H:\LIBRARY\DPS\WPDATA\INSPECnROUGGRAD.FOR 2075 Las Palmas Drive • Carlsbad, California 92009-1576 • (619) 438-1161 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECTINSPECTOR:TFcNN.i.sr DATE: ~n. 7, /1?7 I PROJECT ID '--07" /0 '/ /7'/::;r,< ~,o,o. ~n GRADING PERMIT N0.960 030 LOTS REQUESTED FOR RELEASE:_L_o_r_/_0_// __________ _ NIA= NOT APPLICABLE -v = COMPLETE = ncompIe O I I te or unacceptable 1st. / / ./ / ./ .,/ v /Vfl .,/ ..,/ 2nd. 1. ,: Site access to requested lots adequate and logically grouped 2. Site erosion control measures.adequate. 3. Overall site adequate for health, safety and welfare of public. 4. Letter of request for partial release submitted 5. 8½" x 11" site plan showing requested lots submitted . 6. 7. 8. Compaction report from soils engineer submitted. Engineer of work certification of work done and pad elevations. Geologic engineer's letter if unusual geologic or subsurface conditions exist. 9. Project conditions of approval checked for conflicts 10. Can water service be installed prior to bringing building combustibles on site. Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: £1ate ' h-'?ft 1 bate Project Engineer Date G:\LIBRARY\ENGIWPDAT A \INSPECT\FORMS\P ARTSITE.FRM 1··. ,. 1.·.·· . ,,: :: . . \ '·· ; . -· .. :\:. .. ·,;;, ·c·· , .. _r--.. -/·.-. -~----·. • ,•;.:_ ;: •• • :.·. I: :• ";.', ,, . . ' . ....... _ ·, . ·o· • .... ··\\ . -.. : -j ~-: ":i\, '.;: J ,. ,\\ ·~ ...... ''\.. __ .... '. "'\ '· ' .• n'· . :4 -.,.. _,_J. ............. . ' I ••• • \ . /(,a.~- .. ( -:_., '° -....0 ~ Ct--~ ~ I J I '-.[) I\) --I I \ ~ r.J '-__. >, >, >, .c .c .c .,.. C\I C') 'II: 'II: 'II: ~ ~ ~ 0 0 0 (I) (I) (I) .s::: .s::: .s::: (.) (.) (.) C: C: C: ~ Cll a: D . '"-i ••. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 96 4' J 3b 3 Address / 5 If. S-Par°'J..a v Avf . i Planner David Rick (Name) Phone (619) 438-1 ·t 61 ext. 4328 APN: ;2. }2 -J 30 -J 9 Type of Project and Use: IVe'-v' Of-A'~ / vl/J\,..f 4 lJ(.4 J--s--1 Zone: CM Fcjcilities Management Zone: S"" CF # __ ;J.....;__ ______ _ (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department) Legend ~ I.tern Complete (Q) Item Incomplete -~e~~s your action Environmental Revie°w Req.uired: YES NO /TYPE __ _ DATE OF COMPLETION: --------- Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____________________ _ · Discretionary Action Required: YES · NOJTYPE __ _ APPROVAL/RESO. NO. ________ DATE· _____ _ PROJECT NO. ____ _ OTHER RELATED CASES: ---,-------· '--.1 __ \ ------,-------.... f ., Compliance with conditions or approval? If not, state condition's· which require action. Conditions of Approval _____________________ _ California Coastal Commission Permit Required: YES NO/ DATE OF APPROVAL: _____ _ San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA 92108 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____________________ _ ~D D ~b D ~-D IE(D: D. crfo D ci .D D lnclusionary ~l'ousing, i=ee: ·required: YES ..a..;.·-..,...,._-NO-~-4 (Effective oa~e of lnclusionary Ho(jsing Ordinan?e -May 21, 1993). ~ ~ ·-1 ,. .. "'p ' • ; •; J' ' 'J t Site' Plan: · \ i " :.,ttt ~,: " ;. ~ I. I' 1. Pro_vide a fully dimensioned site plan drawn-to ~9ale. Show: North arrow, pro_p~rfy _lines,' easements, e,cistirtg . and propos.Et.t:t ·strnctt,res,: ' streets, existing -street improV$ments, -right.,of-w,ay width, dime11$i0ne.d setbacks ·and existing topographical-· I. .. l "" • ... .. ' • • •• 1nes. -· -.J .. · , · ·· .._ \ -----, ·, -··---' · I ' 2. -Provide legal descr-ipticiri of. property;. and a$sessor's pamel number. ' . ., . ~ '' Zoning: 1. Setba.6ks: Front: Required 3_6' Shown C/cJ/ Int. Side:-Requir~d lo~ Shown fl/_/ Street Side: Required lVft' · Shown /ll'JJ- Rear: Rt3quired •ltY_@ . Shown ;J.'i"O, 2. Lot Coverage:~ Required (/f-}.-i -· '50?" _-Shown L'-50/o 3. Height: Required ·.~'MA-a Shown zr:' 4. Parking: Spaces Re.quited. 4~ Shown 4:'-1 Guest Sp~ces Ftequired . _· .. Shown _ -f-co"" F~"'J.c.1..y TO' ISSUE ANO ENTERED APPROVAL INTO_·GOMPUTER \) :~_cJ___ _ · · · t:-ltA416'5' · TITL/5' ~HBr:fr -~ {U;Ftbr cJ1JJN6~ /!~ e&tM/>JJlf' sPJJU?J p~'/1/l)ef) ~ of, .'(!;}/,f,Gif::ir A-;,_l' 9771,c,, ~nows PPIUUN/t WI P0P·0 ur -'/Jlhr()fiJS/Q,J 4 r s ~ pt.-f:I'Jd-s<i ot/lr '_SfftJc,,J /JS S-' fl'111Jt/114.,.u /1if 11 ~twi~ StvrJ IS SJf(.)01,J I A) ,ft_o,w oF fioMDA'f' A Iii) · · @?AttJl)S~f)tr /?M&S AJ,6&f) /Jf)f)~I/AL, 0"/t-.. , · K:\ADMIN\COUNTER\PLANCK.FRM I, May 7, 1997 TO: FROM: MEMORANDUM BUILDING FILE -CB96-2395 PLANNING TECHNICIAN 1545 FARADAY -HIJK BUILDING ROOF SCREEN A field inspection of the site was done to determine if roof screens were required as shown on the building plans. The building has adequate parapet walls to screen the mechanical equipment as proposed. The site is also situated such that the buildings roof is not readily visible from the street. Roof screens will not be required with the mechanical equipment proposed as of this date. Future screening may be required if there is warrant to do so. ~~ VAN . VL City of Carlsbad 96192 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Thursday, January 9, 1997 Reviewed by: {!. ~ cf7__, Contact Name Donald Grover Address 135 Liverpool Dr Ste C City, State Cardiff CA 92007 Bldg. Dept. No. 96-1363 Planning No: Job Name HIJK Building -----=---------------- Job Address _1_5_45_Fa_ra_d_a~y _____________ _ Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ 2nd __ _ 3rd __ _ Other Agency ID CFO Job# __ 96_1_9_2 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 \! ·• City of Carlsbad Fire Department General Comments: Date of Report: Friday, December 27, 1996 Contact Name Address City, State Donald Grover 135 Liverpool Dr Ste C Cardiff CA 92007 96192 • Bureau of Prevention Bldg. Dept. No. _9_6-_1_36_3 ___ _ Planning No. _____ _ Job Name HIJK Building Job Address 1545 Faraday ____ ;__ ____________ _ Ste. or Bldg. No. ____ _ Disapproved by C. Balch Submit three sets of corrected plans to the building department for routing to the appropriate departments. 2560 Orion Way • Carlsbad, California 92008 • (619} 931-2121 ,. City of Carlsbad 96192 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Friday, December 27, 1996 ~ Reviewed by:_r---=-----=------,,---¥7= (D, h~ Contact Name Donald Grover Address 135 Liverpool Dr Ste C City, State Cardiff CA 92007 Bldg. Dept. No. 96-1363 Planning No. Job Name HIJK Building ----~------------- Job Address _1_5_45_F_a_ra_d_a..._y _____________ _ Ste. or Bldg. No. ____ _ D Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. ~ Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st __ _ 2nd. __ _ 3rd __ _ Other Agency ID CFO Job# __ 96_1_9_2 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 Requirements Category: Building Plan Check 96192 .;Deficiency Item:-Pending 02 Site Plan Site plan must indicate the location of roads, gates, driveways, buildings and all existing and proposed fire hydrants within 200 feet of the project. Deficiency Item: Pending 04 Additional Fire Hydrants Additional fire hydrants shall be provided. Contact the Fire Prevention Bureau for locations or provide a suitable site plan on which tentative locations can be indicated. Hydrant spacing in single family residential developments shall be 500 feet. Spacing in industrial, commercial and multi-family residential projects shall be 300 feet. The Uniform Fire Code Appendix Ill-A has been utilized to determe the required fire flow and number of fire hydrants required. Deficiency Item: Pending 05 Water Improvement Plans Submit water improvement plans for review and approval. Deficiency Item: Pending 11 Knox Box ,JC,..... ' . -' Knox Box required when access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life saving or fire-fighting purposes. The Fire Dept. will determine the location for the key box and provide an authorized order form. Deficiency Item: Pending 15 Automatic Fire Sprinkler System Required r:,,-,_ 1 I!~-· - ·,··-:, , I ,.. 'f .; ' , •• • '• • , ... I I > • J t ' "'~c I • Io/ ' '', • t i ' '----:. • .Cl~+<\ ....... An automatic fire sprinkler system shall ~e installed in occupancies and locations as set forth in UFC 10.306 and the Carlsbad Municipal Code. The Carlsbad Municipal Code requirements for location of fire extinguishing systems are as follows: 1. In buildings two or more stories in height, an automatic fire extinguishing system shall be installed in those areas which lie below the lowest elevation of fire department vehicular access. 2. An automatic fire extinguishing system shall be installed in all buildings hereafter constructed in which the aggregate floor area exceeds 10,000 square feet, or in which the existing aggregate floor area is expanded to exceed 10,000 square feet. 3. An automatic fire extinguishing system conforming to either NFPA standards 13 or 13R shall be installed in all one or two story apartment houses and other buildings which contain fewer than 16 attached dwelling units and have an aggregate floor area which exceeds 10,000 square feet. Note: Residential sprinkler systems such as those designed in accordance with NFPA standards 13R and 13D may not be used as the basis for increases to the basic allowable floor area or exemption from any other Uniform Building Code requirement. Deficiency Item: Pending 16 A/S Design ' . • • < . " Page2 .. ./ ·;_ · ·. Sprinkler system design shall be in accordance with standards set forth by the National Fire Protection Association and UBC Standards 38-1 and 38-2. Permits are required prior to installation. Plans, specifications and calculations shall be certified by a licensed fire protection engineer or other person deemed competent by the Chief, and submitted in the name of a licensed sprinkler contractor. Warehouse buildings for which no specific use, occupant, product, activity or storage array has been identified, shall be protected by sprinkler system designed to deliver water at the rate of .45 gallons per square foot, throughout a 3000 square foot design area. 08/26/96 Requirements Category: Building Plan Check 96192 ... "'Deficiency Item: Pending 21 Exit Doors I \ Exit doors shall be of the pivoted type or side hinged swinging type. Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. Special Doors-Revolving, sliding and overhead doors shall not be used as required exits. Power-operated doors complying with USC Standard No.33-1 may be used for exit purposes. Addditional Doors-When additional doors are provided for egress purposes, they shall conform to all the provisions of USC chapter 33. See item 32 for specific requirements for your exit doors. Deficiency lt1m: Pending 32 Additional Requirements or Comments- --· ' • -.. i -,_-·_:-C. , 1. Provide door hardware schedule for all exit doors. Deficiency Item: Pending 33 Plan Revisions Page3 Please submit 3 sets of corrected plans directly to the Building Department for routing to the appropriate departments. 8/26/96 ~ELTA ~ ENGINEERING CONIUJ.TING ITftUCTURAL DESIGN ENGINEERS Project: ... H.f.~.~----~'!.~':?..(:!_qf_ _________________________ _ By C: .. ~.<!.Y Date . Y/J.ef. .. Sht. No. . .. Of · ..... Subject ·················-r····················· Job No. f f.'!.z tf U! l.i1rup••1 Pr. Suite C C u4,tr. CA Cl200'7 Tch• (6J9)SIC2•1:6,0 Fu: (61P}P•!•6Jlt IT.E'-'\ rfo:· 37. ~9. 3~. -4 I. 4-3 t'\. At'i'O l:>. 44. .. 45". -· --- ! 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Job No.(P..~.lj · Cud1fC, CA S:(,01 1clc: t6JS)P.c:~l.60 rn: f'19)ShC2.~JU p ._ /1'5{) ,x4(} _ 'J q v ,'-\ JE(_ 2. --?..,t._f5 . r~~ r. ' ;_ 2. . t~ r --'1: T~i:-ro1JJJ t.oAv Arl'~1~.D 7tJ p4rv£(_ i 47 A1-J AVfR4<q1:: )-\J:16t11 bJ L6: P1.STR.ll3<JT1o;J 0r e-01/cr,.Jf.RATi-J;> )_()/J:P . .\?o~s. W-6[ ~~ Tf(E=-l-Jt.PT1 Of .EElRJN:j FL(}> A rJ1.P_T1 /NLlV=l¼SIN({" A1 A 510p.£:-0 F 2 VF-~TlcAl... 76 I Jf~1Zv>i{A(. ))»JN To Tr(.E: 1"-ocTJJ!C,. l/t!,C;f ;;-212 tJ!f:F;.i.~.: J<.v~l . WAU. C r 12 vJ "" 2 Y( JL./-tW) + 24x: 7 5 :. 2 0-04 ).?Lf PA"tt... p ' ' 2. \ \ • .2-f F .EC Tl v E: T ozrp J.j G. tE-1,j 4 Tr/ . \ \· \ ,,,. le~ 2 -t-2 -:: /01 .. 45x12 /0Jt2.: ~ 2 7 ,,1. U J= io -o ,i; 2~6~' Y 2-'-o" Pfbf foufJr.1 ,r AN p 44 ? Q. B 11 0. <.. 1R4N s y LR SJ;. \ ; \' ' '-/\ .s ~ ·O, oo( &x 30t-2O-=//J8 !Ji . · U~i:: 4 ..l t ,, A a '- -· · ,r.;J :> RS. IJ.s-=4:,(o.3/-=-/.2Tf" ' ~ELTA .-=--ENGINEERING CONSULTING STttUCTUkAL DESIGN ENCINEElllS ll! Lh·up••1 lh. $uu, C C ullliff. CA 92C,Ci1 Tele: 1£19)9.C!4t.4P Tu: t£J!PJ9.c:.,us, i-..111(() Pe-=-I 8 f5f--~ CrDV.:--RN'~ . ~~5"1t<> ff7e ~f Cf"!' · _ = o. ¥--x-t?< t 7'; t><. 7 ~ -i '?, S fS f • l .. p ES ( 6[ -po I~ '?/ :1 /.\ r-'\!j . /JIAK"i:-4 3f/x 12.',, JA'-15 SK[ro,J · T~ G .. -:J: 6 BtGR s. . As-=6w1.44· -;...6q.,..11~ p=-2,6!/-·. · ~ 15 ,,,--, ( . 3 6 '( 1 ~ o. '{ /v . ~J J K EVI LJ)JJ/ q ProJect: ................................................................ . C. SUtJ 0 1/f t :~C-2. Bv .............. Date ............. Sht. Ko. . .. Of .... . S~bject .......................................... Joq N~. ?.f~z.1 1 I I I I I t I I I I .. I I I I I I ( I I I l I t I 24-" G~4-" 31 ,,....,I k t I :2.' .. . . ,: .. .. . I I ~ I I I I I I I I I I I I 3' I -~1 74-" yq. ,t ,r ,q, ? I/ -/ I I Z~ I I ' L 10" 12.' -~ = 0,~;,c3oco ,-;O,f}i >: O,oO':>;t2 /'Y-/OC b o, o-otJ -~ ,,. ~ ~ o ~ ( .. . . 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I,. /\ 7' , IL -614-1-FT-U3. ~\ 't'llt2 Q._f-~,. t=:~:= /3?b-\7S i' Fv':::: ,,2 .. 75 p--:., S'x1~:E-& 'O :: 614-7x: I 2.. /37S /\<$&._p= 715i~1, 5' 118, 75' = 53., trJ 3. -9. 6 /;,t · -~ ~ 73_~ 1J1 > t i<ctlD · "1 ::o :3{ ':) JN~';;-ft~~. \ -4 (, ""I ~ELTA ~ ENGINEERING · ~1 J K EU) Ll)JN &[ ProJect: ................................................................ . CONSULTING STRUCTURAL DESIGN ENGINEERS 13.S Li\ trpool Dr. Su11c C By L:.~ .. f<:-1.':! Date 0.?.1.f .Sht. No~~~/Of .... . Cardiff.CA 92007 Tele: (619)942-8649 Fu· (619)942-6189 Subject .......................................... Job No. ?..f~J •: . :, ),..Jll(Q Pe= / 8 fSf-~ 40(/Ek'NS ·. sits .vii c.,.. fr~ 3 1:<f. l,S • = o~ lf"rx -t"X t" 7,r e><.. 7 r ~ i 1.s fS r , w~ (1+ ~-t l~5J-1J.:21..?·_i_ -~,9 : ' r 1.,, M ... ~ = t·:;eo.; 1-i = _{j qS-t ~ -z ~9o;z.2. ~ 25,Jo . "7,..-·- \l~'f 4--:Jf-( EARs . , {f = O,<r'5'x3croo t<O,g5.,,. 0_0 o~2-1r-to c_ I I I I l I I '' I I I I l I I I i I I I I I ,( I 2-4-'' G~f' 31 ,rJ )( k ' t,\ I 2.1 ' . ' I I I I I I I I I' I I r I I I I I I I I I I I I I 31 'l?-1-J< 3~ ·. ' ,r ,r ,,q- I zz. b o, aoo --=-o o 2. / o,oo37 2j110 646ao-oo -!.__,_ > f? Tf:rJ S,or-J Ff.l.1LUl<.G . i,J=-o, o I 61( . ~ . :::: 0_ ~ 2. · · c/J.M.,, =-D, 8,5x 3 6x 3 :2;< 3 x o, 32>< ( 1-·°' t7xO-39-= 2( 1, 'S K-JI.} \ Iv'\~\':::./, 4 ~ /? 152 x' 12 ~. 1~4 k -/~J -> cf 1'11,', ;ffo _ t.~t) 6·,it'C ~~.s \fB{T(U\l, 12' ~ELTA ~ ENGINEERING CONSULTING STRUCTURAL DESIGN ENGINEERS 135 Liverpool Dt. Sui1c C Cud1ff,CA 9'!007 Tdc:: (619)942-$649 fu· (il9J94l-6189 w= ( 11-· !fJ)(-zi;:;-_/tJ,5 ftp. . z M~'v<::: C/J,~r12..2. .= :~k fk FT-us_ T~ Y 4 ·-1t?, eAR \ As~ 4r<rD,-~ Ir(; Ii\}· Project: .. ~!.!.~~.: ..... ~.~!f:-P.(!:(<;i ...................... . B, C, J(Y-j Date ~.o/."f.:f..sht. No.c-:~Of .... . ) .............. 002--f Subject .......................................... Job NoJ .... . \ I I , •• , ~ELTA ~ ENGINEERING CONSULTING ST,RUCTURAL DESIGN ENGINEER 5 13S L1vcr'pool Dr. Suil(. C C 1rd1ff, CA 92007 Tele: (619)942-860 Fu: (619)942-6189 . ; ,, , . . :, A-A o,~no-J · . HIJk E<J!LD uJ~ ProJect. ................................................................ . By (~_Jyry Date ~~/7.f .Sht. No~ -:~/Of .... . Subject ... . . ............ ................ ... . .. ... J?b No. 96..:l· ' •,: J3J:TWfaj 5' 6 ),-c;.. D. CCR. I TtC-A<...) . J.,85 l..£1/4"fJ,I 11/ Ii-A ))tJ«t:.-q1 (5'!\) .' ' .. ,• £\-\J:;I~~ DN l!NE-5, v~ s76x ~=-r2lb LC) L .9:z... 7 .:=,. :32-~_{ ' i. 9Jf_. ,_____,?_2-_t 6-= m FLf--< :its piF 3L ---~ 'c -e ))\ ~K--Il ~.J . B~Tw l:'b-N c.: D 2 6. l 91E=AR. o,J t-1"1e 0 V -:=. '57& ~ ~ ~ 4io8 LB. _ . ~ ::, -~ ~ CJ,~7 <.±: 2-f C ..a.ELTA ~ ENGINEERING Project: ~!.:!.K. ....... §Y.( Y)kY. ti ....................... . CONSULTING STRUCTURAL DESIGN ENGINEERS By ~~.§.f!.Y Date ~~&.'.~sht. No.C-.!20f .... . lJ ~ Livc:rpool Dr, Suite C Cardift,CA 9Z007 Tel<: (619)94:!•8649 Fu: (619)942-6189 ;ltfo2.JJ', Subject ........................................... Job No. . ... . .. :, '· U~ ¾/ STEE-L SI.I:>.& f LAT l-· fl>'\\ S!NL1t-f-S~'f/4,, f15,,/f·v ~lULA·vt.. TRT 4-°¥!6 aqr5_ PA«M =· 4): I: 5'8 -=-t.. 3 2 j( < ""> p 01? . us~ ,#. // STcc:L SIPE jilf rc-L-1/ 4--%( ,¢ ,So!-f .s. · (}~~ 94-2~ I tYO ~ 3'' t r . ._ • ~ E L T A ~ ENGINEERING CONSULTING STRUCTURAL DESIGN ENGINEERS 13~ L1vHpOo) Dr. Sui11: C C udiff, CA 9 :?00 7 Ttlc.• (619)942-8649 r.~: (619)942-6189 DRAG fo~CE- p =-453x ~ t1'3 ::: ·G, 5 1'--. . . MIJ'l< tvrL.Pn,J~. ProJect. ............................................................... .. By 9:.: .. ~.1/.Y Date ~.%.t..sht. No. ~~?-.hf ... .. Subject .... ........ ................ ..... .... ..... Job No. 9.(~ ~ _.,,._ --- ', ., u-s1=:. 4 1 ' -.Sfcf:(_ $1J).E: PlAT'f:-. GOT1-( S'1t)E:- ~ J):)()bl..E-S\fEAK vi/ 5~ ~X<qL{fllV--l ' Ok - PR.¾ FoRcr:: . . p== 453.x t6; T ,.,.. 6,2 1$ US;f:-~., $(~"&(__ ~,J)f-ElA-7f--, T6R. >ING(l'E" >HMR.., w/ s½ ~ ')( 9:l.VLN:\ -r<Y 4-¼// ~oCt-5 )) ., ... "·:· .An ELTA ..c.::.LS=-=-E N GIN E E RI N G CONSULTING STRUCTURAL DESIGN ENG IN EE RS 1)5 L1~ crpool Dr. Suite C C udiff. CA 91007 Tdc. {619J94l•S649 Fu: (619-)941-61&:9 •' USE. 47<l2-,: Lf.DG E-1( . -} 3.'22-0 / 2... , l! ~~:::. 2 v 21-::: 9-o _r f>lf · f. [750 /2. A(.(q.,1 = 2-K 2t ::: 43 rs Plf . I~ ~ J tJ~t+,1-'-" . 19 t Rlf-- b : ;{-r,.,L=-2o{C:x -= 230 1.13. Y.. ; 34- Project: .. ~!:~~ .... ~.t!.}.~('.'/.1 ......................... . Bv C:-. ... ~</!:!.. Date 0.1/.7.f . .Sht. No~-.~l()f .... . s:bject ......... :................................ Job No. 11..t? 2zf U"f:, C 94-2-8w 2 3//. 2-. . Uu:.. ~1-2-Jl I 6. > R.. si-lT-6 '-.. . . ~ELTA ~ ENGINEERING CONSULTING STRUCTURAL DESIGN ENGINEERS . HfJ'K .BUIL\)J,V q-ProJect: .... :-:-: ......................................................... . By (:.:~_r)_ly Date ~.r.'f.4.Sht. N&.>~of .... . ll~ Liverpool Dr.Sui1e C Card1ff,CA 9:!007 Tdc: (619)94:?086.:19 Fu: (619)942•6189 Subject .......................................... Job No. 'l.tf.?2--S 2._ l-L. t !)_(_ \::> = /f -¼- UJ(6 f -501 Le-. 3220 2 ~ /6/0 LJ3. ( ~ = g 7!>-L& - 2. v~ ~3 ,8 k s~r.:.-e·o 3 ...J:;2. s3-i~10 ·rt:Jts-plf. I 7 2.. 1-E. -------'-- f ~ L ""-/4 ~lf--ft...c= Wf<-f· '2-~ L\'-\ ¾ ~ ~ )3oLTS. G 24-., o .(. fd7Z 4 -x: I 2-. 1.E.-i;?G'GR V;,~ :::: : l]o§' \P'tr-: p AlUw = 4 ~ '7 S flf /' 6#' 7-.t/-v 6 ! f.::: ,r 1-? j ED © @) ~ +· '· ' . .B.ELTA · ~ ENGINEERING CONSLILTING STRUCTURAL CE SIGN ENGINEERS 13~ LI\ Hpool Dr. Suilc C C ud1H, CA Q;?007 Tele: (619)94.?,8649 Fu: (619)942,6189 l)FSIGrA./ 7H'b 2-EDLTER. o;J t;,Jk:. J;. +Gr. T--ef'R. ~CJ-( 4tc12-BEAil-f LDCATI fV · . H LJ K MILD~ G'.r ProJect. . ............................................................... . f?y (~ .. ~µ-~ Date ?..o/.flfSht. N£-?:_6of ... .. Subject ............................. :............ Job No. f{D 7..--J F'-==-.J.--O ct Vo . 1):::,. .. 30 rfitt. ==-41r ~~-. /2.. I (( T1~1 4 -¼_;, cf J36ifs. I -5Et5Ji1c. t D l y = 47/ :=. ,2.r l\:i . 4- 2-. l. L-r I)_ L r~~ ¾~~ 8ciL.f vyl 4iCl2.. J:eJXir ~ . ; V4!J.q.,I :=: ~22-0 )_ -:;:o.f t ro u~. y) f-1.U-(nJ= l7~o 'f:'(S Lf?.. ::, 2. ., L =?!!_ y':: A} t<-)rtT-1 7. y= 1 ;4_7,.to = p 55. 7 fLF, 70 ~z_ -4-~ I<{-=-2-2 r4. ~~L~ 1 Y1-0=4D f4 · ~ELTA ---ENGINEERING CONSULTING STRUCTURAL DESIGN ENG IN EE RS 135 Lh crpool Dr. Su11c C Card1fr.CA 9::0o; Tele· (619J94::-tc6.t9 Fu: (619)941-6U.9 Sr/T-70. J '<C ~; 2 =-4-71-, 3 fl f- l? -3 P.L-~ X 14 :::. 1;6 p1,,f-. B'f />J'.SplG77<l/\/ SliT--7( L= 70 1 - Project: .. ~.Y.~ ...... ~~.!~P(!<i ...................... . Bv C: .. t~J!. Date 0§d.(sht. No.c~![Of .... . S~bject .......................................... Job No. ?.(?28 . . . -. . . -·-·-·,i1' ., ,,, ~ELTA ~ ENGINEERING CONSULTING STRUCTURAL DESIGN ENGINEERS JJS Ln·ctpo.,1 o,:s1111, c Cudd(. CA 92007 Tch, (619)942-S6-19 Fu: (619)94:!.06189 Tf:N St ON ~HFAR... · AFR rc~1.. ccR'fClCJJ.L2 Y= · ~~ ~ 3-( kJF Vn= Arf-~·J<·f-· f ,::_!-0 fl =-ry_ · ~-=-0 _gs Ar f = ttlvt.=o.'iJ?;;"xo,24<60-c{f-( =-_12.2--K Project: .~.!f ~ ..... ?.<!/~P.!1/.0 ........................... .. Bv C.: ... ~.r/V.. Date ?.~(?.6.'.sht. N~-~~Of .... . S~bject .......................................... Job No.Y(?.~ 0.2.X/ 2.. -:::: 0, 2-t /!J '2. /0 . Vii. ~J 4x°i 7 ~ t. 2 ,~ c r/J vV\ (T\<.. 'Tm5to-,J__ . -- T~ = Lfxo,247 = o.3~l<-. ~lldJ,/~o.fxo,?_,c :~ :X{O~P.} t<.. -;,7/A 0£ 3 -6,0X/0 'X'V,b 6.>-,cJ3~ = 84-IN ~ELTA ~ ENGINEERING CONSULTING STRUCTURAL CESICN ENC IN EE RS Project: .. W!]K .... ff Ud?..e<!f -~~7-"cj""""""""••• By 9::? .. '!!!.. Date .. .<1.{ .. Sht. No. ../Of .: ... yt{oz_JJ lJ~ Lhtrpoo!Dr.Suiic.C C uddf. CA 9 200 7 Tele: {619}941-8649 Fu: (6191941-6189 Subject .......................................... Job No. . ... . 11:J51mJ _ Re, -..:24(.S "fl[- . 1J,;f~ r1o. '2.__ cc.x,ncAc) 9/ r-G1. Go 48' ::-/,2.S r~- TR-l -:tt 'l:~ ) o "o . C 91£-AR_ TR 4"1 S-fcfZ.. rp V r-=-D ,_g~?(O, 2x ~~ x to~( v ( =-4. o S kt.F-· v.._"" ,. 1:-;(/.zs-=-1. 7o K Lf-< /> V~, @-. T§NSimJ . -~ ='l,<f-><b-147 ==-D,3S I<-. --LA --=-oC) n () {.DJ"/ , { ,XO, ,c.x 30 x b·O-= 4. °3, k > Ti... VIT= -:Jt1-@ 3v1;cJ,C WVbUJf>1ti}(/ Lbf41. 30>/. 'f>(q:t--f })(jv,[F(_ RZ:tAfR"'r<.CF MW( t<Jf< /_JA/E A ~ .E. yµJSto\) = 2+7 !? PLf _ s){ hr R T-ff'tZ r;-'GR. , fl/o . I C.cw,111 c,ll.) ~r/1-f f ·· V ii/ ' . .,. -tr ::!-J,O !i \<Lf . . . ~ ' I ) ~ELTA -L== ENGINEERING CONSULTING STRUCTURAL DESIGN ENG IN EE RS ll~ L1,•crpool Dr. Sunc C Cuddf. CA 9200i T ,le. (619)942-8649 Fu: (619)942-6189 Project: .H.¥.~ ..... ~.~(.~.~~T ......................... .. By c.~)()t:!. Date 0~(9..0.. .. Sht. No~-.~Por .... . Subject .......................................... Job No.9'(~.zt I . Job: _9~e~a2~a.__ ___ _ Date: ~G~li~19~9~B ____ _ Cales by: A.Z & c. SUN Sheet 1 of_._1 ...... 12 _____ _ Structural Calculations HIJK BUILDING I I CONSULTING STRUCTURAL DESIGN ENGINEERS 135 Liverpool Dr. Suite C Cardiff, CA 92007 Tele: (619)942-8649 Fax: (619)942-6189 ~ ELTA . ,,,;,;.==. ENGINEERING CONSULTING STRUCTURAL DESIG'N EH GIN EE RS Project: ~J.:l~ .... ~Y.!!::P..~f!..ft ........................ . By (~.r</.f\J Pate 0.~(?..{.Sht. No. Z.. Of .... . • I Subject .............................. :........... Job No. 't{C?, 28 ""----------------------------------- ~0 -~-1· I ' 0 ~ 0 ~ ~ ~ I . (:Q. // C: ;( rig ; . ~ ' \ C -~ N ~ -< <C r<"i. ~ I ·, . ,, ~ -;r-r..l ~ -µ_ t) ' I ~-d~0 ~ ~ ~ I x. N'-l ~ -ex, ')<. ~ l.i'© ·-. J -... ' ' ~ ~ 0 '-I ~ I ~ < I s ~ 0... '-.:r z :~ ,,, n "!' ··~ ~ 4 ~ -t 0::. 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T . h)'t> Cv~ {,,Ox ( ~~;fro< ( ~~ ),{ox( cv"" o.9.ot:i "' C ' t I •• LI. -OJNTR.:Ol. 'f)ESIGA/ of wool) STRUCTURE THI~}) :E:PIT(ON I) 2.3( I ~ELTA . ..._ __ ENGINEERING CONSULTINQ STRUCTURAL DESIGN e Na IN EE Rs 1J, LivHpool Dr. Suilc C Cardiff.CA 91007 Tele: (619)94:?:•86-19 Fu: (619)9-1?•61S9 . HI JK Bl/JLOl,V<f ProJect: ................................................................ . By ~~--~~rj_-· Date O_~(.o/.{__Sht. No. / .. Of .... . Subject .......................................... 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Job No.f ~:2-~ F ..,. co a;, a;, ~·~~- MEMBER LOCAL DISPLACEMENTS Member Offset Dx 1 -Rect H 2.125 W 0.427083 0.0000 0.0000 9.0000 0.0000 18.0000 0.0000 27.0000 0.0000 36.0000 0.0000 2 -Rect H 2.125 W 0.427083 0.0000 0.0000 2.0000 0.0000 4.0000 0.0000 6.0000 0.0000 8.0000 0.0000 3 -Rect H 1.75 W 0.427083 0.0000 0.0000 6.0000 0.0000 12.0000 0.0000 18.0000 0.0000 24.0000 0.0000 Dy 0.0000 -0.0855 -0.1081 -0.0612 0.0000 0.0000 0.0055 0.0076 0.0076 0.0066 0.0066 -0.0468 -0.0694 -0.0501 0.0000 ·' A..n ELTA ..,/)K__.___,...,_ ENGINEERING CONSULTING STRUCTURAL DESIGN ENGINEERS 135 Liverpool Dr. Suite C Ctrdiff,CA 92007 Tele: (619)942-8649 Fu: (619)942-6189 ROOF BEAM #3 (CONTINUE) LOADCASE I Default Units: ft, lbs, deg, ° F/ft MEMBER INTERNAL FORCES Member Offset F.x 1 -Rect H 2.125 W 0.427083 0.0000 0.0000 9.0000 0.0000 18.0000 0.0000 27.0000 0.0000 36.0000 0.0000 2 -Rect H 2.125 W 0.427083 0.0000 0.0000 2.0000 0.0000 4.0000 0.0000 6.0000 0.0000 8.0000 0.0000 3 -Rect H 1.75 W 0.427083 0.0000 0.0000 6.0000 0.0000 12.0000 0.0000 18.0000 0.0000 24.0000 0.0000 Fy 12017.7778 4529.7778 -2958.2222 -10446.2222 -17934.2222 16640.0000 14976.0000 13312.0000 11648. 0000 9984.0000 9984.0000 4992.0000 0.0000 -4992.0000 -9984.0000 Project: . .tf.:f .J..~S ...... ~.~.l.~Pf.§: ..................... . By (/.v'.N. Date C?f lzf..Sht. No. t{. Of .... . 7/025 Subject ... .. ....... .. . .... ... . ... .. . ............. Job No. . ... . Mz 0.0000 74410.0864 81536.0000 21162.0864 -106496.0000 -106496.0000 -74882.6624 -46592.0000 -21634.6624 0.0000 0.0000 44904.0384 59904.0000 44904.0384 0.0000 VisualAnalysis (build Aug 1 O 1995) -uniform cantilever, Wed Jun 0511:06:131996 Ahmad Zarei ft; lbs, deg ~·. 0.00002000 0.00001000 0.00000000 -0.00001000 -0.00002000 16000.000 8000.000 0.000 -8000.000 -16000.000 100000.00 50000.00 0.00 -50000.00 -100000.00 0.00000 -0.03000 -0.06000 -0.09000 -0.12000 <START <START 1 <START <START Axial Force Shear Force Y 3 Bending Moment Z Displacement Y HIJ"k. BU/LPltv q 03/96 't '502.i ~J/T-ZL END> Pt. Dist. Fr. Force # Start 1 0.00 0.00000000 C 2 36.oo 0.00000000 END> Pt. Dist. Fr. Shear # Start 1 0.00 · 1--20·17~ 2 36.oo /:11934_222 v ...... ~) 3 1,4.44 ~ 000 ~ END> Pt. Dist. Fr. 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Job No. f{.q 2 B ROOF BEAM #3 (CONTINUE) LOAD CASE 2 ( rt:J, L;:t-litJ~.kJ....01_.fr. ~)' Default Units: ft, lbs, deg, • F/ft y ___ x ________________________ _ -_fil ----- A F B NODAL REACTIONS Node FX FY MZ ~~~~~ MEMBER LOCAL DISPLACEMENTS Member Offset Dx 1 -Rect H 2.125 W 0.427083 0.0000 0.0000 9.0000 0.0000 18.0000 0.0000 27.0000 0.0000 36.0000 0.0000 2 -Rect H 2.125 W 0.427083 0.0000 0.0000 2.0000 0.0000 4.0000 0.0000 6.0000 0.0000 8.0000 0.0000 3 -Rect H 1.75 W 0.427083 0.0000 0.0000 6.0000 0.0000 12.0000 0.0000 18.0000 0.0000 24.0000 0.0000 Dy 0.0000 -0.1136 -0.1531 -0.1005 0.0000 0.0000 0.0198 0.0378 0.0547 0.0710 0. 0710 0.0254 -0.0036 -0.0101 0.0000 • .A..n ELTA _,/X __ .._ ENGINEERING CONSULTING STRUCTURAL DESJQN ENGINEERS 135 Liverpool Dr. Suite C Cardiff, CA 92007 Tele: (619)942•8649 Fu: (619)942•6189 ROOF BEAM #3 (CONTINUE) LOAD CASE 2 Default Units: ft, lbs, deg, ° F/ft MEMBER INTERNAL FORCES Member Offset Fx 1 -Rect H 2.125 W 0.427083 0.0000 o.ooop 9.0000 0.0000 18.0000 0.0000 27.0000 0.0000 36.0000 0.0000 2 -Rect H 2.125 W 0.427083 0.0000 0.0000 2.0000 0.0000 4.0000 0.0000 6.0000 0.0000 8.0000 0.0000 3 -Rect H 1.75 W 0.427083 0.0000 0.0000 6.0000 0.0000 12.0000 0.0000 18.0000 0.0000 24.0000 0.0000 • 13383 .1111 5895 .1111 -1592.8889 -9080.8889 -16568.8889 8960.0000 8064.0000 7168. 0000 6272. 0000 5376.0000 5376.0000 2688.0000 0.0000 -2688.0000 -5376.0000 Project: .. )-/ 1 J K ...... ~~.!!-P..f.t!~T.. ................. . 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Disp. 0.08000 # Start 1 0.00 0.00000 0.06000 2 8.00 0.07103 0.04000 0.02000 0.00000 Displacement Y VisualAnalysis (build Aug 10 1995) -unifonn cantilever, Wed Jun 0516:20:481996 AhmadZarei ft, lbs, deg <START 0.00002000 0.00001000 rflJ k l3tJlf...lJtNcfr t:J6/f tf 9tf o28 01r -2 J END> Pt. Dist. Fr. Force # Start 1 0.00 0.00000000 0.00000000-. t"""t----------------~ -0.00001000 2 24.00 0.00000000 -0.00002000 6000.0000 3000.0000 0.0000 -3000.0000 -6000.0000 36000.0000 27000.0000 18000.0000 9000.0000 0.0000 <~TART <START <START 0.09000 1 0.06000 0.03000 0.00000 -0.03000 Axial Force Shear Force Y 3 Bending Moment Z Displacement Y END> Pt. Dist. Fr. Shear # Start END> END> 1 0.00 ' -5376.0000 2 24.00 -5376.0000 ..j v"I\P-'f' Pt. Dist. Fr. # Start 1 0.00 2 24.00 3 12.00 4 24.00 Pt. Dist. 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L-t VNM Lltrtt-eo i. 1_ .o r1 a F SfkrJ ) Default Units: ft, lbs, d';i, ° F/ft ------- y A F E NODAL REACTIONS Node EX FY MZ ~~-erl!!!'~~ MEMBER LOCAL DISPLACEMENTS Member Offset Dx 1 -Rect H 2.125 W 0.427083 0.0000 0.0000 9.0000 0.0000 18.0000 0.0000 27.0000 0.0000 36.0000 0.0000 2 ~ Rect H 2.125 W 0.427083 0.0000 0.0000 2.0000 0.0000 4.0000 0.0000 6.0000 0.0000 8.0000 0.0000 3 -Rect H 1.75 W 0.427083 0.0000 0.0000 6.0000 0.0000 12.0000 0.0000 18.0000 0.0000 24.0000 0.0000 Dy 0.0000 -0.0179 -0.0132 0.0064 0.0000 0.0000 -0. 0114 -0.0261 -0.0430 -0.0608 -0.0608 -0.0974 -0.1031 -0.0670 0.0000 ·a .A.n ELTA .,,,_/1'(___.___...._ ENGINEERING CONSULTING STRUCTURAL DESIGN &NQINE&RS 135 Liverpool Dr. Suite C Cardiff, CA 92007 Tele: (619)942·8649 Fu: (619)942•6189 ROOF BEAM #3 (CONTINUE) LOAD CASE 3 Default Units: ft, lbs, deg, ° F/ft MEMBER INTERNAL FORCES Member Offset Fx 1 -Rect H 2.125 W 0.427083 0.0000 0.0000 9.0000 0.0000 18.0000 0.0000 27.0000 0.0000 36.0000 0.0000 2 -Rect H 2.125 W 0.427083 0.0000 0.0000 2.0000 0.0000 4.0000 0.0000 6.0000 0.0000 8.0000 0.0000 3 -Rect H 1.75 W 0.427083 0.0000 0.0000 6.0000 0.0000 12.0000 0.0000 18.0000 0.0000 24.0000 0.0000 Project: . .d.!..!..!5. ...... ~~.~~P.!f!~ .................. . 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Moment 3 # Start 40000.00 1 1 0.00 0.00 0.00 2 36.00 -:l 06495.96 ,rt ~ -40000.00 3~ 29091:39 ~ 4 2~-~9 0.00 -80000.00 -120000.00 Bending Moment Z <START 5 END> Pt. Dist. Fr. Disp. # Start 0.00800 1 0.00 0.00000 0.00000 2 36.00 -0.00001 -0.00800 3 11.52 -0.01920 4 23.98 0.00000 -0.01600 5 30.96 0.01041 -0.02400 6 36.00 0.00000 Displacement Y '.> .,.VisualAnalysis (build Aug 10 1995).-uniform -Member cantilever, Wed Jun 05 16:12:23 1996 MIJI-< B<llLDINq AhmadZarei W, lbs, '"deg (}b/pt 9/02..S r;fT-13 <START END> Pt. Dist. Fr. Force 0.00002000 # Start 1 0.00 0.00000000 0.00001000 p 2 8.00 0.00000000 0.00000000 -0.00001000 -0.00002000 Axial Force <START END> Pt. Dist. Fr. Shear 18000.0000 1 #, Start 1 0.00 16639.9952 V"""~ 16000.0000 2 8.00 9983.9952 14000.0000 12000.0000 10000.0000 Shear Force Y <START ENDz Pt. Dist. Fr. Moment 0.00 # Start 1 0.00 -106495.96 iv\1'1.<\)f -30000.00 2 8.00 0.00 -60000.00 3 8.00 0.00 -90000.00 -120000.00 Bending Moment Z <START END> Pt. Dist. Fr. Disp. 0.00000 # Start 1 0.00 0.00000 -0.02000 2 8.00 -0.06085 -0.04000 -0.06000 -0.08000 Displacement Y ·\VisualAnalysis (build Aug 1 0 1995) -uniform -Memb r 3 ca11tilever, Wed Jun 0516:12:411996 Apmad Z,arei ft, lbs, deg 0.00002000 <START rjI.Jk BV(LJ)IN(r 06/26 9/ois SlfT-}f END> Pt. Dist. Fr. Force # Start 0.00001000 f o.oooopooo M------__.l,I,=:. _______ ...:....~ 1 0.00 0.00000000 2 24.00 0.00000000 -0.00001000 -0.00002000 10000.000 5000.000 0.000 -5000.000 -10000.000 60000.000 40000.000 20000.000 0.000 -20000.000 0.00000 -0.03000 -0.06000 -0.09000 -0.12000 Axial Force Shear Force Y <START 3 Bending Moment Z <START Displacement Y END> END> END> Pt. Dist. Fr. Shear # Start 1 0.00 2 24.00 Pt. Dist. Fr. # Start 1 0.00 2 24.00 3 12.00 Pt. Dist. Fr. # Start 1 0.00 2 24.00 3 10.08 "9983.995 -9983.995 y Nf Moment 0.000 0.000 59903.971 A J"\,,.__~ Disp. -0.06085 0.00000 -0.-10577 .4¥'\¥' ~, .A.n ELTA ...,/3,=="""-ENGINEERING CONSULTING STRUCTURAL DESIGN ENGINEERS 135 Liverpool Dr, Suite C Cardiff, CA 92007 Tele: (619)942•8649 Fax: (619)942•6189 ROOF BEAM #3 (CONTINUE) CAMBER Default Units: ft, lbs, deg, ° F /ft y B NODAL REACTIONS Node 1 2 4 FX 0.0000 0.0000 0.0000 FY 6471. 1043 18616.8781 5376.0000 MEMBER LOCAL DISPLACEMENTS MZ 0.0000 0.0000 0.0000 Member Offset Dx Dy 1 -Rect H 2.25 W 0.427083 0.0000 0.0000 0.0000 9.0000 0.0000 -0.0388 Project: ... ~.~lJS ...... BUI LO f N 6j-................ . By f.: .. f.<!._ty Date ~.~6.'..'?..Sht. No.3 If Of .... . Subject .......................................... Job No. 9.f ~Z.$ F ::t==:=,,:;J,::'.:'::J:t:I:}')/;:::,,;,;:/?. ;::J:=~:e\p.!fM::/:(,f:.:\:t::1:i:::::~:-;3~9::2:qft::tWi=::'.:J'ItBfi::a4~0-:tmiifm6:iitdti:Wit.w::==ai1\.J('.;.:.:.:::t::::=n:t:r==::;:::: .. :.:.:::::}1tr::·:=::::,,\m:;:;=:::11:=:r 27.0000 0.0000 -0.0278 36.0000 0.0000 0.0000 2 -Rect H 2.25 W 0.427083 0.0000 0.0000 0.0000 2.0000 0.0000 0.0025 4.0000 0.0000 0.0035 6.0000 0.0000 0.0035 :J:':tt::t:tv:tfi:?t::tt:t@tt'$\Jtit&9.ft?':ttt:rtrn&ro,@:q:mttftt:tHl:t6.)ifo])ffo.iiiiEE¥±oi¥'\i13:{'fa,Y:tit:t=::t:tiif't==r=tttttit=>rtiKil 3 -Rect H 1.75 W 0.427083 0.0000 0.0000 0.0030 6.0000 0.0000 -0.0256 :'if:}J\i(:ttlf:\,}'{':ltI\:$.:::;-'ifi:i'gp\:\i':::''\::,\:{tJK9.ptf~f\}=\:t'i:tlP2E=os.i6'il5Mif.filfu¥io.z.1/ii:ii.ii=2.f=t{i{\tlI\/''='\J'f'f'f::/T?=ttHI=I@ 18.0000 0.0000 -0.0271 24.0000 0.0000 0.0000 ,-1 ? ,;c,A.n ELTA ~ ENGINEERING ;~;.~uE~TR1:a STRUCTURAL DESIGN 13, Liverpool Dr. Suite C Cardiff, CA 92007 Tele: (619)9.U,8649 Fu: (619)942,6189 Project: .... ft~J..k: ...... $ .. tJ./.l-OJ.N.6f.• ......... . By f.l;Z:,:..... Da~ ~/1~ .. Sht. No}6 .. Of .... . Subject ......... :: .................... ' .... :....... Job No. :f.(,poe 8 J w\ L ~ (ZJ3 I r ~T'\ELTA 4~ ENGINEERING CONSULTING STRUCTURAL DESIGN EN QIN EE RS 1)5 Liverpool Dr. S1111c C CardiH,CA 92007 Tele: (619)942-~649 Fn:: (619)942-6189 TR-1 411 J STMIDA1~D PIP.f- Project: .. ff!.:l..K ...... ~!.Y?l!Y.4r .................... . By 9-_~.~.£!.!.! Date ~~/f.l• .. Sht. No.?(· Of ····· . ·. · ' , · b N f_oo2-[j Subject .......................................... Jo 0 · .... . p f\ "'3.1 7 ,/ y= 1,s/ /,J ~ ~36 I< s,' l<L -.:::: y f IS ---::: A Of:£: i'' I STAt~Vtv~O r1P£. 5 ~36 IC~t'. / LA liJMrl :#;:_ (UNPJ=~ /~5-3, RJ f':: 3.f5"'7~ 1-6 (~-3. R~). J).k~1~N fcJ\'Z p,,, 3.g K .,, ~ELTA L ENGINEERING CONSULTING STRUCTURAL DESIGN EN QIN EE RS 135 Liverpool Dr. Suite C Citdiff, CA 92007 Tele: !619)942,8649 Fu: (619)942-6189 Tt~y 5'' P STA1'/DARS> PtPl:- A =4 31tJ 2 ku -,-;:, 38 4:3 -. -· -------·~'-- Project: ... 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Job No. 76.9. ~ -------------· / --~ ~ //~ SinfSON fA62-8 (!: kB P. ~ / "'-'I lb-d, tJfa-1 L':? r1 IN· I . . I ' -~. Cot!t-,fl/..r-"r· .f ,.._~ f'5; ( '2e1lf'I ~,zce ne.-~ ft(<?.. \J(it1fh . fi.,ieL f; £,&If f:ftOrJ 4to C4oe.D :eA12. . " ~ELTA ,,,,;;;==.;:,,,,.ENGINEERING CONSULTING STRUCTURAL DESIQN EN QIN EERS u, Liverpool Dr. Suite C Cardiff, CA 9 200 7 Tele. (619)9·'1-8649 Fu (619)9-11-6189 r,,rJ~ \ I. r I(} f • ~r . ' Project: Jp;JK ...... :?..~.~.1+.?.~~.f .................. . By .. A.:.{:. Date l?..¼b.Sht. No.?l. Of .... . Subject .......................................... Job No. C/.6.628 I{ VJ ~ l )>._. . ' ~~1t4, ,. ;-._ \J : ' I i' ,, t· , I ,, , -~ELTA ~-=~ENGINEERING ~~;~HUEL/~~O STRUCTURAL DESIGN lJ j Liverpool Dr. Suite C C udiff. CA 9 200 '1 Tele• (619J94?-8649 Fu· (619)9"2-6189 • I / 0 0 ]] Il JI 11 Project: Jif .. :J.~ ....... ~~.~.~?..(~({ ... . By lt?..... Date ~.~.(sht. No.9~;···.::·.: Subject .......................................... Job No.f (9.:z-t ?LYWG'~ i f eix'zl cMl-A ,,,, 4--¾~ 1 JJ. f. II-I Jjl.>1 ripso tJ I& r1 £.rt t. _ C ..::,f 42Af t..ocA110 rJ >ttlfS'ON V~ f 8 Jtt1f ~rJ . ttc t+-~ T,A I 0 0 ' ,. ' .&.ELTA ,,&;.=~ENGINEERING CONSULTING STRUCTURAL DESIQN ENQ IN EERS lJ, Liverpool Ot Suite C C ard.1ff, CA 9 200 7 Tele. (619)941°86-19 Fu: (619)9.U,6139 . C. ):-)J-JK .BUlWING--ProJe t. ........................... , ................................. . By ... A.:~.~. Date o_l(f ..... Sht. No. '7-?.'. Of .... . Subject .......................................... Job No. 9.6..~ z.&' -( '(-. '7- \ ' t ',) ' ~ \ ~ I) I " ~ . r._ I . -·1 ~ < 'v <.. ~ . .. '"r . <: L rt -( < "< ' -~ : ... I ' -( ' .· ~ELTA ~=~ ENGINEERING CONSULTING STRUCTURAL DESIClN & Na IN Ee RS lJj Liverpool Dr. Suite C Cardiff, CA 92007 Tele: (619)942•8649 Pu: (6l9)9-U•6189 • II ?xt, ~ Z'+ Ol ,t W/ ~,r1pb&tS PF i, . UJ~ I') 'fX~ e J.rB II o/c,, I ~ 51 ~p.S.orJ HU 4-'PTr ~ 01r/f.>0,'J Hp/rc8 (! 48" 0/t. . 0 • C> ' • .· ~ . r \. 0 ' .,, , ... ~ ,--,:, "' I' ~ ,,. I 4-_-' •, ' . ~ ( '~ ,"'t>, p ' :t" 0 . ----_. ___ -·--·-·-----· ., '% Project: HJ.:J.~ ... ~Y).?:-f.(!{ff... ................... . By A-., .. I... Date ~1/qef.sht. Noli Of .... . Subject ..... .-.................................... Job No. f £.q 2.-J' .. ,. -. ~ELTA ~ ENGINEERING CONSULTING STRUCTURAL DS9IGN ENGINEERS l35 Liverpool Dr. Sui.u C Cardiff.CA 92007 Tele. (6 t9J9-t!-8649 Fu:: (6l9)9-L?-6139 s,npso"-1 c.c..~ fi;/;I Project: H.IJ\<. BUl W/ NCj- By .A.:.i:::··-~~:··~:t/1.i~~~:-~~:11·~··::::: Subject .......................................... Job No tJtoi.2 . 7 ..... ' (# ' • ' . II "' ~ ,;- 6 ~ (f. i 1 6t,Jl,,f?rJ !)fl; o/'b x 2, z)'i r..1,Jlr\ 11• /1 51[). j)) A Plf t t1t~IJ'S- Project: ... n}:J .. \S ..... ~Y.~.4?..((~.~ By . .AJ..... Date ()7 /41' Sht N···;;(;··:············· ... /7,ll... . 0 ( Of Subject . ....... ...... ............... .......... ... ~ob ~o. f d()2..% Ou l . 10 ----.1.:. aELTA _.,_,-=~ ENGINEERING ;~;~NUEL/~~Q STRUCTURAL DESIQN ll5 Liverpool Dr, Suite C Cud1ff,CA 92007 Tele: (6l9J9·'2·86-19 Pu::: (6l9)9.U-6189 I I I 3 ,. I /;{1 I Lfrtf# (/)MD. :)1 J £ ' I --1 • Project: Ji.'fJ..!S ....... ~.~.1.~fY.4" 1. t, ······················ By /J.. .. t..~... Date ~ .. V.1 .... Sht. No. 1--7 Of ..... Subject .......................................... Job No. Jf?.<?12.!i 'J I/ )" ~ELTA ~ ENGINEERING CONSULTING STRUCTURAL DESIQN EN QIN EE RS ll.S Livupo-,1 Dr Suite C Cardiff.CA 920U7 Tele: (619)9~!-86-19 Pi'1:· (619)9-t:!.-6189 '1 s-1~~27~ ~- Otl. q, / ~-1.•l.n1' ~ Yb I)( 1.V,/2 UIW ,r · . "l{!J k r3UtLf)OJ&-ProJect. ....................................... :-:'l ...................... . By .tt.i..... Date ~.J(f {sht. No. (.rr Of .... . Subject .......................................... Job Nojb.C?. zS ~ELTA ,&;;.==. ENGINEERING CONSULTINQ STRUCTURAL OESION EN 11 IN EE RS ll $ Liverpool Dr. Suite C C.rdiff.CA 92007 'tile: (619)9-H-8649 Yu: (619)942-6189 ·~ "' ' \ \ ' '' ,,, ' I,/ ,,. Ytr-,-i w,. \-::::l IJ,tP e, ~ 11 0(2.. l31; 1 ~ I 2 .){ ,r Project: .... Y.t~JK ........ lP.P.(4.?.e~q············ By A:~ .. i... Date ~.(f-?t.sht. No.1.1 Of ····· Subject .......................................... Job Nof 6.R.2' 1"iPE G H corJ~ tc.\/'ON .s · .. .::::: : = ., ' ·' ,, ., C ·.~ 1 ~ELTA ~ ENGINEERING CONSULTING STRUCTURAL DESIGN ENGINEERS tJ5 L1vcrpoolOr.Suirc C Cardiff, CA 9 ?00 7 Tele:• (6l9J9-*?•8649 Fu: (619)9.U-6189 ,r r~· ;,. . I•• . " ,, ' ~'• I -' a. \ ~ < ........ ' t .,,. , t \ \ l I f _' t. r Project: ..... HY..K ... ~~f.(P..!:.~i ................ . By A.~ .. ~ ... Date t?..1/.i{sht. No/~f Of .... . Subject ... ..... .................................. Job No.t'/6..~7.J { ,r?,. -~ ...i,' \ ' ' \ l. I'\ r r' _, 111 '' ,, I v z_L '} x 7 :J./J lf' X ()--& 11 ~r,J. l'=cj=ft,=="' B= " ( o~ec.T1 o N ~ ~ELTA ~ ENGINEERING CONSULTtNQ STRUCTURAL DESIGN e NC IN EE RS ll5 Livupoc,l Dr. Suite C Cttdiff, C.\ 92007 Ttlc: (619)94!-8649 Pu: (619}9-U-6189 \ ,, 17 Project: ... .JJ .~J.. -~-..... ~? f!::J?J/y?[._ ............... . By . .A.:.:k.:. Date t?.~.f .. Sht. No!tJ( Of .... . Subject .......................................... Job No. f~? zj ?l-AN VI 'i,W V' -)2 -,01v1r ,A . If /tr 4) pLf.tf'l f,,Af I ' ___ j ------------------·· ---~ ---. ----· ~ELTA ~ ENGINEERING Project: ... H.J."J..K ...... ~.~1.Y?..(N.f ............. . CONSULTING STRUCTURAL DESIGN ENGINEERS By /.J.:.1.... Date ~l-f .6 .. Sht. Nol°.?:-or .... . lJj Livc.ti,ool Dr. Suite. C Cardiff.CA 9?007 Tele.: (619)9-H-8649 Fu:: (619)9.U-6189 Subject ............................. ............. Job No// b-¢> '2% r ·,,-;::, ' ,. -::,I·~ , ·, ;::-r ' ''11. "\:_ '. ,.., • -' , I\,; ~'J1f n ,-, .-\. ~ t... -' ' --I: ~ -',, t,,, /I, ' -t . \, fi"2" r. • • It. -..j" -r . l t z ;fir ....,..,. '-'\ ... · r ..... ", . \.-<'. <',, , , · ,-, , r ', , :'1 , ~ --"'-• I' ., t ,, '-J...... tt_ _!:. .....:. _,_ --·--~ --,--..~ ... ' } ' _ ... _, ' . --A--- r ~ 1/:1?'' t1 J S1ot rr4'-E ·, (jl ... ~ELTA ENGINEERING ;~:,sNu//~~Q STRUCTURAL DESlllN 1Jj Liverpool Dt. Suitt C C ardtrr. CA 9100 7 Tdc: (619)9-H-8649 Pu:: (619)942-6189 "' ~ j'' .,. " ~tr' (I "2., ~ .. .,4:(f;ilt7'd-~b "' f. __ / .,· .. · /µ,~ r . ~I • : ~t, • II • '!) I ' • " II\ ,. • . 1/' . ,,. // ll -· t z.~ f V ~ j :}' ~~, Ti-- 1 ' --·-··"------~------. -~ Project: ..... H.'.f.~ l ~(/~)?.f fy i ........... . By Jl ... f.,.. Date ~.1/.?..(_sht. No/Oj_ ~-·::::: Subject .......................................... Job No. Jfc: ztY f!471~ ~dit~Yi .. iJJ; 5 .. ..,rz> t.) &vU-5 · -4}-@-@-~ ~ t;'/ ax Z.2, 1/2. &~u /..,t\ Ii !..Ar? I fL.-,t:rt yLP 11 1 s w U 5HA-fl ,(. ' .. ( ·, \__. . . COLUHhl ~ BAS= PlAie ·'¥/' x i 2-" xt 2// A~ eoL-T~ 4--3/#' ~ l~w I LEVELER NIJT5 ·• '· HI JK B,UILf} t/\ff SHf--I of t/6°~ L'. ,2-// L f. -. . . ~ LL) I I P-E:IN~ l f'E"R S01ED, 'I s ---· ··--··~.--·-.. • .( I, I l co~. TILT-UP PAµ L. PcP-PLA..,J 1tr@Jo tJf. ( v t(l; 11 rA l ) ,, · ~ 1e, zk tJ_~ {f-fott; J ·z.7~ fJoTE·: ~ I JI< /3 UI LPINGr- S({T -I 05'" 7tovl' 6EHD EVERY TIIRD VS<.T, ~-nJTo SEE FoUiJDATIO~ PLAN , _ _____,t--_---FOR.--_ CO~cP-E TE $LM ~ P.e I t-J fOf<..C. I~ G P-,~~ U I l=<E-- Mcf-175 fbuR ~TRrf' :t 4 co r-JT.-- • • '()' ' . z . -• .... l·~,-011. >. U./-.l.01 '· l ,. ". -¼l=.,... ~s:., ,i 110 ----t...--~ ... L7->,.i,_:--i,::-::i, .,.,. __ ,- • t! ....l ·_u ~ ~! \I i .. .. ' ~ t H J..JK !3l)(LJJW(r >rlT -Jo C rt6z.% I! 4-f*f A~ fol..i'S -·. . . W/ LEVEL£~ . I II 1)/; J-J u 'f ':;;) l~uD.2-YP~ f'I. • I t~...,__-1 .._._--.a.-...~~ , ~ ~70 -___._-REl~fG l ~~ 'r 1"EF-~TliJes. -sc+lE:DlJLc-l sc+ICD. , ( (_ __ , UJ uJ (J) - Jr?.lJk.. BvilJ>Jl'-'4 >HT-/D1 1t6'22 ~----=-=--~o~te TIL.T-Uf pAi-!EL.. Pf:f<-fl.A!-J bc:.'(OND. . ~6 COf-.lT1t--lLldL>s i-c/ PoUR STRlf __ ........,. • •. ~ DRYPACK • I U.N.O. -----12..:-...~. s _ 1-.~. e. u. ~. o, __ _ • ti ..J \J . rr t-Jore~ c:££ ~M~ FLA~ ~ GO¼-lcPE-1 e 5LAo $ RE l}JfORCI NG · ReGUrQE- t-1 E µ145 . CO!-JOiTlON AT poof, OfSN!NG /,...-- 1_ [ .. L.- J • .. I II .-,r; --- '· r/~ HJJ /\ l3(j(U.JtN<f 51,ff----fog 9 bo 2 S )C ..... .,... .!.. T IC.!.. ':::.·L I i1:.'-'0 5 I ,,--,~,._ •• ----------------·=!y11 •1-=·1·· -" l 'i • C ~ . . ----'f=--=; i, i :o . , u,t--J.o. . / 2-*5 f.pRS 41·011 LOW(S AT4 °iYP~ 2-~>S +-}€AO ~~s, u.i.J.d. · - _...,_._---+.' . . ~ 2-~'? 4?ILL ~c;, T(fk-AL, E~AT M~ ~.4R,J_-UF' ' pz.~. . --. ·------·-·------·----·----"-"....::.....;c_...,____~ H fJK_ §VlLPlv.J4 5U:T ~ /o 1 9to~ HEAD $SILL IV-i11 cLeAR 1,t .1i TYPICAL-'-1 . "' .. , , •' • 0 . • • • C> " • .. . . ~ ... . JAMBS T1f. f'ANE.L OFE:.NING P-.CINF tG. '· ( \ ·-- f,-\~ ;::.L 10' ..._:--V II~ I \1 r..::::.~ -"'"-r,c:. oc~~h5. ~ f . I l ·:-· .. , .. . , I I ·. ~~:,: I l . ,. . .. ,-------~' '11--J {-< \3cJllD!hv1~ SHr---!Ir, C/bDU ~II =-I ~l l \)}' \:: \ .. \ ' ' L . ' , ...... " •" ...... ... ' . .. --- li 1 J l<-'~><JJLDllll<r s~r~ ,n f/;62ff' -~ -~- - '· ' ,, . <: . ' ' ... . . ,. . ,, -r.o. , HJ:Jlc__ 'B~lLP!AI<{ $frf( ~ lf "2_ 9 r:, o<--1f 12/19/1996 12:15 619-536-8311 GEOTECHNICS INC. ~ Geotechnics ~ Incorporated December 19, 1996 Drew Haygeman and Craig lsobe c/o White Construction · 6351 Corte Del Abeto, Suite A100 Carlsbad, California 92009 Attention: Mr. Steve White SUBJECT: CHANGE OF ·oeOTECHNICAL CONSULTANTS Proposed Commercial Development Carlsbad Research Center, Lot 104 Carlsbad, California PAGE 02 Principals: Anthony F, Belfast Michael P. Imbnalio W. Lee Vanderhurst Proposal No. 0349-001 ~oo Document No. 6-0819 Reference: "Report of Geotechnical Investigation, Carlsbad Research Center, Lot 104, Proposed HIJK Building, Carlsbad, California", by Geotechnics Incorporated, Project 0303-001~00. Document 6-0276, May 21, 1996. "Addendum to Geotechnical Investigation, Carlsbad Research Center, Lot 104, Proposed HIJK Building, Carlsbad Research Center, Carlsbad, California", Project No. 0303-001-00, Document No. 6-0507, Dated August 12, 1996. Dear Mr. White: Based on our recent conversation, it is our understanding that you have selected another geotechnical consultant to provide testing and observation services during grading of the subject site. As stated in Section 6.3 of the referenced geotechnical report, the recommendations given in said report are contingent upon Geotechnics Incorporated performing testing and observation services during the grading operations. This is because assumptions were made during the investigation which must be confirmed in the field. In addition, the report provided special site preparation recommendations in order to mitigate several site conditions which could adversely affect the proposed structures and improvements. These include the presence of expansive soils, shallow bedrock, and loose surficial soils. Depending upon the conditions observed during grading, modifications or additional recommendations may have been warranted. Since the required tests and observations will not be made by Geotechnics Incorporated, in accordance with the standards of practice, we hereby retract all responsibility for the performance of earthwork or structures constructed at the subject site. 9951 Business Park Ave., Ste. B • San Diego California • 92131 Phone (619) 536,1000 • Fa:,c (61!1) 336-8311 12/19/1995 12:15 White Construction December 19, 1996 519-535-8311 GEOTECHNICS INC. PAGE 03 Project No. 0349-001-00 Document No. 6-0819 Page 2 In accordance with the standards of practice and the requirements of the City of Carlsbad, your new consultant should have reviewed the project geotechnical reports, and made any modifications or additional explorations deemed necessary. Your new consultant is now the geotechnical consultant of record for the project and should provide the final design criteria for foundations and structures, based on the actual conditions observed during earthwork construction. Your new consultant should prepare an as-graded geotechnical report docum~nting all site preparation and earthwork construction, as well as their final geotechnical recommendations. Please call if you should have any questions of comments regarding the above. We appreciate the opportunity to have provided geotechnical services. GEOTECHNICS INCORPORATED Anthony F. Belfast, P.E. 40333 Principal AFB/maf Distribution: (4) Addressee (1) Mr. Donald Grover, AIA (1) City of Carlsbad, Inspector {FAX: 438~0894) ------------Geotechnlcs Incorporated ___________ _ -' I J •\ _ Johnson, .. i-?' "".;7 ·: f 'f /---' / ( • Kracke ~--- -' . ""-' ,;,...,.-~ .. ~----"' ,, November-:20, 1996 City of ~arlsbad · Building Department _ Carlsbad, C~ 92008 _ · Attention: Building Department Design- as it applies lo 11/arkeling y 2260 R11the1/ord Road Suite 110 Carl1·bad. 01 92008 6191931-.1982 Fax 6191931-9096 As the owners of Lot 104 on Faraday fu the Carlsbad Research Center, we are aware that due to the soils conditio:q, a diffe.reritial_ settlement of up to 1 inch, running the length of the building, is possible. · - .Th~ structural engineer lias based the foundation design on conventional methods and are in acceptance that the potential-of 1 inch settlement is possible. ; '~ , .. -~ . . - ~Qlray~ . ' -~-- ' b. - J • \ • • • ,~z Geotechnics I ~Incorporated October 29, 1996 Donald Grover Architect 135 Liverpool Drive, Suite C Cardiff, California 92008 SUBJECT: TEMPORARY STABILITY OF SITE SLOPES Carlsbad Research Center, Lot 1 04 Proposed HIJK Building Carlsbad, California · Principals: Anthony F. Belfast Michael P. lmbriglio W. Lee Vanderhurst Project No. 0303-001-00 Document No. 6-0700 Reference: "Report of Geotechnical Investigation, Carlsbad Research Center, Lot 104, Proposed HIJK Building, Carlsbad Research Center, Carlsbad, California", Project No. 0303-001-00, Document No. 6-0276, Dated May 21, 1996. Mr. Grover: "Addendum to Geotechnical Investigation, Carlsbad Research Center, Lot 104, Proposed HIJK Building, Carlsbad Research Center, Carlsbad, California", Project No. 0303-001-00, Document No. 6-0507, Dated August 12, 1996. In accordance with your request, we have prepared this letter in order to address the temporary stability of the existing slope which borders the eastern portion of the building pad area on the subject site. This slope is approximately 50 feet high, and is inclined at approximately a 2.5:1 (horizontal:vertical) gradient. The slope is composed primarily of metavolcanic rock mantled with a thin layer of colluvium. It is our understanding that remedial grading will be conducted on site, in accordance with the recommendations contained in the referenced reports, in ord~r to reduce the potential for adverse differential settlement of the proposed structure. Remedial excavations up to 10 feet deep will therefore be required in the building pad area at the toe of this slope, as discussed in the referenced geotechnical reports. It is our understanding that the eastern edge of the building will be situated approximately 7 feet from the slope, measured horizontally to the toe of the slope. The remedial earthwork therefore has the potential to adversely effect the stability of this slope . 9951 Business Park Ave., Ste. B • San Diego California • 92131 Phone (619) 536-1000 • Fax (619) 536-8311 ..... J •• • Donald Grover Architect October 29, 1996 Project No. 0303-001-00 Document No. 6-0700 Page 2 Consequently, the temporary stability of the eastern slope was evaluated for an idealized worse- case condition, in which a 10 foot high, vertical cut exists at the toe of a 50 foot high 2.5:1 slope. Based on the results of our analysis, it is our opinion that such a slope would remain stable with regard to deep seated failure with a factor of safety greater than 1.2, which is the generally accepted safety factor for temporary excavations. Please note that our analysis did not incorporate the effects of groundwater seepage forces, nor the implication of dynamic vibrations from blasting. It should also be noted that although the slopes will be stable with regard to deep seated failure, they will be susceptible to spalling of metavolcanic rock fragments. In general, temporary excavations for the remedial grading operations should conform with Cal- OSHA guidelines. Temporary excavations in fill material should be inclined no steeper than 1: 1 for heights up to 10 feet. Temporary excavations within the metavolcanic rock may be inclined at up to a ½:1 gradient for heights up to 10 feet. Temporary excavations that encounter seepage or other potentially adverse conditions should be evaluated by the geotechnical consultant on a case-by-case basis during grading. Remedial measures may include shoring, or reducing the inclination of the temporary slope. If excavations within the metavolcanic rock are not possible • with conventional equipment, then Geotechnics should be contacted for further recommendations. • We appreciate this opportunity to be of continued service. Please feel free to contact the office with any questions or comments. GEOTECHNICS INCORPORATED Anthony F. Belfast, P. E. 40333 Principal Engineer AFB/maf Distribution: (4) Addressee (1) Zomorrodi Engineering Geoteclmics Incorpornted I I I I I I I I I I I I I I I I I I I .a.....geotechnics Incorporated --- May 21, 1996 Donald Grover Architect 135 Liverpool Drive, Suite C Cardiff, California 92007 SUBJECT: REPORT OF GEOTECHNICAL INVESTIGATION Carlsbad Research Center, Lot 104 Proposed HIJK Building Carlsbad, California Gentlemen: Principals: Anthony F. Belfast Michael P. lmbriglio W. Lee Vanderhurst Project No. 0303-001-00 Doc. #6-0276 The following report presents the findings, conclusions, and recommendations of our geotechnical investigation of the subject site. It is our understanding that the development is to consist of the construction of a single commercial structure with surrounding parking. The subject site has been previously graded and is presently vacant. In general, our findings indicate that the subject site is underlain by Santiago Formation and fill materials that are considered suitable to support the proposed structure, providing that the recommended site preparation is performed. There were no unusual or special conditions apparent in our investigation which would preclude the construction as planned. 1.0 PURPOSE AND SCOPE OF WORK The purpose of our investigation was to evaluate the existing geotechnical conditions at the site as they relate to the proposed improvements, and to make recommendations regarding site preparation and grading, design of the proposed foundations, retaining walls, and slabs, and the construction of pavements. The recommendations contained herein are based on a surface reconnaissance, subsurface exploration, laboratory testing, and professional experience in the general site area. Design values may include presumptive parameters based on professional judgement. Our scope of work was limited to: 1.1 Review of available literature related to general geologic conditions. P.O. Box 26500-224 • San Diego California • 92196 ma1111&-11a1111111111C,xa,,zs!!Zl:!l'!w:s:,rn!ll:!¥Miillll Phone (619) 536-1000 • Fax (619) 536-8311 I I I I I I I I I I I I I I I I I I I Donald Grover AIA May 21, 1996 Project No. 0303-001-00 Doc. #6-0276 Page 2 1.2 A visual reconnaissance and subsurface exploration of the site consisting of the drilling of three borings with a truck mounted eight inch hollow stem flight auger. Bulk and disturbed samples were collected for laboratory testing. 1.3 Laboratory testing of selected samples collected during the subsurface exploration. Testing was intended to assist in characterizing soil properties and assessing pertinent engineering proper:ties. 1.4 Development of recommendations for site preparation, earthwork construction, foundation design, on-grade slabs, and earth retaining structures, and pavements. 1.5 Assessment of general seismic conditions and geologic hazards affecting the area, and their likely impact on the project. 1.6 Preparation of this report. 2.0 SITE DESCRIPTION The site consists of a roughly rectangular lot, which averages approximately 240 feet in width and 430 feet in length. The site is located east of Faraday Avenue in the Carlsbad Research Center in Carlsbad, California as shown in the Site Location Map, Figure 1. Ele'(ations of the existing building pad are between approximately 157 and 163 feet above sea level. The site is bordered on the north by an approximately 10 foot high 2:1 (horizontal:vertical) slope which ascends to Lot 105 of the Carlsbad Research Center. An approximately 8 foot high, descending 2: 1 slope separates the site from Lot 103 to the south. The entire eastern half of the lot consists of an approximately 50 foot high natural slope with an average gradient of approximately 2.5:1. A concrete lined ditch at the toe of the slope directs surface runoff to the south along the daylight cut, and then to the west along the top of the descending fill slope. Drainage within the pad area . -- is directed by sheet flow to the southwest. Minor erosion of the building pad area is evident along the southwest edge of the lot, leading to a desilting basin in the southwest corner of the site. Vegetation on site consists of scattered light weeds in the building pad area, chaparral in the natural slope area, and partially landscaped fill slopes. An approximately 30 foot wide, well irrigated lawn area exists between the building pad area and Faraday Avenue. Within the lawn area there are 20 trees which are approximately 15 feet tall on average. The property is currently vacant. The approximate layout of the site is shown in the Site Plan, Figure 2. Geotechnics IncolJ)Ornted --- 0 ~ ...-(\ ~ 0 --' '-~-- ---- AGUA I HEDIONOA ......_~,..._ .GOON ~-.. - ~.~ 1--> '-----I---·· ~ ----.___, i :t.Hlf9!L ..•........•. RQ .... .J. ... iOBB :l 3 I :I ::::1 :I 5::~ ... ~-· ~: I I i Pl>-.L©MAR --·~~f;u1•~ .::::; .... / {_..,, \ \ \ \ /', !?r ::I §\ i' ' / ...... _ ..... ..,, - \ 1 I I I~ 18 \~ J --..... .......... --' I I l I l \ \<: ..... _ ----.......................... ,i "?-Sr, r '{4'1R; '-.... Ro f -...:, I "' 21 0 .25 .5 - _,,/ / .75 ---- Cl :3 co .. ~~.~ ---= ~ t .OJJ,t .-a·-· <;,\~V> ..... ~\<'3 -~filkL~----~~;::,.,WNfJ4 __ _ \ r \ I / \-\./-, \ I '~ \ I 22 -I 1:5 1.0 l i Miles ADAPTED FROM THE 1996 THOMAS BROTHERS GUIDE --= -----Kilometers -Geotechnics Incorpor9-ted (\ SITE LOCATION MAP HIJK Building, Lot 104 Donald Grover, AIA .5 1.0 PROJECT NO. 0303-00-011 DOCUMENT NO. 6-0276 FIGURE 1 ------------------- SCALE: 1" -40' LEGEND: -&a.3 Approximate Location of Exploratory Boring -,.-Approximate Location of CuUFill Transition c:=::;> Approximate Location of Existing Concrete Lined Drainage Ditch Geotechnics ~ncorporated SITE PLAN HIJK Building, Lot 104 Donald Grover AIA ~B-3 ,_--220 '210---- 00 EXISTING DESIL TING STORM DRAIN BASIN PROJECT NO. 0303-001-00 DOCUMENT NO. 6-0276 FIGURE 2 I I I I I I I I I I I I I I I I I I I Donald Grover AIA May 21, 1996 3.0 PROPOSED DEVELOPMENT Project No. 0303-001-00 Doc. #6-0276 Page 3 We understand that the proposed construction will include an office building in the eastern area of the lot with surrounding parking. The building is anticipated to consist of a single story, 13,000 square foot concrete tilt-up structure. The preliminary site plan indicates that only minor grading is planned, consisting of cuts and fills of less than two feet. Various retaining walls are proposed for the site in areas where the proposed building will cut into the natural slope. The proposed site layout is shown in the Site Plan, Figure 2. Note that the proposed building location as shown in Figure 2 is .preliminary. It is our understanding that final building size and location may vary from that shown. 4.0 GEOLOGY AND SUBSURFACE CONDITIONS The Carlsbad Research Center is located within the coastal plain section of the Peninsular Range Geomorphic Province, and consists of Mesozoic metavolcanic rock, with .overlying Cenozoic sedimentary sandstone and claystone. Our subsurface investigation indicates that the subject site is underlain primarily by Santiago Peak Volcanics and compacted fill. Prior to mass grading of the site, the building area of the lot was underlain by deep alluvium associated with a canyon. Grading operations included the removal and compaction of this material. A transition from cut to fill exists at the contact between the filled building pad and the natural slope, as shown on the Site Plan, Figure 2. The fill placed on the site was derived from nearby cuts into the Santiago formational material, the Santiago Peak Volcanics, and the canyon alluvial soils. A maximum of approximately 45 feet of fill was placed on the lot during the grading operations. Prior to placing fill, a subdrain was constructed in the invert of the canyon that traversed the site. The approximate locations of the borings made for our investigation are shown in Figure 2. Logs of the explorations are given in Appendix B. A description of the specific units encountered during OlJr investigation follows. 4.1 Santiago Peak Volcanics The Santiago Peak Volcanics were observed in exposures on the cut slope in the eastern half of the lot. The volcanic rock is believed to underlie the entire site at depth. Santiago Peak Volcanics, as observed on site, typically consist of a mildly metamorphosed, metavolcanic rock. The material exposed in the cut slope was highly jointed, with clay filled joints. This material is dry to moist, very dense, and has a low to medium plasticity. Geotechnics Incorporated I I I I I I I I I I I I I I I I I I I Donald Grover AIA May 21, 1996 4.2 Fill Project No. 0303-001-00 Doc. #6-0276 Page 4 Fill was encountered during our subsurface exploration in all of the borings to the maximum explored depth of 21 feet. Based on a review of records of Geotechnics Incorporated, including the As-Graded Geotechnical Report (Geotechnics lncororated, 1994), the depth of fill beneath the proposed building location appears to vary from zero feet along the toe of the cut slope, to a maximum of approximately 45 feet in the southern portion of the lot where the subdrain crosses the southern property line. The fill was derived from the Santiago Formation, the Santiago Peak Volcanics, and alluvium. Fill materials will vary considerably based on their source. However, the predominant fill observed in our subsurface investigation consisted of a clayey sand with gravel (SC). The sand was generally fine to medium grained, and had a medium plasticity. The fill was generally olive brown in color, moist, and medium dense to dense. The fill contained considerable amounts of hard, angular, metavolcanic rocks of up to 3 inches or more in diameter, which were clearly derived from the Santiago Peak Volcanics. In addition, the fill contained fragments of fat claystone (CH) of up to one inch in diameter. 4.3 Groundwater No seepage or groundwater was observed in our investigation. Changes in rainfall or site drainage could produce seepage or locally perched groundwater conditions within the soil or bedrock underlying the site. It should be recognized that excessive irrigation on the project site could also cause perched groundwater conditions to d~velop at some future date. This typically occurs at underlying contacts with less permeable materials, such as the interface that exists between the fill and the underlying formational material. Since the prediction of the location of such conditions is not possible, they are typically mitigated if and when they occur. Geotechnics IncoipOrated I I I I I I I I I I I I I I I I I I I Donald Grover AIA May 21, 1996 5.0 GEOLOGIC HAZARDS AND SEISMICITY 5. 1 Geologic Hazards Project No. 0303-001-00 Doc. #6-0276 Page 5 The immediate subject site is not located within an area previously known for geologic hazards, nor was evidence of past soil failures or faulting noted in our investigation. Liquefaction of the underlying soils is not considered a hazard due to the lack of shallow groundwater and the relatively high density of the Santiago Formation materials. 5.2 Seismicity and Faulting The subject site is located approximately 5.0 miles northeast of the projected offshore trace of the Rose Canyon fault zone.. This fault zone is classified as active, and capable of generating a magnitude 6.4 earthquake (maximum probable event). The estimated peak site ground acceleration for such an event is 0.42g. Design of structures should comply with the requirements of the governing jurisdictions, building codes and standard practices of the Association of Structural Engineers of California. Ground-breaking due to active faulting is considered to have a low potential, due to the distance from known, active fault traces. Geotechqics Incoiporated I I I I I I I I I I I I I I I I I I I Donald Grover AIA May 21, 1996 Project No. 0303-001-00 Doc. #6-0276 Page 6 6.0 RECOMMENDATIONS 6.1 General Discussion No geotechnical conditions were apparent during the investigation which would preclude construction of the proposed structures as planned. However, some geotechnical constraints exist which require special design consideration in order to decrease the likelihood of distress to the proposed structures. • The on-site soils include both medium dense fill, and very dense metavolcanic rock. The proposed building layout places the structure over both rock and fill materials. Transitions from rock to fill below foundations and slabs are not recommended due to the different settlement characteristics of the materials, and the resulting potential for differential movements. Consequently, we are recommending removal of the volcanic rock beneath the building area, and replacement as a compacted fill in order to provide more uniform settlement characteristics. • • The on-site fill soils are moderately expansive. The use of the expansive soil under structures creates the risk of slab and foundation movement and cracking. We are providing recommendations to help reduce the potential of distress due to soil expansion. The site contains deep fill. It has our experience that even well documented compacted fills may undergo hydrocompression on the order of 0.2 percent of the fill height. This may result in differential settlements across the length of the proposed structure. If moderate differential settlement is tolerable for the proposed -structure, then conventional shallow foundations may be used. However, if the risk associated with moderate settlement is deemed unacceptable, then other options should be employed such as the use of deep foundations. The remainder of this report presents recommendations in detail. These recommendations are based on empirical and analytical methods typical of the standard of practice in southern California. If these recommendations appear not to cover any specific feature of the project, please contact our office for additions or revisions to the recommendations. Geotechnics Incoipornted I•,, I I I I I I I I I I I I I I I I I I I Donald Grover AIA May 21, 1996 6.2 Site Preparation Project No. 0303-001-00 Doc. #6-0276 Page 7 6.2.1 General: Clearing of the existing site should include the removal of any pipes, vegetation, or general debris. Any deleterious material, including construction debris, rocks over 6 inches in greatest dimension, or soil containing vegetation should not be used in site fills, and should be disposed of off-site. 6.2.2 Debris Basin: A temporary debris basin was installed during rough grading of the subject site in the southeast corner of the lot. Soft sediments have accumulated within the basin since initial construction. All soft sediments within the basin should be removed to a depth where competent fill material is encountered. · The entire excavation should then be brought up to finish surface grade with compacted fill as discussed in Section 6.4. In the event that the existing storm drain pipes within the debris basin are to be abandoned, they should be removed and their excavations backfilled with compacted fill in accordance with Section 6.4. 6.2.3 Building Areas: In the building area, including at least five feet outside the structural perimeters, all volcanic rock should be removed to a depth of ten feet below planned subgrade and stockpiled. The stockpiled soil that is free of deleterious material should then be replaced as a compacted fill in accordance with Section 6.4. The over-excavation envelope should be accurately staked prior to commencement of the excavation operations. The bottom of the excavation should be observed by the geotechnical consultant to confirm that conditions are as anticipated. These recommendations should be considered subject to revision based o~ field conditions observed by the geotechnical consultant. In order to decrease the potential for differential heave due to the moderately expansive nature of the on-site fill soil, all material within the b_uilding pad area, as well as five feet outside of the building perimeter, should be removed to a depth of two feet below proposed grade, and stockpiled. The stockpiled soil that is free of deleterious material should then be replaced as a compacted fill at a moisture, ., , content that is at least five percentage points above optimum moisture, based on ASTM D1557. Because of the benefit of decreased expansion potential, the minimum compaction considered necessary is 87 percent of ASTM D1557 maximum density. Geotechnics Incorporated I I I I I I I I I I I I I I I I I I I Donald Grover AIA May 21, 1996 Project No. 0303-001-00 Doc. #6-0276 Page 8 6.2.4 Asphalt Concrete Parking and Drives: The soil within the upper one foot of pavement subgrade should be compacted to at least 95 percent relative compaction based on ASTM D1557. 6.3 Excavation and Grading Observation Foundation excavations and site grading excavations should be observed by Geotechnics Incorporated. During grading, Geotechnics Incorporated should provide observation and testing services continuously. Such observations are considered essential to identify field conditions that differ from those anticipated by the preliminary investigation, to adjust designs to actual field conditions, and to determine that the grading is accomplished in general accordance with the recommendations of this report. Recommendations presented in this report are contingent upon Geotechnics Incorporated performing such services. Our personnel should perform sufficient testing of fill during grading to support our professional opinion as to compliance with compaction recommendations. 6.4 Fill Compaction All fill and backfill to be placed in association with site development should be accom- plished at slightly over optimum moisture conditions and using equipment that is capable of producing a uniformly compacted product. The minimum relative compaction recommended for fill is 90 percent of maximum density based on ASTM D1557, except as modified in previous paragraphs. Sufficient observation and testing should be performed by Geotechnics Incorporated so that an opinion can be rendered as to the compaction achieved. Imported fill sources, if needed, should be observed prior to hauling onto the site to determine the suitability for use. Representative samples of imported materials and on site soils should be tested by the geotechnical consultant in order to evaluate their appropriate engine~ring properties for the planned use. During grading operations, soil types other than those analyzed in the geotechnical reports may be encountered by the contractor. The geotechnical consultant should be notified to evaluate the suitability of these soils for use as fill and as finish grade soils. Geotechnics Incoiporated I I I I I I I I I I I I I I I I I Donald Grover AJA May 21, 1996 6.5 Surface Drainage Project No. 0303-001-00 Doc. #6-0276 Page 9 Foundation and slab performance depends greatly on how well the runoff waters drain from the site. This is true both during construction and over the entire life of the structure. The ground surface around structures should be graded so that water flows rapidly away from the structures without ponding. The surface gradient needed to achieve this depends on the prevailing landscape. In general, we recommend that pavement and lawn areas within five feet of buildings slope away at gradients of at least two percent. Densely vegetated areas should have minimum gradients of at least five percent away from buildings in the first five feet. Densely vegetated areas are considered those in which the planting type and spacing is such that the flow of water is impeded. Planters should be built so that water from them will not seep into the foundation, slab, or pavement areas. Roof drainage should be channeled by pipe to storm drains, or discharge at least 5 feet from building lines. Site irrigation should be limited to the minimum necessary to sustain landscaping plants. Should excessive irrigation, surface water intrusion, water line breaks, or unusually high rainfall occur, saturated zones or "perched" groundwater may develop in the underlying. soils. 6.6 Foundation Recommendations Because of the potential for differential movements due to the moderately expansive nature of the on-site soil, we recommend that the planned structures be constructed on a deepened and reinforced footing and slab system. However, shallow foundations will be susceptible to differential settlement as discussed below. If such settlement is deemed unacceptable, then other alternatives are available, such as the use of deep foundations. The design of shallow foundations should be conducted by the project structural engineer, using the following soil parameters. Geotechnics Incoiporated I I I I I I I I I I I I I I I I I I I Oonald Grover AIA Project No. 0303-001-00 May 21, 1996 Doc. #6-0276 Page 10 6.6.1 Shallow Foundations Allowable Soil Bearing: 2,000 lbs/ft2 (allow a one-third increase for short- term wind or seismic loads) Minimum Footing Width: 12 inches Minimum Footing Depth: Minimum Reinforcement: 24 inches below lowest adjacent soil grade Two no. 4 bars at both top and bottom in continuous footings. Lateral loads against structures may be resisted by friction between the bottoms of footings or slabs and the supporting soil. A coefficient of friction of 0.2 is recommended. In addition, a passive pressure of 250 lbs/ft3 is recommended for the portion· of vertical foundation members embedded into compacted fill. 6.6.2 Settlement: It has our experience that compacted fills will experience hydrocompression settlement due to infiltration of rain or irrigation water into the fill. This, and the expected foundation loads, may result in a differential settlement of approximately 1 inch across the length of the proposed structure. If this differential settlement is tolerable for the proposed structure, then conventional shallow foundations may be used. However, if the risk associated with moderate settlement is deemed unacceptable, then other'options should be employed such as the use of deep foundations. This condition should be reviewed by the project structural engineer. If this is found to be unacceptable, please contact Geotechnics Incorporated for additional recommendations. 6. 7 On-Grade Slabs Building slabs should be supported by compacted fill prepared as ret;ommended under Section 6.2. Slabs should be designed for the anticipated loading. If an elastic design is used, a modulus of subgrade reaction of 150 kips/ft3 should be suitable. As a minimum, slabs should be at least 6 inches in thickness and be reinforced with at least #3 bars on 18 inch centers, each way. Geoteclmics JncoipOrated I I I I I I I I I I I I I I I I I I I Donald Grover AIA May 21, 1996 Project No. 0303-001-00 Doc. #6-0276 Page 11 6.7.1 Moisture Protection for Slabs: Concrete slabs constructed on soil ultimately cause the moisture content to rise in the underlying soil. This results from continued capillary rise and the termination of normal evapotranspiration. Because normal concrete is permeable, the moisture will eventually penetrate the slab unless some protection is provided. To decrease the likelihood of problems related to damp slabs, suitable moisture protection measures should be used where moisture sensitive floor coverings or other factors warrant. A commonly used moisture protection consists of about four inches of clean sand covered by 'visqueen' plastic sheeting. In addition, two inches of sand: are placed over the plastic to decrease concrete curing problems associated with placing concrete directly on an impermeable membrane. However, it has been our experience that such systems will transmit from approximately 6 to 12 pounds of moisture per 1000 square feet per day. This may be excessive for some applications. If more protection is needed, we recommend that the slab be underlain by at least 6-inches of minus 3/4-inch crushed rock, with no plastic membrane. In addition, it is recommended that a low water-cement ratio (0.5 maximum) be used for concrete, and that the slab be moist-cured for at least five days in accordance with methods recommended by the American Concrete Institute. On-site quality control should be used to confirm the design conditions. 6.7.2 Exterior Slabs If exterior improvements such as slabs and sidewalks are constructed on the moderately expansive site soils, some movement and cracking should be expected. Reinforcement and control joints will reduce the cracking and movemer:,t potential. As a minimal recommendation, slabs should be at least 5 inches thick and should be reinforced with at least #3 rebars on 24 inch centers, each way (or alternatively 6" x 6"-W2.9 x W2.9 WWF). Crack control joints should be placed on at least 10 foot centers, each way. Differential movement between buildings and exterior slabs, or between sidewalks and curbs may be decreased by dowelling the slab into the foundation or curb. Geotechnics Incorporated I I I I I I I I I I I I I I I I I I I Donald Grover AJA May 21, 1996 6.8 Expansive Soils Project No. 0303-001-00 Doc. #6-0276 Page 12 The soils observed during our investigation consisted primarily of low plasticity clayey sands (SC) with gravel. Laboratory testing of representative samples indicates that the site soils have a low to moderate expansion potential, based on Uniform Building Code criteria. Figure C-3 in the appendix summarizes the expansion test results. 6. 9 Reactive Soils Because of the likelihood that the sulfate content of the on-site soil or groundwater is sufficient to react adversely with normal cement, we recommend that Type II cement be used in all concrete which will be in contact with soil. 6.10 Earth Retaining Structures Backfilling retaining wall with highly expansive soil can increase lateral pressures well beyond normal active or at-rest pressures. We recommend that retaining walls be backfilled with soil having and expansive index of 20 or less. The backfill area should include the zone defined by a 1 :1 sloping plane, back from the base of the wall. Cantilever retaining walls should be designed for an active earth pressure approximated by an equivalent fluid pressure of 35 lbs/ft3. The active pressure should be used for walls free to yield at the top at least 0.2 percent of the wall height. For walls restrained so that such movement is not permitted, an equivalent fluid pressure of 55 lbs/ft3 should be used, based on at-rest soil conditions with level backfill. The above pressures do not consider any surcharge loads or hydrostatic pressures. If these are applicable, they will increase the lateral pressures on the wall and we should be contacted for additional recommendations. Walls should contain an adequate subdrain to eliminate any hydrostatic forces. Typical wall drain detains are given in Figure 3. Retaining wall backfill should be compacted to at least 90 percent relative compaction, based on ASTM 01557. Backfill should not be placed until walls have achieved adequate structural strength. Heavy compaction equipment which could cause distress to walls should not be used. Geotechnics IncolJ)Orated I I I I I I I I I I I I I I I I I I I a PANEL DRAIN: MIRADRAIN 6000, MIRADRAIN 6200, TENSAR DC1100, JDRAIN 100, OR APPROVED SIMILAR. CONSTRUCTION SLOPE MINUS 3/4-INCH CRUSHED ROCK ENVELOPED IN FILTER FABRIC (MIFAFI 140N, SUPAC 4NP, OR APPROVED SIMILAR) 1 CUBIC FOOT PER LINEAR FOOT 4-INCH DIAM. ADS OR PVC PERFORATED PIPE NOTES DAMP-PROOFING OR WATER-PROOFING AS REQUIRED COMPACTED BACKFILL I> ,,'-'-"---'-"-__._,'--~~ / / //11 / 1 / / /\ • TO AVOID UNDERMINING FOOTING, ~ DRAIN EXCAVATION SHOULD NOT ,. __ EXTEND BELOW THIS PLANE 1) Subdrain perforated pipe should have a fall of at least 1.5%. Perforated pipe should outlet to a solid pipe carrying the drainage to a free gravity outfall. Slope of outlet pipe should be at least 1 %. 2) Panel drain should be glued or nailed to the wall and spliced in accordance with the manufacturers recommendations. Fabric side of panel should face the backfill soil. 3) Drain installation should be observed by the geotechnical consultant prior to backfilling. Geotechnics Incorporated RETAINING WALL DRAIN HIJK Building, Lot 104 Donald Grover, AIA PROJECT NO. 0303-001-00 DOCUMENT NO. 6-0276 FIGURE3 I I I I I I I I I I I I I I I I I I I Donald Grover AIA May 21, 1996 6.11 Pavements Project No. 0303-001-00 Doc. #6-0276 Page 13 Two traffic types are assumed: areas of light traffic and passenger car parking (Traffic Index = 4.5), and access drjves and truck routes (Traffic Index = 6.0). The project civil engineer should review these values to determine if they are appropriate. Laboratory R- Value tests conducted on a representative sample of the on-site soils indicated that an R- Value of 5 should be used for pavem~nt design. Based on the assumed Traffic Index, and the R~Value determined in the laboratory, the following pavement sections are recommended in accordance with the CAL TRANS design method. DESIGN SECTION TRAFFIC INDEX ASPHALT CONCRETE AGGREGATE BASE 4.5 3 inches 8 inches 6.0 4 inches 12 inches Concentrated truck traffic areas, such as trash truck aprons, should consist of six inches of Portland cement concrete over native subgrade. Concrete should be reinforced with· ··· at least number 4 bars on 24-inch centers,· each way. The upper 12 inches of the pavement subgrade should be scarified, brought to about optimum moisture content, arid comp9cted to at least 95% of maximum dry density as I determined by ASTM D1557. Aggregate base should conform to Standa(d Specifications for Public Works Construction, crushed aggregate base, crushed miscellaneous base, or processed miscellaneous base. 7.0 LIMITATIONS OF INVESTIGATION This investigation was performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable geotechnical consultants practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional opinions included in this report. The samples taken and used for testing and the observations made are believed representative of the project site; however, soil and geologic conditions can vary significantly between borings. As in most projects, conditions revealed by excavation may be at Geotechnics Inco.rpomted I I I I I I I I I I I I I I I I I I I Donald Grover AIA May 21, 1996 Project No. 0303-001-00 Doc. #6-0276 Page 14 variance with preliminary findings. If this occurs, the changed conditions must be evaluated by the geotechnical consultant and additional recommendations made, if warranted. This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the necessary design consultants for the project and incorporated into the plans, and the necessary steps are taken to see that the contractors carry out such recommenda- tions in the field. The findings of this report are valid as of the present date. However, changes in the condition of a property can occur with the passage of time, whether due to natural processes or the work of man on this or adjacent properties. In addition, changes in applicable or appropriate standards of practice may occur from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. *** GEOTECHNICS INCORPORATED Anthony F. Belfast, P. E. 40333 Principal Engineer Geotechnics Incorporated Kenneth W. Shaw, C.E.G.1251 Project Geologist I I I I I I I I ·1 I I I I I I I I I I APPENDIX A REFERENCES American Society for Testing and Materials (1992). Annual Book of ASTM Standards, Section 4, Construction, Volume 04.08 Soil and Rock; Dimension Stone; Geosynthetics, ASTM, Philadelphia, PA, 1296 p. Anderson, J. G., Rockwell, T. K., Agnew, D. C. (1989). Past and Possible Future Earthquakes · of Significance to the San Diego Region, Earthquake Spectra, Vol. 5, No. 2. pp 299-335. Bowles, J.E. (1982). Foundation Analysis and Design, 3rd ed.: New York, McGraw Hill, 816 p. California Division of Mines and Geology (1975). Recommended Guidelines for Determining the Maximum Credible and the Maximum Probable Earthquakes, California Division of Mines and Geology Notes, Number 43. California Division of Mines and Geology (1982). Recent Slope Failures, Ancient Landslides, and Related Geology of the North-Central Coastal Area, San Diego County, California, California Division of Mines and Geology, Open File Report 82-12 LA. International Conference of Building Officials (1991 ). Uniform Building Code (with California Amendments) Title 23. Geotechnics Incorporated (1994). As-Graded Geotechnical Report, Unit 5, Carlsbad Research Center, Carlsbad, California, Project No. 0017-001-01, April 29, 1994. Geotechnics Incorporated (1996). Proposal For Geotechnical SeNices, Geotechnical Investigation for Commercial Construction, Carlsbad Research Center, Lot 104, Carlsbad, California, Proposal No. 6-038, February 16, 1996. Jennings, C. W. (1975). Fault Map of California, California Division of Mines and Geology, California, Geologic Data Map Series. Kennedy, M. P., and Peterson, G. L. (1975). Geology of San Diego Metropolitan Area, California: California Division of Mines and Geology Bulletin 200, 56 p. San Diego Geotechnical Consultants, Inc. (1984). As Graded Geotechnical Report, Carlsbad Research Center, Phase II and Ill, Carlsbad Tract No. 81-10, Carlsbad California, Job No. SD1162-10, September 10, 1984. San Diego Geotechnical Consultants, Inc. (1988). Preliminary Geotechnical Investigation, Carlsbad Research. Center, Phase V, Carlsbad California, Job No. 05-2863-035-00-00, February 22, 1988. · Trieman, J. A. (1984). The Rose Canyon Fault Zone --A Review and Analysis, California Division of Mines and Geology unpublished report, 106 p. Wesnousky, S. G. (1986). Earthquakes, Quaternary Faults, and Seismic Hazard in California: Journal of Geophysical Research, v. 91, no. 812, p. 12587-12631. Geotechnics Incorporated I I I I I ·I I I I I I I I I I I I I I APPENDIX B FIELD EXPLORATION Field exploration consisted of a visual reconnaissance of the site, and the drilling of three exploratory borings with a truck-mounted, hollow stem, continuous flight drill rig on April 23, 1995. The borings were 8 i~ches in diameter, and were drilled to a maximum depth of 21 feet. The approximate locations of the borings are shown on Figure 2. Logs describing the subsurface conditions encountered are presented on the following Figures B-1 through B-3. Disturbed samples were collected using a Standard Penetration Test sampler (2-inch outside diameter). Standard Penetrometer samples were sealed in plastic bags, labeled, and returned to the laboratory for testing. The drive weight for these samples was a 140-pound, down-hole hammer with a free fall of 30 inches. For each sample, we recorded the number of blows needed to drive the sampler 6, 12, and 18 inches. The number of blows needed to drive the final 12 inches is shown on the attached logs under "blows per ft." Bulk samples are indicated on the boring logs with shading, whereas Standard Pen samples are indicated with vertical lines. Boring locations were established in the field by pacing and by estimation using the plans provided. The locations shown should not be considered more accurate than is implied by the method of measurement used. The lines designating the interface between soil units on the test pit logs are determined by interpolation and are therefore approximations. The transition between the materials may be abrupt or gradual. Further, soil conditions at locations between the borings may be substantially different from those at the specific locations explored. It should be recognized that the passage of time can result in changes in the soil conditions reported in our logs. Geotechnic~ Incorporated I I I I I I I I I I I I I I I I I I I LOG OF EXPLORATION BORING NO. 1 Logged by MAF Date: 4/23/96 Method of Drilling: 8 INCH HOLLOW STEM FLIGHT AUGER Elevation: 161 i=' ..,: w w ii:' "#, u. ...I ...I u w 0:: 0.. 0.. w :iii :iii e:. w w 0:: ~ 0.. < < ~ :::) DESCRIPTION LAB TESTS ::i: ~ U) U) I- I-w ~ iii U) 0.. > ...I z 0 w a: :::) w :::E C ...I C Ill C Ill 1flLL: -Clayey sana l->vJ, tme to medium gramea, 10w p1ast1city, olive brown, moist, 1 medium dense to dense. Contains some angular gravel and cobbles, as well as ~l green, white and red claystone fragments. GRADATION 2 R-VALUE 19 3 SULFATE \,, \ ' 4 , ' 5 ··-·· 27 Same. Contains a 4" layer of relatively clean sand (SP-SC). 6 7 8 9 10 19 Same. 11 12 13 14 Large cobble@ 13'. 15 16 TOTAL DEPTH= 15 FEET REFUSAL @ 15 FEET 17 NO GROUNDWATER BACKFILLED 4/23/96 18 I••, 19 20 21 22 23 24 25 26 27 28 29 30 PROJECT NO. 0303-001-00 GEOTECHNICS INCORPORATED FIGURE: B-1 I LOG OF EXPLORATION BORING NO. 2 Logged by MAF Date: 4/23/96 I Method of Drilling: 8 INCH HOLLOW STEM FLIGHT AUGER Elevation: 160 .=-.,.: w w ii:" ~ u. ..J ..J (.) " w 0::: a. a. w w w ::l!i ::l!i e:. 0::: I !:!::. a. < < ~ :::, DESCRIPTION LAB TESTS J: ~ Cl) Cl) I- I-w ~ en Cl) a. > ..J z 0 w 0 ii:: :::, w ::l!i C ..J C Ill 0 Ill I ayey san , me o me ,um grame , ow pas 1c1 y, o 1ve rown, mo1s , medium dense to dense. Contains some angular gravel and cobbles, as well as green, white and red claystone fragments. GRADATION 2 HYDROMETER I 31 ATTERBERG 3 EXPANSION pH & RESISTIVITY 4 I 5 27 Same. 6 I 7 8 I 9 10 21 Same. I 11 12 I 13 14 I 15 24 Same. Contains considerable angular cobble size rock fragments. 16 I 17 18 ... , 19 I 20 25 Same. 21 I 22 TOTAL DEPTH= 21 FEET NO GROUNDWATER 23 BACKFILLED 4/23/96 I 24 25 I 26 27 I 28 29 I 30 PROJECT NO. 0303-001-00 GEOTECHNICS INCORPORATED FIGURE: B-2 I I I I I I I I I I I I I I I I I I I I LOG OF EXPLORATION BORING NO. 3 Logged by MAF Date: 4/23/96 Method of Drilling: 8 INCH HOLLOW STEM FLIGHT AUGER Elevation: 158 i=' i-: w w U::-?f. u. ..l ..l 0 w a: a. a. w w :5 :5 !=. !!::.. w a: a. < < ~ :::> DESCRIPTION LAB TESTS ::c: ~ en en I- I-w ~ in en c.. > ..l z 0 w 0 ~ :::> w :5 0 ..l 0 m 0 m IFILL: Clayey sana (~LlJ, tine to medium grained, 10w plasticity, olive brown, moist, 1 medium dense to dense. Contains some angular gravel and cobbles, as well as 1--green, white and red claystone fragments. GRADATION 2 EXPANSION 33 -pH & RESISTIVITY H ', '.,, 3 --- ,< ,. 4 ;____ 5 26 I Same. 6 7 8 9 10 21 Same. 11 12 13 14 15 38 Same. 16 17 TOTAL DEPTH= 16½ FEET 18 NO GROUNDWATER BACKFILLED 4/23/96 19 20 21 22 23 24 25 ··-- 26 27 28 29 30 PROJECT NO. 0303-001-00 GEOTECHNICS INCORPORATED FIGURE: B-3 I I I I I I I I I I I I I I I I I I I APPENDIX C LABORATORY TESTING Selected representative samples of soils encountered were tested using test methods of the I••, American Society for Testing and Materials, or other generally accepted standards. A brief description of the tests performed follows: Classification: Soils were classified visually according to the Unified Soil Classification System. Visual classification was supplemented by laboratory testing of selected samples and clas- sification in accordance with ASTM D2487. The soil classifications are shown on the Boring Logs. Particle Size Analysis: Particle size analyses were performed in accordance with ASTM D422. The grain size distribution was used to determine presumptive strength parameters used to develop foundation design_ criteria. The results are given in Figures C-1 through C-3. Atterberg Limits: ASTM D4318-84 was used to determine the liquid limit, plastic limit, and plasticity index of a sele.cted fine-grained sample. The results are summarized in Figures C-2. Expansion Index: The expansion potential of selected soils was characterized by using the test method ASTM D 4829. Figure C-4 provides the results of the tests. Sulfate Content To assess their potential for reactivity with concrete, a representative sample was tested for content of water-soluble sulfate minerals using CAL TRANS method 417 (Part I). The results are listed in Figure C-4. pH and Resistivity: To assess their potential for reactivity with metal pipe, a representative sample was tested for pH and resistivity, using CAL TRANS method 643. The results are given in Figure C-4. R-Value: An R-Value test was performed on representative pavement area materials in ~ccordance with ASTM D 2844-89. The results are given in the text. Geotechnics Incorporated ------------------- 100 90 80 ...., 70 .c: OJ ~ 60 >-.c ai 50 C: u: ~40 Q) 1: Q) c. 30 20 10 0 100 1-1/2" 3/4" -3/8" #4 -... ~ - 10 COARSE 1 FINE GRAVEL SAMPLE #8 # 6 U.S. Standard Sieve Sizes 1 0 1 #30 #50 # 0 #200 - 1121,,,," . . ', "i\ '\ I'\. lr\. '\ \ '\. ~ "' I'm 1G . s· . M"II" 0.1 ram 1ze m 1 ,meters COARSE I MEDIUM I FINE SAND UNIFIED SOIL CLASSIFICATION: SC EXPLORATION NUMBER: B1 SAMPLE LOCATION: 1' -4' DESCRIPTION: . CLAYEY SAND Geotechnics SOIL CLASSIFICATION I:q.corporated HIJK Building, Lot 104 Donald G_rover, AIA Hydrometer . 0.01 0.001 SILT AND CLAY ATTERBERG LIMITS LIQUID LIMIT: PLASTIC LIMIT: PLASTICITY INDEX: Project No. 0303-001-00 Document No. 6-0276 FIGURE C-1 --·----------------- 100 90 80 -70 .c: Cl ·a; 3:60 >-.c t50 C u:: t:40 C1) f: C1) a.30 20 10 0 100 1-1/2" 3/4" 3/8" #4 = --,_ - 10 COARSE I FINE GRAVEL SAMPLE #8 #16 U.S. S~dard Sie"l55izes #100 #200 ---m-.. "",~ '1 ~ I". "-"'-. '\ "' ~ '\.,_ 'm 'r--... " 1G . s· . M'II' 0.1 ram tze m 1 ,meters COARSE I MEDIUM I FINE SAND UNIFIED SOIL CLASSIFICATION: SC EXPLORATION NUMBER: B3 SAMPLE LOCATION: 1'-4' DESCRIPTION: CLAYEY SAND Geotechnics SOIL CLASSIFICATION Inc,orporated HIJK Building, Lot 104 Donald Grover, AIA Hydrometer " I'm ---m,I ·iii- 0.01 SILT AND CLAY ---r-----~ ATTERBERG LIMITS LIQUID LIMIT: 36 PLASTIC LIMIT: 17 PLASTICITY INDEX: 19 0.001 Project No. 0303-001-00 Document No. 6-0276 FIGURE C-2 ------------------- 100 90 80 .,... 70 .c: Cl ·cu :J: 60 >, .Q lii 50 C: ii: c:40 Cl) f: Cl) a. 30 20 10 0 100 -1-1/2" 3/4" 3/8" #4 ------~--- 10 COARSE I FINE GRAVEL SAMPLE #8 #1 U.S. Standard Sieve Sizes 6 #30 #50 #100 #200 ---------t--..._r-... 11'_ " I'\ l,l \ \ I\ 'm "' '\ i\.., 1G . s· . M"II" o., ram 1ze m 1 ,meters COARSE I MEDIUM I FINE SAND UNIFIED SOIL CLASSIFICATION: SC EXPLORATION NUMBER: B3 SAMPLE LOCATION: 1' -4' DESCRIPTION: CLAYEY SAND Geotechnics SOIL CLASSIFICATION Incorporated HIJK Building, Lot 104 Donald Grover, AIA Hydrometer 0.01 0.001 SILT AND CLAY ATTERBERG LIMITS LIQUID LIMIT: PLASTIC LIMIT: PLASTICITY INDEX: Project No. 0303-001-00 Document No. 6-0276 FIGURE C-3 I I I I I I I I I I I I I I I I I I I I pH & RESISTIVITY TEST RESULTS (ASTM D 2844) SAMPLE I pH I RESISTIVITY [OHM-CM] 82&3 @ 2' -3½' I 7.3 I 870 SULFATE TEST RESULTS (CAL TRANS 417) I SAMPLE I SULFATE CONTENT I 81 @ 2' -3½' < 800 P.P.M. EXPANSION TEST RESULTS (ASTM D 4829) SAMPLE I EXPANSION INDEX I Bi@ 1' -4' 46 83@ 1' -4' 66 I UBC TABLE NO. 29-C, CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX POTENTIAL EXPANSION 0-20 21-50 51-90 91-130 Above 130 Geotechnics Incorporated Very low Low Medium High Verv hioh Laboratory Test Results HIJK Building, Lot 104 Donald Grover, AIA Project No. 0303-001-db-- Document No. 6-0276 Figure C-4 HIJJ'. I h=-f=,• -::-1 ZJ. 9·r.. I."'-__ , --• -,.---\£) I 1545 FAJ2.APA"f- CAf2.L'S 61).D1 CA. , ___ ----------------:Building Permit\No Lighting De·:-i g net-: -------------------', ,-:,-, J1..:. l:· ,=-•~ h \.' / I'•.:. -t-,-:::, • ~ I -_,. I • -...I '-' l ---• -- Dc,c u.JT:ent.:?..t i c!ri: :BOMPLY 24 User 1712 --------------------------------------------------------------------------- GENEF:P1L I t·,JF!JFJ·1AT I Dt--~ D:=1te cf Pl :i.n·=: Phase of Construction: M~thod of Lighting Complia~c9~ STATEMENT OF COMPLIANCE Building Conditi~ned Floor Ares: _. ... s. :::-I C. 1 i :T:-=~ t .:=. L 1:)t1 !=' ~ 7 Peiformance -CCMPLY 24 v 4.10 Thii Certific3te of Compliance lists'the building features and performance specific3tions needed ta comply with Title 24, Part 6, Chapter 1 3nd Titl~ 20, Chapter 2, Subchapter 4, Article 1· of the California Code of Regula- This certificate applies only to building lighting requirements. Th·=> r't-i r, ,-i ,-, _=, l I ~ I' h,. ; n q l!P·==-i "r• C-..\r h c,-Pb' I ,.. ;:::,t--l· i -i: i o-= 1·· !··1 _=, i· -l· 1-, ;::. r-i r· ,-;r··_-;:..,.::_.-::,d 1·-.1 Ii 1 d ·---I I -... t--• ---::, ---.. ,. ----;:_"1 I .... -I --l •-.... -.I. I .lo -_, -, _, --• -j'° -j --.. ,. •--• .I, ing design represented in this set of constr~ction documents is consistent with ~he other compliance forms and worltsh~ets, ~ith the specifications, end with any other c2lcul2tions sub~itted with this ~~rmit sppliceticn. The_proposed building has been designed to meet the lighting requirements_ i::c!I-it-=.in:·j in ·::.:2c1.:1•=1i·-1s 11(>, 11:"7', 1-.:::c> thr-c,'-.i,:;f-1 13:2 ,::;;_J;1j 1...-~.:J c:r 14·~ .. Please check one: l] .!.. l--.! .. '-l} =··- =- this documsn~ 35 the =- of the Business and Protessions Code to person responsible for its prepar3tion; el ::::'C tt-i c .::.1 eng in ·='·=t-1=!r-.:?.r i_ ! , ~ i_ ,.=,= :_ i= ... -. .J =·.f ! I...! thst ! ~ma civil engineer 1] 1 =-.-f-Fit-rn th-~t I -==·.1T1 eli 12.it:1l~ 1-tnd::it-the t-2>~err1~ .. 1t.i 1=ln tc1 I)i\li:ic!n ::::i c,-f the,;.· ::. ~:,_1,·;:. iii 1? s =· -=-.ri ,j F'r-c·-:= 2 ::.·::. i c·r1=:. c:c,cJe t!·)'=. :3i2C ti c·r1 5537 s= 2 c,f t: h ~ :=-:1..1.·=-i. ne·::.·~-=-.=:.n cj Prof2ssicns Cod2 to sign this dQcum~nt as the person responsible for i t -=~: pr-1=-r-:,-=:1--.=:.ti c!n ; .e.n d t h-i-i. t I .2-.171 -:e.. !. i c -?n ·::::.:ii:3 c c:,n tr--:?~c .. t ·:::1...; 1: r-i:-:·p e.t"-i i--1 i:J ::.: c,c 1...\- men t E ~ f cr wcrk that ! have contractsd to perform. 0 I affirm thst I em eligible under t~e ex~~pticn to Di·~isi~n 3 of the =- c.:::----- / -'-(/ ~~ · __________ Code to sign this do~ument as tl1e pE~~an re~pcnsible fer tts _ p r-e p ::. r :?. t i. ·=· ri ; .=:. n cj -;= c· t-t h e ~= c:i 1 J. ~:i t-J i_r·: i:2, PRI~CIP~L LIGHTING DESIG~ER pl.::iri:~. , ..... .£. •.-· I ( ::· .. ::-. t •:: :r ,. -•• ... , _. .. •-• __ N_,., __ ,_ _._~h .··4 .. -... ·-· .... ·-- LI i, HT 1 I ir-, C:C:·:f-'L J (.-,!,K·E c:~1 !'-~'-;';::; V -r" _1: -• -• "-..'.'"-I ,t ,t-,,,. 1 • , ---------------------;--:---_ _;_ __ -------:----------.;..------------------,t;~----=--------- ti 111,v' ; •n----.7~~/-CI/' F·t-oJect ··-.2ii'T1e: n· .... i"~: , -·-='·'-""• 1 ;~ _ , 10 ··.1. L 1 1:3-2 : CDt·1F·L·i, 24 ·U:-et-t.712 .. -----------------.---_--.. .:• ,I' . ACTUhL LI '~·HT I Nf3 F'l]l)EF: J··J Cj o-F 1-J ='· t t =- N~me 0escription Lu.min ----------------------------. ------------: --- .:+ ·3 ,, -r-12 L c, 1.-J b~1-=-. t t 2 11)8. 1.) MD~ELLED ~!GHTI~G PGWER BY SPACE 'WAREHOUSE SHcLL ·WA12..E}-\OD$G Sf-lE'L:L = * Not9: Tailorsd Al-lotment requires scpporting docurnent3tion on ~orm LTS-4. ::. :.. ~· .. : ,,.·,, .... • •• , ...... ~.' ~ ' 1• .• •• ' -.... ~, ~ •• ·, •. ,.,, ! -• ~.· .. -..... ~ ~ " ::.. ,. '. '•'. Self-Powered EAX Exits-Always on the Alert -... : ... ' CERTIFICATE OF COMPLIANCE CITY OF CARLSBAD Plan Check No. C/J 1 b/] 6 COMMUNITY DEVELOPMENT 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district. and returned to the City of Carlsbad Building Department. · · SCHOOL DISTRICT: _){_ Carlsbad Unified 801 Pine Avenue --San Marcos Unified 1290 West San Marcos Blvd. Carlsbad CA 92009 (434-0661) San Marcos CA 92024 (744-4776) Encinitas Union --San Dieguito Union High School --101 South Rancho Santa Fe Rd. 710 Encinitas Boulevard Encinitas CA 92024 (944-4300) Encinitas CA 92024 (753-6491) Project Applicant: Project Address: RESIDENTIAL: SQ. FT. of living area _____ number of dwelling units ______ _ SQ. FT. of covered area · SQ. FT. of garage area . 16 · 9-i~ (!0 lf 9:1¢ ~7(" G s db 0,,,,,j,o,,, Prepared by -J....J-:t..-,-,,A,~::!a..f.d..C!::::::::::...--..,1.~~~f==..----· _ Date ~f £ FEE CERTIFICATION (To be complet~d by the School District) --Applicant has complied with fee requirement under Government Code 53080 --Project is subject to an existing fee agreement __ Project is exempt from Government Code 53080 --Final Map approval and construction started before September 1, 1986. (other school fees paid) Other ------------------------------ Residential Fee Levied: $ ______ based on _______ sq. ft. ®----1--- Comm/f~us\ Fee Lj~ied: $ J, ·5q7t:,o based on fl 1'1tf.z_. sq. ft.@ 3¥ -----"" L( Y JV • f J. H. Blair / · \~ . ~ IY~..,;tw,'! . Assistant Supt. ; ~!Cf] ~ · ~ Business Services , -- School District Official· .. -1 Titl~ Date l 5Lt5 ,-A1:A DAY ~ L!J, LP lf tt.x.. . .J. K, ~Al I v, 41'7 l/J tJfff,~ <,4J f;Pl:>Jll /MM.Uh' '4t,.. -J',r&t.L,,., or& /3 '13 1 /)b/y{, ~ 10 <;_,S{,/L / ,~ 1 ~ f-7-iu,_, w/ J5o:f'/4j~ >I-~ ~ . U!.,WZ,'\~TDll I I 7/:t1(71 /K&tf tJ~r/JM~ )(£ft ;lf,t?L ~r-f>-1 ,-, "--,n;_m/J ,~-·,J/µ-,,./!}!;,'~c ~ CF /J ~ / ~ I\ Id ~ ~ l,Vdi> ~ ~ I ~ , . ~{eJ~ cu~ ' ft \\\~LED ~ALS ·. cJ/ -:7,,, i rn ~ U /J,11\ ~ · . ~Bulldlng , r/4 1 vV "" ~ . -. 11, =-1Jififf!{-Plannlng : J{)/L;/91, _ U'M 5;:f#-.JJ ~-/J zstn/·/k-y /~r1-pu-u/,t::f flflf ::'"eering/,{~ . ( Coastal : · I b Jl / 1 f:, (Cf'v' · ====Health J 1 /:)I')_) 1 °IL , 1JN-, ELM /(tc,(<v"\ ~_fl . I 1:1.1t1\%-~ 3..-.J-cit::t=tt ~ r~~ Celi -,P-w., tr &Jt1L w/ :11 Se:.1 }J-,p1J))}--/r ~ ~ SN ~~(/)----+--lfAZIIAl'FORM . -~h-rr.+~-WASll:~ I ( { I_; 1/ I A lt/ 17 / 'ft r 8Clt0CILFEEFORM l (1,1,le 4(. f ,i.k.-C}P r)'~ , r.,.-Nf .(<~> •.le ,,,.,,. {~n,tJ., n/,f91, /D/1/1/t, /t. Ji ::..~ I Ne•~ 'lo o..\ ~ ~o)e, l, pl~-.f;,,.. /J, t,, .\-o ~p0,.,9 ---+---BUSLIC. ,... . ---+---WCOMP -~t plc..~ @) (ro---.-\ (_c:l)J..__/~ ====il::=== FIREPLANS ·t . , I z..fa 7 i--,. C . _ _.1.....,-_ ~---PIMI ;, , .. .... , r, ""-CLfr! .· c ... o ~-... ·-,---· ,-..... -__ .. ·-.. . J \JU() --. . -··(r . . . . .. \ ,"--"1 " -·;;..:f ... ...,._ --~-. --,.. ... _, ___ '. --· -, ~\,. I l ~---s..___~ I .. J -........... ,-..J 1_):~-S::-O-~ ~ -~ "'-.j -i ~ c--. --.J I .-.S:') -..._J -Q t (~ "---.l \ .. -) . I ~\ s!t i ·--~) $: ( ~ ~ ( ~ ~-' ~ \. tR ~'l t ,. f ~~ C I ~ r~~~, I ' -~S\ i f, 4 ~~ 1 ~ ---t-~-:-i ("' f-; -( &~ . ~ ~ ' t ,(_,\ 7'...J ~ l :i: z C: ~ t: > ! ~ ·~-r ~ '.~ ~& z 1--.) :::: ;::: Gl . '1 === ' .!" _:,,. °' l ,o UI l -. ~-i ,: UI °' i z 00 ® ~ 1':;: t d~~ \ s ~ ~ ~ \'-1 ~ ;: '-.I ~ G ~f'Q • jl -~~ ~ i f -~ ·, ·i I 1' \ ~ "-' 1 ' . '--~0 1 t:i . I Ir~ 1 r-,,. ,...__ ~ ~ ~ ,, .- 1~ i ~ ~~ l ~ ti: ; ~ S" ~ ~ 1 1 i -Si ' }l ' -.\ 6 I J . -'-..r: l' - ' l qo ;;J_J tt~~ . . _,.. u j /(1.,,; / '.:i 7 _;_ ,_., : j 3 L \.I [ :.~, 11) ,t...i,i.()1.-,:-~..::: ;_:.~~~• F'Af~..L~[>A:l .. l\\1 .C',°':_·;:iit f/t:•r,·: :·;_,A:: CH.:c·;,~ R8ilISJ(1.\J ~'..:"~l-C ,; } i\:1-.: :_ l t~-1 :; 1)-2 (:_ () i_t 0 [-,.,,;_:; C .c i~:, :: l ,:,n: ::~:::vI s I 1)[\:S TO ORIG 961.:: 6 3 HI,J;-~ fi[,I)(; l\.f>[)l i 3-,j: u 2/ 2 7 / ~) 7 .t\pr/Is:::1.J.;;,·: o:.'Ol/·=17 2 n t i: red 3 y : 2-l''IP. C~10VER, D(·:.JALil 135 LIVERPOOL DR,STE C CARD:PF CA 92007 -----------------------------~------.--------·~~-------------------------1\-:.!J1..tz ~.:.rne11 f: s: :,:·r .. .n::,.::l f 1::-e:::: lU'.).OlJ· ,, ,, . : ,· ' ,' ' ',,, /c::/t,;-i.1 \:-.c>;:;'•ht·s: .i;·: . , ::-5· :(,·',1f,-i,1:,0,';,,;.;:: \ • (I:_! :·,:1.:;;i!~~,>t,;, ,Qf...tJ;t; \ : 119. uu /:-:(;' ,1escr:q?::.}.,,:.,n ,. ( l)t_,.::-:::!i •, \fe,:>/1 .. ,r.:.rt £:-:t fr:,:• ::i::·:.:, ______________________ , -' --·-~· -------f 7·-: ·, --~,;_· ____ . '.-":"~-'""--·-\ ---------------- I-·lan Ch,?c:: fh,·vis:,)n F3,;, ., • 'l't:•.:1,01J lC?-.nu -,• ,,->' f. ('' ','' \ ' -, ;. "\ ' , / '\ FINAL APPROVAL INC? .. ~ ........ ~-... ~ ........... DATE __ _ ClcARANCE ____ -==== CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 03fo4/97 11: 01 Page 1 of 1 BUILDING Job Address: 1545 FARADAY AV Permit Type: PLAN CHECK REVISION Parcel No: 212-130-29-00 Valuation: O PERMIT Suite: PCR No: PCR97004 Project No: A9601954 Development No: Lot#: 104 30,W 0.3/N/97 0001. Ol ConstructionC~ype: Occupancy Group: Reference#: Status: PENDING 02/27/97 Description: REVISIONS TO ORIG 961363 HIJK : BLDG Appl/Ownr: GROVER, DONALD. 135 LIVERPOOL DR,STE C *** CARDIFF CA 92007 Fees Required *** *** Applied: Apr/Issue: Entered By: 619-436-4951 Fees Collected & Credits RMA *** --------------------------------------------Fees: Adjustments: Total Fees: 109.00 .00 109.00 Fee description Plan Check Revision Fee Sftl,€ - > Total Cred·i ts: Total Payments: Balance Due: Units Fee/Unit 109.00 .oo ~ ht:~a 109.00 Co~ ot t»Qancl- cW t q)l ven fD m-e 3/<t/ q1 b(j fucnet-fe / ,,. EsGil Corporation Professiona[ PCan. ~view 'Engineers DATE: March 3, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-1363 (REV) PROJECT ADDRESS: 1545 Faraday Avenue PROJECT NAME: Building HIJK (REV) SET:I D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list . and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person ~ REMARKS: Transfer the "Special Inspection" table from the origi~al · plans to the new plans. See sheet 5-2. Sheet 5-8 does not show any changes. Please clarify why it is included. If it is not needed use the original sheet. By: Sergio Azuela Esgil Corporation D GA D CM D EJ D PC Enclosures: 03/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 .. ,. ·Carlsbad 96-1363 (REV) March 3, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Sergio Azuela BUILDING ADDRESS: 1545 Faraday Avenue BUILDING OCCUPANCY: B & S-1 BUILDING PORTION BUILDING AREA (ft. 2) Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 96-1363 (REV) DATE: March 3, 1997 BLDG. HIKJ (REV) TYPE OF CONSTRUCTION: VN VALUATION VALUE MULTIPLIER ($) ~ 199! USC Building Permit Fee D Bldg. Permit Fee by ordinance: $ ~ 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ Type of Review: D Complete Review IZ] Structural Only 1Z! Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 87.15 Comments: One hour@$ 87.15/Hour = $ 87.15 Sheet 1 of 1 macvalue.doc 5196 .. ·' ® .{ ···"' / / ,· =E :c --f m --f I C 0 z .... -f (J) r ~ --f ·- fyyj;~A,j iv~.·~· aff1 ffa-dc . _ EsGil Corporation (( U1 s / C/4,.__ /f7 b p~ona[pfm, p_,v;,w 'Engineers DATE: December 20, 1996 f ~ JURISDICTION: Carlsbad PLAN CHECK NO.: 96-1363 PROJECT ADDRESS: 1545 Farad~y Avenue PROJECT NAME: Building HIJK SET: III 0 APPLICANT cg_~!S> 0 FIRE N REVIEWER 0 FILE D The pl_ans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's u1<uuuu codes. · C8:] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and ·should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The· plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: C8:] Esgil Corporation staff did not_ advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:. Date contacted: (by: } Telephone #: C8:] REMARKS: Submit special inspection program to the building official for approval and specify on front sheet that building will not be occupied to exempt toilet facilities from handicap accessibility. By: Tony Embuido Esgil Corporation 0GA DCM OEJ OPC Enclosures: 12/16/96 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, C~ifornia 92123 + (619) 560-1468 + Fax (619) 560-1576