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Home My WebLink About2215 FARADAY AVE; BLDG B; 85-467 B; PermitU) z 0 ~ a: ct ...I () w C a: I[ 0 () a: w C ... 5 ID ii w z ~ s· z 0 ~ z w Q,.' :E 0 () en a: LU "' a: 0 ~ ~-I hereby affirm that I .am licensed under ~lslons of Chapter 9 (commencing with Section 7000) of Division ~ of the Business and Professions Code, and my license is in lull '°!;;' ~di '!l!:l:'4/ /3-{ ~1c No ~ Class ..., I hereby aflirm that I am exempt from lhe Contrac-tor's License Law for the following reason (Sec 7031.5 Business and Professions Code. Any city or county which re-quires a permit to construct, alter, improve, demolish. or repair any structure, prior to ,ts issuance also requires the ap-plicant for such permit to hie 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 Is ex-empl lherefrom and the basis for the allegea exemption. Any violation of Section 7031.5 by an applicant for a permit sub- jects the applicant to a civil penalty of not more than five hun- dred dollars ($500). D I, as owner of the property, or my employees with wages as their sole compensation, will do the work. and the struc-ture Is not intended or offered for sale (Sec. 7044. Business and Profess1ons 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 Ml intend-ed or offered.for sale. If, however, the building or improve- ment is sold within one year of completion, the owner~bu1lder will have the burden of proving that he did nol build or im-prove for the purpose of sale). D I, as owner of the property, am excluS1vely contracting with licensed conlractors 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 im- .proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). D ·Asa homeowner I am improving my home, and the follow-ing conditions exist: 1 The work Is being performed prior to sale. 2. I have lived in my home for twelve months prior to completion of this work 3. I have not claimed this exemption during the last three years. D I am exempt under Sec. _______ , B & P C. for this reason ____________ _ V I hereby affirm-that I have a certificat:.f consent-to ~nsure or a certificate of Workers· Co ensatlon In- surance. or a_certified copy thereof (Sec. 38 . labor Code) POLICY NO. COMPANY J2(..copy is filed with the city " 0 Certified copy 1s hereby furnishe CERTIFICATE OF EXEMPTIOI'{ FROM WORKERS' COMPENSATION IN~URANCE (This section need not be completed if the permit 1s for one hundred dollars ($100) or less) D I certify that m the performance of the work for which this permitiS:lssued, 1 shall not employ any person in any manner so as to become subject to the Workers' Campen· satlon Laws of California. NOTICE TO APPLICANT: If, after making this Certificate of Exemption, you should become subject to the Workers· Compensation provisions of the Labor Code, you must forthwHh comply with such provisions or this permit shall be deemed revoked ![ D I hereby affirm that there 1s a construction lending agency for,the performance of the work for.which this per~ mit is issued (Sec. 3097, Civil Code) Lender's Name ____________ _ Lender's Address ____________ _ I I i f f ( I l ( f I ' i 1 f I l I .~ ------.----·--·--· -. -----····-------,, --- . CARLSBAD BUILDING DEPARTMENT 1.1 /r 1 Carlsbad, California 92008-1989 (619) 438-5525 APPLICATIO~ PERMIT j;:;:~_J~-; ~; 4-h~;;T.RD. NEAR~:s;;·n:'~e:--rDAT::F,~?UIDNI BUSl?!LICENSE # ~¥,;;;;_ 14 PERMIT NUMBER--~ i LOT BL,OCK' 1 SUBDI VISl·ON -l ASSES¥R PARCEL NO. CONTRACTOR , CONTRACTORS PHONE# ZONE-/ ~· <; #7 , . / . // ,,_ I J /' --,,,,_ I r"_, ,,,;;-._ 2.-e;;,.. 2.. ... J'1n ~ • OWNER'S NAME · · . · • I OWNER'S PHONE ,~,_,,,_ ~,v;..\\ J ....._,,, f / ~Lf l)~ w~tf.C.,'T1{j '1-?2. ~ CONTRACTOR'S ADDRESS ' -• LICENSE NO._ PLAN 1.D. # BUILDING-SQ. FOO~E OWNER"S MAILING ADDRESS~ t\t.cro ~G\a\\ \ "'733 o I.If/\/ t-/;tf/2.z;pt_ ~ 2-z_/7{, r../ I (p I I~ 1 J '3 0 e/Vt-1...va ~ DESIGNER DESIGNER'S PHONE DESCRIPTION OF WORK /'L C;o/Jw&lA.._ IJ;tAvt-,,J'Jµ..t,l ""283-7"2..t 7 ~ • DESIGNER'S AODRESS~.'i) \ ~9()Cl\,%0 ~ICENSE NO. ,r../-r-v-_ f< _ -r-;, .,.... .. u ~ .;\ u..-=-, , _ . '31t..o C¥."."!.t~o /Ju:..-#-/fl _ __,_J_ __ !!,,,,-.-.J_ -~~--F/P FLR• ELEV. NO t-51GP EDU , l STOflES r' r' ~-o I .. \ ~Lar--,,,,. i'\ vO NO ' I~ IJ/W I CENSUST·RACT I GP'\\NDUSE PARKINGSPACE RES UNITS I GRADINGPERMITISSUED 1:~~~VELOPMENT T~~E OCCLOAD FIRESPR 4708/666B!5f ;-i .-~ 3 ·--' (\ONHI _ _ -----·-·-r~aGB111 y O N O v O N"l{ V N '¥ ND Not Valid Unless Machine Certified · -,- QTY. PLUMBING PE~T-ISSUi: 1 .-,~ QTY. MECHANICAL PERMIT-ISSUE 3-SUMMARY/ACCOUNT NUMBER .,J ·/...-.--· "" .. 6 -I //_,,,, EACH FIXTURE TRAP I((); ,~ •• J /.J F {J.n -INSTALL FURN. DUCTS UP TO 1.00,000 BTU BUILDING PERMIT 001-810-00-00-8220 / /A";:)/&, - / EACH BUILDING SEWER '/,.__fl'. OVER 100,000 BTU SIGN PERMIT 001-810-00-00-8221 ' -r-' EACH WATER HEATER AND/DR VENT BOILER/COMPRESSOR UP TO 3 HP / PLAN CHECK 001-810-00-00-8806 /'1~-,'3 -- -EACH GAS SYSTEM 1 TO 4 D UTLETS 801 LER/COMPRESSO R 3-15 HP· ./" TOTAL PLUMBING 001-810-00-00-8222 "r. 7· - EACH GAS SYSTEM 5 OR MORE METAL FIREPLACE __,,/' ELECTRICAL 001-810-00-00-8223 ... r.r>-r - EACH INSTA~ .. ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT_/ MECHANICAL 001-810-00-00-8224 _::.,. EACH VACUUM BREAKER MECH EXHAUST -!J.0'(JO/OUCTS ~LEHOME .OQ1-810-00-00-8225 WATER SOFTNER RELOCATIO~EA FURNACE/HEATER M~HOME PARK INSR f;! '1 EACH ROOF DRAIN (INSIDE) ._ f --_. s~! ciif' ~001-810-00-00-8226 I _.--_,. TOTl<L MECHANICAL iS!'IWNG M~N f./1 b• 880-519-92-33 ~ ,/~ : TOTAL PLUMBING I ...._, VJ . .,,,,--t.1iE sPR11~liEERs-"1 f:tf 001-810-00-00-8227 :· QTY. ELECTRICAL PERMIT -ISSUE ,-5"" _:_ QTY. SOLAR -ISSUE t;l'UBU~:!,~CILIT~~t~ 332-310-00-00-8930 b~CJK - I NEW CONST EA AMP/SWT 18 K ~ COLLECTORS !' 'r-1 SCHQOi; FEE (>.QIST~T : 1 PH / P Pij J/J/Y) ..r-on-STORAGE TANKS . ,L J c~-bad i.;1-.t;i I EXIST BLDG EA AMP/SWT/~ , -ROCK STORAGE Encinita~ ~ : 1 PH 3 PH PUMP San Di~ta..Q I REMODEL.'ALTER PER CIRCUIT PLAN CHECK FEE San Marc~ I TEMP PO LE 200 AMPS q• : OVER 200 AMPS LICENSI:_ TAX 001-810-00-00-8162 I TEMP OCCUPANCY (30 DAYS) MFF._J, J"" / 't., 1{'f{ Q 880-519-92-57 4'-lf, l./-:'1 -:- : CREDIT DEPOSIT L Lf-3~ -/ : TOTAL ELECTRICAL I .JoJ~-TOTALSOLAR TOTAL FEES PAYABLE I JJ/--,,./oD,/:. I I I HAVE CAREFULLY EXAMINED THE COMPLETED "'APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every per_mi_t issued bythe Building Oflictat under the pr<:v•~ions of this * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER I CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by hm!tatton and become null 8nd void 11 the bwldmg or work 5' 0" DEEP ANO DEMOLITION OR CONSTRUCTION Of', -• authorized by such permit Is not commenced w1thrn 180 days from lhe date of such · I DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE 1F A PERMIT IS permit, or if the building or work author,zed by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT I ISSUED; TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON-abandoned at anv time after the work Is commenced for a oeriod of 180 davs, I STRUGTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND · • · ,,'R_ APPROVE BY . 17 i . I KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLICANTS SIGN;:TU * 1 g_ OWNER O CONTRACT07--D f/ E ¾· I ' EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID' CITY IN CONSEQUENCE OF THE ~ " ~ BY PHONE D . ' ' I () > ',;,j ,_.- : GRANTING oF THIS PERMIT. ,r ~ . 1 _..-< ..,,,~z,;r~ _ ~ ':, -N. ~ o--i t!'. >, 0. 0. 0. ~p 3 .2 Q) >- fl) fl) Q) () 0 a: (tj <ii 0 fr Q) () C (tj C U::: C C Q) ~ (!}, 0 u Q) 0. fl) C 2 LC 3: \{;,'·' 1 t: -~ . ,l ~£1~~7'·'6"': : .-( .. ~~;::,t .',. ;.~ t:,; {: ,\ ti: .;,. l• ti V t> 11' . ,V t :, . J ~· ,t _, .. _ TY.iW ____ _ ~~ :T: -·:_ t>('.TE:i -~ ,~~~Ecto.~ ;,. ~ . ~ ~ ... r.·T:·: _c._"\__,_..::..__ -,, " .... _)~' , :.-.c,, 2'._-'----'----'--'_c -,:;~ ·._, .. -·e"u··,··L·o···1N .. G .. ·. :·i·~-· ; ,·., .. -.. :\. . .. . . .. " : ' .... · . .,· -··· ' . .. ·. . . , .. ;-,, .:Ls:,_ t~50NpAT18Jf --~. ··::. . .{. ~-.... ·. . : ·: r ;:_: ·-:' f. 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TEMP0RARY . ., -~, •. ·-•, ,, . ,, . -, , , -. . . ·'· __ , .. ,.. . ... ,C ••• • •• : ... ~. ·:_ti.eoo'.t .. :::_ .. r .. :·i--:\<,.:·:_ .. ,_:t· ·::~:(i~:~-~ .. ·-:_ :/ ~---".·:,,·--:· ·--~~ ~---_,,, -··· ._,-., ..... ,. ,_, ... _.\· t:J ··so:r-U>H~cf· '",-·~ ... t1 ,,. . ,--•. x .-'·;. )( .;:;,, ' }~- ,.: _-. ,f,' -'•" ' '~ ' .. 'MECH;ANICAL ',)', '·1 ·< .= .... ; .. h-' :E.J :pl,JQT,:~~ ,F'L.f,:M•~, :; ::':!;;;l R,E:·F;, Pff!ljf\!G·:<: ·. ·: . · · ;:..~t,..,~;,i..~ ,,,:: -... , ~ .... -"~~-~-='--=-~-_.:~: -',-~-~ -·, · · I I , · ·1 · ·11 -' ~ . --:.: -: : ' • ; ( .. :-\:· ' t-, .i r.: --V: t:·· · ";,~,v:i._t·t\, I t-r\tj ~~-\I-:·:_;;:~:· ,_ t. ·.-t\•:".,t"l'.~ i_;; "'-. :H~~t:_:i '.~i'Rp p(\J 9:sv,~TE~s.. L .. < --~~:;/ :.· 4 .:~-_.:_:::: .. ,: -~--" ., ·:: :: \ .:~: ~: :-~--~-;: t , _ L ...... _____ : r, . . __ ·_ -,, . . V.ENTILAlif:IIG:SYSTEMS . J. , .. r . .f. ,..i,. ·: .;.l ' --... ,..,.1a.., ! . <:, .. i.s..~: H_;,.·· ·-:.::.: • ,..,.L. ( ): : "-j·· -, .. · · ' .. ,.',"t ···, · ···1,.-,_,.-. ! :~:-;; · I J.:··:·-2~~·\o .~ , ··~1:2· "I. ,.,,.., "~,-' ,,''~--_,, ·1·y--·::_-..:_. ·•. :,,, ,, '··;.,;r\l.,;i,.>:i"·,.,..<~~~;, • ,_ .. ,,_, ·-_-. -OA-/:,L FOR F/NAL.lilJSPECtJ CJM· .WHEN fliLL ,A-PRROP~[/ff{ :., . i' _; ' , .. : . ,<'.,_.. , ·: : . ',·< ,_' , .' ', ~ ._ :· 'r H . . . /.TEMS.AB.OVE-ffA E BEEN /.1.PPR.O.VED., -, ,. ·-. .· -.-, -:; . l r:. · l · · ., · · · · · .,.,, ~ ...... -~-~:~ \. ·. ~' » • -~~...,.,,-~rt; P_~uM,atNG-.; .. , ·F:.1NAL:. •-_,;-J_. . ~-· ,. -:·~·_,,::,x,~-!'r·\~-~./:~-~-~·, . .:;t_;-~ \·-· ,: ;:.:~;· , :~/.~.·::>,I. :.·:;:'=~ ,.:ris:.,. 5,1, E½~9l"RICA~; MEC.ttAN.IOAt-. _.,~· ·<t:,-:':":\ .. \") aJJi~PiNG -·: · - ~ •-; ,-'-_'.'.: ' SP$Ci~!-' ¢.6& 1;>i"tiON$". '\I.·' ,-1 '' b , .: r T 1 ... ! \ .. .,,.. I· , I .. ' . i:t~:,:. "~-~~--'•. f ... _;~ ~ ~ .. '. ,-v~.1 -,: 1 -.,·~. '-', ~::"tr::-~'/<,.. ~.·._--:::...~~_;: ~.r_~t, 'ti C'__.__ ~-'~ •I _t<f", "( • :-:~l..,_ 'I;-,,, " ·~~--.. ·---~ -----' ' "t"'..,._. "!.l ~-....... ,:.-. '"*~,' -~·' ,, __ 1-,' -~~- .,.: . '·• I. \ ', ,; 1 -i }'-f <,: ~~, :..;~ .... ' ' -\ .__e_o_,__~ _, ~~--4-~~:: :~--·:: -~--~\ ~--.!<-,~--:·~ '' -~ _\·r~~~ I \•~\~~.! 'l· \_.\.~:t !/" -l._ -fj::fi£\~~-)~~-,: ... ;\._ t,.~1 ?" ..... , -~,--'-'- SEE 2185 FARADAY AVE FOR MORE INFO ON 85-467 ;l ) .. ..;; ,; '/~. 1-'f APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD r f •• SE 2715 ENGINEERING DEPARTMENT iv .. ) l ~, .• ' 438-5541 /.:(,,. ,/2 ,.' ' -.. / .-1 ~ ~ ,/ ISSUED BY h• l .. ,,., /.,,....,:-.... FOR APPLICANT TO FILL IN 41-9·--S;ta . / DATE ISSUED BUILDING -~J ;1 I 'i ADDRESS 1~ •/ . , ; j ,• ,, •• ~/ J· (:-VALIDATION ,.-~ ,; ¥ '"""' . OWNER ( ·;,, '.!. t '--,--!·i.\ \ ) Q-·-:--.,,. ,· i", ' \' . \-~, t , j {\ -\ t ,,, '.;,r,~· v. .....,,--\r '\ \. t' 1: \ \ \':r ,, i Vt ;f\ \) L..-~.) r-1. ; MAILING -' .. ADDRESS •-:: :·)· \ \. \ } \ t.-· {'.! r r=--C\~ \\ \ ' , f .'<) -' -·-I LATERAL CHARGE COMPUTATION CONTRACTOR 'tL.\ l -(o. :, \l ,\ \ c..;,} \.\(, l lt \\.\ STANDARD 4" (Max. H. 30', V. 10') pVER 30' H. @ FT. ...,,.,.._~.,,1-.,, \1~.\l·:1A\'\1( J Di\\ ) OVER 10' V. @ FT. CONTRACTOR'S t ') '.)( ADDRESS •'.'.' \:·,\ \ 'I' ,.,, ,-. l ' {. ~\ ·r .. -1 I. ·, \ ' .. \ . STANDARD 6" (Max. H. 30', V. 10') ~ i -OVER 30' H. @ FT. J ... r I EXISTING BUILDING I @ NEW BUILDING /\ .. OVER 10' V, FT. ,LEGAL DESCRIPTION TOTAL CONSTRUCTION COST 1 ioT '-/ I T f'o1<T. 6.oT¥,J.. SERVICE CHARGE (REPAVING ETC.) er e1t-1o#a J/U1(;.. B TOTAL LATERAL CHARGE REMARKS: -LINE COST DATA l·~. In; :".;. . ,,. -· r ,.0. ,' F '/ ·ir. ,· . -. . I. ·:-J . ASSESSMENT DIST. NO. I· : I• ., t..'.;-I . ~ ::--~ .... "' .., .. ~ .-'f ~1-/ ~ .... 1:' . ·; :~~-FRONTAGE COST PER FT. TOTAL •.• t f I.',? -. / '/ ",..J. -, " . ' t;. . ___ ..,.. ____ _......, OTHER .,. ' :J * f:: I ,: 1 I LATERAL LOCATION CONNECTION FEE ~ I I ~. NO. UNITS _r:; L':i I TOTAL to-,,:: I<. .... en en COST PER UNIT ,,·,"'c r '\ IT\ PUMP STATION FEES '-l.l '-.:./ NO. UNITS COST PER UNIT TOTAL I ST. I ,., ·~ ,.. ..... TOTAL CHARGES (LATERAL ETC.) ... ) :..,-,, l _,,.. .. ., ~-. i' LATERAL NO. INSTALLATION DATE WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permltter FINAL BUILDING INSPEC ION PLAN CHECK NUMBER: 85-467-B DATE: 11-6-86 PROJECT NO.: ________ UNIT NUMBER: -,-F-------PHASE NO.: _______ _ TYPE OF UNIT: Com.me:rcial NUMBER OF UNITS: CONTACTPERSON~·--~S~c~o~t~·t~i~e _________________________ _ CONTACT TELEPHONE: filll:¥.:..rmx.-.l{XX 931-9303 AA 1:111 de t ~Ny~PECTE~~4a. DATE ¥~ APPROVED y INSPECTED: DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS:---------------------------------- • Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY:'Utilitles PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION RECEIVED NOV i O 1988 PLAN CHECK NUMBER: DATE: ADDRESS: ______ ,;~_~;_1_5_.1._'l',.__,;:_.-~_.,d_,.1-")-_' --"--'--------------------- PROJECT NO.: ________ UNIT NUMBER: _______ PHASE NO.: ______ _ TYPE OF UNIT: Co :..:,1,11:'.'C:t11 NUMBER OF UNITS: CONTACT PERSON: ___ f_,e_o_t_t~i·_: ________________________ _ CONTACT TELEPHONE: t~..ffi'i:'U~:!:: :131-9308 INSPECTEO~ BY: __ _,~~--'1-'-''--=c...:;;_,~-- INSPECTED BY: INSPECTED BY: _________ _ DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: /o2-_j-Jf';, APPROVED V APPROVED __ _ APPROVED __ _ DISAPPROVED __ _ DISAPPROVED __ _ DISAPPROVED __ _ COMMENTS:--------------------------------- Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: ___ 8_5-_4_6_7_-_B __________ _ DATE: 11-6-8-6 TYPE OF UNIT: Commercial NUMBER OF UNITS: CONTACT TELEPHONE: ~ 931-9308 all de t INSPECTED . BY: ________ _ DATE INSPECTED: //.--/ dJ -~ APPROVED __ t--,/"_ DISAPPROVED __ INSPECTED DATE BY: ________ _ INSPECTED: ____ _ APPROVED __ DISAPPROVED __ INSPECTED DATE BY: ________ _ INSPECTED: ____ _ APPROVED __ DISAPPROVED __ COMMENTS: ------------------------------ g r~&~r tJb S€ Wb-12... uJft:~/d_ sr: LTLJ/. rf/t- Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-467-B DATE: 11-6-86 PROJECT NAME:------------------------------ ADDRESS: _____ 2_2 __ 1=5_F_ar_a_d_a ...... y ____ _.,,,__ _______________ _ PROJECT NO.: -----~-UNIT NUMBER: -------PHASE NO.: ______ _ TYPE OF UNIT: Commercial NUMBER OF UNITS: CONTACT PERSON~· --=S=c=ot=t=i=·e=------------------------- CONTACT TELEPHONE: ~ 931-9308 all de t INSPECT~R BY: : INSPECTED BY: _________ _ INSPECTED BY: _________ _ DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED l.;osta Real Municipal'"'..., i ·t "EC 1 7 1986 ~ · -~ •• v U -~ /) 1/J, COMMENTS: Engineering Departm~i n ~ £./L-_ {619} 438-3367 Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utllltles PINK: Planning GOLD: Fire American Engineering Laboratories, Inc. 7940 Arjons Drive, Suite A, San Diego, CA 92126 (619) 695-3730 INSPECTION R.EPORT Date ______ ---=l:.::0J.../.::.28:,j/~8:a.a6 ____ Project No._...t.P_-.:i=,5..1.48::::.__ ________ uA ... Et.._' ....,6,_-_...H...,2,,._70..._ ______ _ Client KOLL CONSTRUCTION COMPANY CllentAddress 7330 Engineer Road san Qjeqg. G8 921J 1-J4fi 4 Building Permit No . ...,8...,5'-'--;.;;,4.,.6,...7 ____ _ Project Address (le Plan File No. _________ _ Architect Govt. Contract No, _______ _ Engineer-----======-~~~~~~~~~:"""'"".----====::=:::~-------Census Tract No. ________ _ Contractor Company Other ____________ _ -IEJ!&U..A.sa::aaw. --INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION _ Reinforced Concrete SIC _ Concrete Cylinders cc _ Reinf.: Rebar __ Steel: -Prestressed Concrete SIPC -Mortar Samples MS. -Rein!.: W.W.F. -Metal Decking: Reinforced Masonry SIM -Grout Samples GS -Rein!.: Tendons Shear Connectors: Struct. Steel Assembly -Fireproofing FP _ Cone.: Mix #/psi H.S. Bolts: 1. Shop Fabrication SISS-1 -Units (block or brick) UB _ Cone.: Mix #/ps· Electrodes: 2. Field Welding SISS-2 A.C. Concrete ACC _ Cone.: Mix #/psi Electrodes: .-3. H.S. Bolting SISS-3 Roofing RS Cone.: Mix #/ps· -. _· Cert. Welders: _ PileDriving SIPD Reinf. Steel ASS Grout: Mix #/ps· -Fireproofing: _ Nondestructive Testing Steel ss Mortar: Type/psi _ A.C. Concrete: -1. Shop SINDT-1 _ Tendon (PT Strands) TS Units: Block Other: -2. Field SINDT-2 -Other -R=E -Fireproofing SIFP _ Other _X,._ Roofing IR Other OCT 2 ~;1986 _ Waterproofing IWP _ Other _ Asphalt Paving IAP CITY OFCARLSB _ Other 0 . · tment CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. 1 .\ · J, INSPECTOR John Mauk • t)A.,#'J ', ~ vv 9/12/86 Special Inspection -Roofing (Building "B") ~ \O \ rr Conducted inspection of in-progress roofing application for Building "B". Cap sheet applied at grid lines 1-9 between 11 B11 to 11 C11 • Inspected for proper side and end laps and asphalt temperature reads correctly. Two plys of fiber--glass felt were applied with hot asphalt around vent flanges and sky lights before cap sheet application in these areas. 9/15/86 Special Inspection Roofing (Building "Bu) Conducted inspection of in-progress roofing application at Building "B11 • Cap sheet application occuring grid line. 1-9 between 11 811 and 11 C". No blisters or fish eyes discovered in glas-ply. Inspected for proper end and side laps. Mastic' was applied around v_ents and sky lights and framed opening for future H.P. units between 11 811 and 11 C" grid li~es 1-9. I Weather conditions: Heavy dampness in morning, dried quickly. Temperature mid~ morning was 70° F. 117 9/16/86 Special Inspection -Roofing (Building "B") Page 2 10/28/86 P-548 AEL 6-H270 Conducted inspection of in-progress roofing application Building "B" grid lines 1-9 between 11 A11 to 11 B11 • Cap sheet applied with proper side and end laps. Mastic was applied around vents and future H.P. unit openings. Weather conditions: Heavy morning dampness took a while to dry. 9/16/86 Special Inspection -Roofing (Building. 11 F11 } Conducted pre-roofing inspection at Building 11 F", grid lines 1-5 between "A" to 11 C". Substrate appeared dry and. clean, with no gaps between sheathings. Base felt applied and nailed at grid lines 1-5 between 11 811 and 11 C11 • Inspected for proper over-lap of base felt and nailing pattern. 9/17/86 Special Inspection -Roofing (Building 11 F11 ) Inspected in-progress roofing application at Building 11 F11 per plans and specifications. Remaining base felt applied and nailed according to specifi- cations and cant strips placed at proper vertical intersections. Vent, sky lights, roof access hatch, and jack flanges were nailed in place. Flanges and p11rapet wall were primed according to specifications and proper masticing and placement of drain was completed. Glas-ply was applied on top of hot asphalt at grid lines 1-5 between 11 B11 and 11 C11 , with two plys placed around all roof pass-throughs. Cap sheet application began between 11 B" and "C11 at grid lines 1-5. Note: Weather conditions -chilly morning with some dampness. Warmed up quickly. Moisture evaporated before application of roofing materials began. 9/17/86 Special Inspection -Roofing (Building "B 11 ) Conducted inspection of in-progress roofing application Building 11 B11 grid lines 1-9 between 11 A" to 11 C11 • Nailing of cap sheet to parapet wall completed and remaining mastic application completed. Clean-up conducted by roofing crew. Roof appears complete and to comply with plans and specifications for Building 11 B11 • 9/18/86 Special Inspection -Roofing (Building "F 11 ) Conducted inspection of in-progress roofing application per plans and speci- fications. Glas-ply applied at grid lines 1-5 between 11 A11 to "B 11 and cap sheet application was begun in this area. Some mastic.was applied around sky lights and vents, but work was not completed. Inspected end and side laps, and monitored bitumen temperature and application of bitumen. Note: Weather conditions -overcast~ but very little moisture on roof in A.M. American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 9/15/86 Project No._P:...--:5:<....4.:..:8::...--__________ Report No.AEL 6-Hl84 Clien-t -------"K ..... O--LL......__C...,..0-NS--T--R-UC...,.T=ION COMPANY Client Address 7330 Engineer Road san Diego. cA 92111-14§4 Project Name (per plans) ~!:!2..~:!.!::...~~~.!.!C~~.:.-------....:::::......,---,--~- Project Address (legal) c--=-==......:...=...=:;.,_--=-=-~:.......-=:a..a....;;...;..="""""a..--..=..;._.......=..;..a;.~--=-,__-t-_ Architect·--=====jirr:~~~~~~~~~~:~;;~=:~:J.::~=: Engineer_ Contractor _____ ~;..:..:.~=-=-=~:::..:::...:.=-=---.:::.==..::.:.:.i--1,----\-1-"~'7-f--ff-rt-""""""+l-''fr- Building Permit No. 85-490 H Plan File No. _________ _ ract No. ________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC _ Concrete Cylinders cc Reinf.: Rebar--:: _ Steel:------'---- -Prestressed Concrete SIPC _ Mortar Samples MS Reinf.: W.W.F. Metal Decking: ______ _ _ Reinforced Masonry SIM Grout Samples GS Reinf.: Tendons Shear Connectors: ______ _ Struct. Steel Assembly _ Fireproofing FP _ Cone.: Mix #/ps' H.S. Bolts: _______ _ -1. Shop Fabrication SISS-1 -Units (block or brick) UB -Cone.: Mix #/ps· Electrodes: _______ _ _ 2. Field Welding SISS-2 _ A.C. Concrete ACC _ Conc.:Mix #/ps" _ Electrodes: _______ _ .-3. H.S. Bolting SISS-3 -Roofing RS _ Cone.: Mix #/ps· _ Cert. Welders: _______ _ _ Pile Driving ; SIPD _ Rein!. Steel RSS Grout: Mix #/ps· _ Fireproofing: _______ _ Nondestructive Testing _ Steel ss Mortar: Type/psi -1. Shop SINDT-1 _ Tendon (PT Strands) TS Units: Block _ AC. Concrete: _______ _ _ Other:·Steep Asphalt _ 2.Field SINDT-2 -Other Units: Bric _ Other: Type II I 58 1 b. _ Fireproofing SIFP _ Other _x_ Roofing IR Other _ Waterproofing IWP -Other _ Asphalt Paving IAP -Other 0 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Earl Randall (R-358) INSPECTION DATE -=9'--'/1=0"-'-/....;;8=6 _________ _ Special Inspection -Roofing (Bldg. B) Performed roofing inspection of Building B. Base cap properly nailed off and 1 layer of glas ply hot mopped down at center section of roof. Cant strips in place. 9/11/86 Special Inspection..-Roofing (Bldg. B) Performed inspection of Building B. Sky lights, pipe flashing, and rotary vents being treated with mastic and nailed down •.. Two layers o~ felt (9 11 &18 11 ) hot_mopp~.d in around-each. CC: 2-Koll Construction Company 1-Conwell-Marshall & Associates 1-Kahn Associates 1-Construction Surveillance Services 1-Carlsbad Reasearch Center 1-City of Carlsbad RECEIVED SEPl~' 1986 CITY OF CARLSBAD Building Department 117 American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 Project Name (per plans) -----=-=---=-=--=--"'-'--':...:.;.:.a==-----=---...... ~=----,,.--- Project Address (legal) ~---=-:::..:,.:::c-:..=:...-"'-"'~--'-':..:...;:::c,...:.::-=.z......:::=:....:...:<"""""'...u.-"'"-'-,....._ ___ _ Architect _____ ____;::....:,~=~::..,..;'---!.=..,,--"'-'-=-''-'--=---'-='-"'-"'-""-'U<>-l..,._,,7 ""--____ _ Engineer _______ _J~JII:~~2:E:!:9::!~~==========--------- Contractor _______ ...a.;.,;::..:....;....;::..=""-"'-""'-'"-"'-,,_..,"""'·-"'-'""'f.....,,.J.J---------- INSPECTION REPORT Building Permit No. _ __.8,..5.,_4~6.._.7._-_.B.,__ __ _ Plan File No. __________ _ Govt. Contract No. ________ _ Census Tract No. ________ _ Other ____________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC Concrete Cylinders cc X Rein!.: Rebar A615 X Steel: A36 ----- -Prestressed Concrete SIPC -Mortar Samples MS --Rein/.: W.W.F. -Metal Decking: Reinforced Masonry SIM -Grout Samples GS --Rein/.: Tendons -Shear Connectors: x Struct. Steel· Assembly Fireproofing FP -Cone.: Mix #/psi -H.S. Bolts: -- 1. Shop Fabrication SISS-1 -Units (block or brick) UB -Cone.: Mix #/psi _x_ Electrodes: 7018 x 2. Field Welding SISS-2 A.C. Concrete ACC -Cone.: Mix #/psi _L Electrodes: 8018 -- 3. H.S. Bolting SISS-3 -Roofing RS -Cone.: Mix # /psi _x_ Cert. Welders: Yes -Pile Driving SIPD -Rein!. Steel RSS -Grout: Mix #/psi -Fireproofing: --Nondestructive Testing -Steel ss -Mortar: Type/psi -A.G. Concrete: --1. Shop SINDT-1 _ Tendon (PT Strands) TS -Units: Block -Other: --2. Field SINDT-2 -Other -Units: Brick -Other: --Fireproofing SIFP -Other --Roofing JR -Other --Waterproofing IWP -Other --Asphalt Paving IAP RECE :1VED --Other '0 --AL) ll ~ ... c l~VV .. CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved_glan~pec1f1cat1ons and applic??'~ section_s of the b~ildi~g laws_. This repqrt covers the locations of ~rr~~ il"ft~Ct,,el!.J\cmriaC t:,~ ci.J;e if you need more spec1f1c information regarding inspection procedures. L Y U f' vMf\ L.v ::::::~:N DATE i;;;~S:arcia (W-313) Buil:i\:;;t: ) q ~ fv'1v Special Inspection -Field Welding f-'J I 't, J Inspected the welding of tilt-up precast panel beam seat-to-plate conn ctions at panel 13. Inspected the welding of precast, tilt-up wall panel, chord bar connections panels 1-2. 7/28/86 Special Inspection -Field Welding 2195 Faraday Avenue Building D Bldg. Permit# 85467-D Inspected the welding of precast, tilt-up wall panel, chord bar connection at panel 15-16. 7/28/86 Special Inspection -Field Welding 2235 Faraday Avenue Building F Bldg. Permit# 85467-F Inspected the welding of tilt-up precast wall panel hold down connections at panel 3. • Page 2 8/14/86 AEL 6-K133 P-548 Inspected the welding of tilt-up precast wall panel plate connection at panels 5-6. Inspected the welding of tilt-up precast wall panel chord bar connections at panels 6-7. 7/28/86 Special Inspection -Field Welding 2205 Faraday Avenue Building E Bldg. Permit #85467-E Inspected the welding of precast tilt-up wall panel plate connections at panels 12-13, 13-14, 17-18 and 20-21. Inspected the welding of precast tilt-up wall panel chord bar connections at panels 16-18, 18-19. 8/1/86 Special Inspection -Field Welding 2215 Faraday Avenue Building B Bldg. Permit# 85467-B Inspected the welding of precast, tilt-up wall panel plate connections at panel W-10 and panels of trash enclosure, plate connections between Buildings B & C. 8/1/86 Special Inspection -Field Welding 2205 Faraday Avenue Building E Bldg. Permit# 85467-E Inspected the welding of precast tilt-up wall panel plate connections panels 14-15 and chord bar connections at panels 15-16. NOTE: Engineering direction to have plate welded over existing welded plate connect- ion, due to repair that had occar~edr' during realignment of panel 15. 2-Client 1-Architect 1-Engineer 1-Contractor i-Carlsbad Research Center 1-Dept. of Carlsbad Bldg. Dept. American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 8/1 /86 Project No._P_-_5_4_8 __________ Report NoAEL 6U-45 2 Client------~KO=-L..a.L...c....;...CO_N_S_TR_U_C_TION COMPANY Client Address 7330 Engineer Road San Qjegg, CA 92111 1464 Project Name (per plans) Building Permit No • .::..#.:;;.8.:;;.5--..:.4..:;;.6.:..7=-B ___ _ Project Address (legal) Plan File No. __________ _ Architect ______ J&~rn:1:t:f!flt:1:§d:H!!:::!:::!d~~~~t!s~--------Govt. Contract No. ________ _ Engineer Associates Census Tract No. ________ ___ Contractor Construction Co. Other ____________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC Concrete Cylinders cc Reinf.: Rebar -L Steel: _ ___,_A..,_,3..,,6.__ ____ _ __ Prestressed Concrete SIPC Mortar Samples MS Reinf.: W.W.F. Metal Decking: ______ _ Reinforced Masonry SIM Grout Samples GS Reinf.: Tendons x Struct. Steel Assembly Fireproofing FP Cone.: Mix #/psi Shear Connectors: ______ _ H.S. Bolts: ________ _ x 1. Shop Fabrication 5155-1 Units (block or brick) us Cone.: Mix #/psi 2. Field Welding SISS-2 _ AC. Concrete ACC Cone.: Mix # /psi _x_ Electrodes: --".7'-'0"-11...>8.,__ ____ _ Electrodes: ________ _ 3. H.S. Bolting SISS-3 _ Roofing RS Cone.: Mix #/psi _x_ Cert. Welders:_..,yw.e,.,,s'------- Pile Driving SIPD _ Reinf. Steel RSS Grout: Mix #/psi -Fireproofing: _______ _ Nondestructive Testing _ Steel ss Mortar: Type/psi A.C. Concrete: _______ _ 1. Shop SINDT-1 _ Tendon (PT Strands) TS Units: Block Other: _________ _ 2. Field SINDT-2 Other Units: Brick Other: _________ _ Fireproofing SIFP _ Other Roofing JR Other __ Waterproofing IWP _ Other Asphalt Paving IAP __ Other '0 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This repoct covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE Jinny L. Garcia (W-313) 7/23/86 Special Inspection -Field Welding Inspected the welding of pre-cast, tilt-up wall panels, plate-to-plate connection at panel 5, line A; panel 6, line 9; panel 1, line A and panel 15, line 1; panel 11, line 5 (C). 7/24/86 Special Inspection -Field Welding Inspected the welding of tilt-up, nections at 10 and panel 2-3. pre-cast wall panel, plate-to-plate con- 117 7/24/86 Special Inspection -Field Welding (Continued) Page 2 8/1/86 File# P-548 AEL 6U-452 Inspected the welding of tilt-up, pre-cast wall panel, chord bar con- nections at panels 10-11, 2-4 and 4-5. 7/25/86 Inspected the welding of tilt-up, pre-cast wall panels, holddowns-to- plate connection at panel 6, 14 and 15. Special Inspection -Field Welding 2-Client Inspected the welding of pre-cast, tilt-up wall panel, beam seat-to- plate connections at panels 7 and 8. 1-Arcnitect, Attn: Harlan Tande 1-Engineer, Attn: Steve Mayorga 1-Lender, Attn: Jack Hanssel 1-CRC, Attn: Charlie Abdi 1-City of Carlsbad Bldg. Dept. American Engineering Laboratories. Inc. 7574 Trade Street. San Diego. California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date _______ _.,..,..,7/,,.,.2;;;..;2=/...;;8,,=6--=-=~. Project No._P_-_5_4_8 __________ Report No AEL 6U-432 Client KOLL CONSTRUCTION COMPANY Client Address 7330 Engineer Road San Diego, CA 92111-1464 Building Permit No. 85-.£1)7 /B Project Name (per plans) -~~=,:::.:::::,,;.::::..-==..:.:,:.;::.:..:.....:::.:=..::..;.:..:....:.,==:..:..:~~..;..:..;~~..;;..;;;.-- Project Address (legal) ------------------------------------------Plan File No. __________ _ Architect -======:J~fil~~~~~~~~;~~~~=:::::===== Govt. Contract No. ________ _ Engineer_ Census Tract No. ________ _ Contractor _________ C_o_n_s_t_r_u_c_t_,_· o_n_C_o_. ____________ _ Other ____________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION _x_ Reinforced Coocrete SIC _ Concrete Cylinders cc .L Reim.: Rebar ASTM A615 1 Gr.60 _L Steel: ASTM A-36 _ Prestressed Coocrete SIPC -Mortar Samples MS --Reinf.: W.W.F. _ Metal Deckill(J: -Reinforced Masonry SIM -Grout Samples GS --Reinf.: Tendons -Shear Connectors: J Struct. Steel Assembly -Fireproofing FP _x__ Cone.: Mix #/psi SQ-63156 (3000 -H.S. Bolts: -1. Shop Fabrication SISS-1 _ Units (block or brick) UB __ Cone.: Mix #tps· _x_ Electrodes: 7018 J 2. Field Welding SISS-2 _ A.C. Concrete ACC _ Cone.: Mix #/psi -Electrodes: -3. H.S. Botting SISS-3 -Roofing RS --Cone.: Mix #/psi _x_ Cert. Welders: yes -Pile Orivill(J SIPD _ Reinf. Steel RSS -Grout: Mix #/psi -Fireproofing: --Nondestructive Testing -Steel ss --Mortar: Type/psi _ A.C. Concrete: --1. Shop SINDT-1 _ Tendon (PT Strands) TS -Units: Block -Other: -2. Field SINDT-2 -Other -Units: Brick -Other: _ Fireproofing SIFP -Other --Roofing IR -Other __ Waterproofing IWP -Other __ Asphalt Paving !AP --Other '0 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE Jinny Lyn Garcia 7/14/86 Special Inspection -Field Welding (W-313) Inspected the welding of pre-cast, tilt-up wall panel tie-down connections at panels 5 and 6. INSPECTOR: Geraci Griffith (W-279) 7/15/86 Special Inspection -Reinforced Concrete Inspected placement of reinforcing steel and subsequent placement and con- solidation of concrete in the following wall panels: Panels 3 and 13. 15 trash enclosure panels to be distributed about the jobsite. 2-Client 1-Architect, Attn: 1-Engineer, Attn: 1-Lender, Attn: 1-CRC, Attn: 1-City of Carlsbad Bldg. Dept. Harlan Tande Steve Mayorga Jack Hanssel Charlie Abdi ~.tECEIVEIJ JUL 2 91984 CITY OF CARLSBAD Bulfdf ng Department 117 American Engineering Laboratories, Inc. 7574 Trade Street. San Diego. California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 7 /15/86 Project No._P_-_5_4_8 __________ Report No AEL 6U-418 /1 Client--------..;,K~O..;..LL.;;..a....:;C;_;:;O"""'N=sr=R=u-=-cn ON COMPANY ClientAddress 7330 Engineer Road San Diego, CA 92111-1464 II B II Project Name (per plans) -~~~~dz::~2E~~D~illIB~[It:H~~_£l~~ir___= Building Permit No. 85-4 67 B Project Address (legal) Plan Fife No. __________ _ Architect Govt. Contract No. ________ _ Engineer -------~~LJ~~~~~===========---------Census Tract No. _________ _ Contractor ______________________________ Other _____________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION _i Reinforced, Concrete SIC _1_ Concrete Cylinders CC _x_ Reinl.:R~r ASTM A61o, Gr.60 Steel: ________ _ Prestressed Concrete SIPC Mortar Samples MS Reint.:W.W.F. _______ _ Metal Decking: _______ _ Reinforced Masonry SIM Struct Steel Assembly Grout Samples GS Fireproofing FP Reinf.: Tendons -------,--,----, _x Cone.: Mix #/psi 50-631 SG( 3000) Shear Connectors: ______ _ H.S. Bolts: ________ _ 1. Shop Fabrication SISS-1 Units (block or brick) UB Cone.: Mix #fps,_;· ______ _ Electrodes: ________ _ 2. Field Welding SISS-2 AC. Concrete ACC Cone~ Mix #/psi-· ______ _ Electrodes: ________ _ 3. H.S. Bolting SISS-3 Roofing RS Cone.: Mix #/psi, _______ _ Cert. Welders: _______ _ Pile Driving SIPD Reinf. Steel RSS Grout: Mix #/ps1 _______ _ Fireproofing: _______ _ Nondestructive Testing Steel ss Mortar: Type/psi _______ _ A.C. Concrete: _______ _ 1. Shop SINDT-1 Tendon (PT Strands) TS Units: Block Other: _________ _ 2. Field SINDT-2 Other Units: Brick. ________ _ Other: _________ _ Fireproofing SIFP Other Rooting IR Other Waterproofing IWP Other Asphalt Paving IAP Other 0 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE Geraci Griffith (C-279) 7 /7 /86 Special Inspection -Reinforced Concrete 2-Client Inspected placement of reinforcing steel and subsequent placement and consolidation of concrete in the following wall panels for use in Building B: 1, 2, 4 through 12, 14 and 15. Consolidation was by mechanical vibration. Obtained concrete cylinders for test. 1-Architect, Attn: Harl~n Tande 1-Engineer, Attn: Steve Mayorga 1-Construction Surveillance Services Attn: Jack Hanssel 1-Carlsbad Research Center Attn: Charlie Abdi - 1-City of Carlsbad Building Dept. 117 American Engineering Laboratories. Inc. · 7574 Trade Street. San Diego, California 92121 Telephone (619) 695-3730 INSPECTION ~UG 0·1 'd86 REPORT Date 8/1 /86 Project No._P_-_5_48 __________ Report NoAEL 6U-45 2 Client-------K~O-L--l """'.C~O"".","N"'!"',ST~R,.,..U~CT~ION COMPANY Client Address 7330 Engineer Road San Qjego. CA 92111-1464 ProjectName(perplans) CRC MULTI'S, PHASE II -BUILDING B BuildingPermitNo ...... #_8_5-_4_67_8 ___ _ Project Address (legal) 2215 Faraday Avenue, Carlsbad Plan File No. __________ _ Architect ______ C;::.;o:::.:n""'w"""e=-l._l._-...:.M.:.:a:.:.r-=s'-'-h""'a:..:l-:l.....:;&;....a..;Ac:s.::.s.::.o.::.c..;..i =a t ... e ... s_________ Govt. Contract No. ________ _ Engineer Kahn Associates Census Tract No. ________ _ Contractor Koll Construction Co. Other ____________ _ INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION --Reinforced Concrete SIC _ Concrete Cylinders cc Reinf.: Rebar ...:;_ Steel: -~A~3~6~----- _ Prestressed Concrete SIPC _ Mortar Samples MS Reinf.: W.W.F. -Metal Decking: ______ _ Reinforced Masonry SIM Grout Samples GS Reinf.: Tendons x Struct. Steel Assembly _ Fireproofing FP _ Cone.: Mix #/psi Shear Connectors: ______ _ H.S. Bolts: ---,------ x 1. Shop Fabrication SISS-1 -Units (block or brick) UB _ Cone.: Mix #/psi 2. Field Welding SISS-2 _ AC. Concrete ACC Cone.: Mix #/psi _x__ Electrodes: ---"--.7"""'0...___J 8.x..-____ _ Electrodes: _______ _ 3. H.S. Bolting SISS-3 -Roofing RS _ Cone.: Mix #/psi _x__ Cert. Welders: ___.,_y..,.e=s _____ _ Pile Driving SIPD -Reinf. Steel RSS -Grout: Mix # /psi _ Fireproofing: _______ _ Nondestructive Testing _ Steel ss -Mortar: Type/psi _ AC. Concrete: _______ _ 1. Shop SINDT-1 _ Tendon (PT Strands) TS Units: Block Other: ________ _ 2. Field SINDT-2 Other -Units: Brick Rreproofing SIFP _ Other Other: R.....,E=--""C ____ E,.....I_V_E......,D-- Roofing IR _ Other _ Waterproofing IWP Other AU6 5 ~86 _ Asphalt Paving IAP _ Other IQ KOLL CONST. -C CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE Jinny L. Garcia (W~313) 7/23/86 Special Inspection -Field Welding 7/24/86 Inspected the welding of pre-cast, tilt-up wall panels, plate-to-plate connection at panel 5, line A; panel 6, line 9; panel 1, line A and panel 15, line 1; panel 11, line 5 (C). Special Inspection -Field Welding Inspected the welding of tilt-up, pre-cast wall panel,. plate-to-plate con- nections at 10 and panel 2-3. 117 7/24/86 Special Inspection -Field Welding (Continued) Page 2 8/1/86 File# P-548 AEL 6U-452 Inspected the welding of tilt-up, pre-cast wall panel, chord bar con- necttons at panels 10-11, 2-4 and 4-5. 7/25/86 Inspected the welding of tilt-up, pre-cast wall panels, holddowns-to- plate connection at panel 6, 14 and 15. Special Inspection -Field Welding 2-Client Inspected the welding of pre-cast, tilt-up wall panel, beam seat-to- plate connections at panels 7 and 8. 1-Arcnitect, Attn: Harlan Tande 1-Engineer, Attn: Steve Mayorga 1-Lender, Attn: Jack Hanssel 1-CRC, Attn: Charlie Abdi 1-City of Carlsbad Bldg. Dept. American Engineering Laboratories. Inc. 7574 Trade Street. San Diego. California 92121 Telephone (619) 695-3730 INSPECTION REPORT RECEIVED Date 7/ 22/86 Project No._P_-_54_8;.__ _ _.J ... Us.al-....2._4.;;;....a1986-=----Report No AEL 6U-432 Client--------,-K-;,.O.,..;,LL,--,C,.,,.O.,.,.NS""'T=R'"""U~CTI ON COMPANY Client Address 7330 Engineer Road San Diego, CA 92111-14§4 KOLL CONSf. -C BUILDING B Project Name (per plans) --'C"'-A_R=L .... S_B __ A=D ........ RE~S--E __ A_R_C_H ___ C=EN--T __ E __ R-_M_U_l_T_I_' S_, ___ P_H_A_S_E_I_I __ Building Permit No. 85-467 /B Project Address (legal) --~2""2'-'1-"5'--:-,F::-a;;;.;r""'aa;.;d;;.aa~y'--=A,.,,v...;;e;..;,,n;..;;;;u-,;e_._, ....a.C,;;;;.a __ r_l sa;.;b;;;.;aaa..d~,'--C--A______ Plan File No. _________ _ Architect ------~C..;;.o--nw __ e.;;;.....11 __ ---M-'aa;.;r...;s;;.;.h __ a--1_1 ____ &'--A..;;;.s=s .... o .... c--i =a t-'-e __ saa.,________ Govt. Contract No. ________ _ Engineer Kahn Associates Census Tract No. ________ _ contractor Koll Construction Co. Other ____________ _ INSPECTION CODE MArL SAMPLING CODE MATERIAL DESCRIPTION J_ Reintorcl!d Concretll SIC Concrete Cylinders cc-L Reint.:Reoar ASTM A615, Gr. 60 -1... sieet: ASTM A-36 -Prestressed Concretll SIPC _ Mortar Samples MS Rein!.: W.W.F.________ __ Metal Decking: ______ _ Rein!~ Masoruy SIM _ Grout Samples GS Reinf.: Tendons --------Shear COMectOfS: ------- __x Struct Sleet Assembly _ Freproofing FP _x_ Conc.:Mix#"/psi 5O-6315G (3000 _ H.S.Bolts: -------- _ 1. Shop Fa.bricatioo SISS-1 _ Units (block Of bnck) UB -Cone.: Mix #"/psi,_______ _1_ Electrodes: _7'--'O"-1"""'8;.._ ____ _ __x 2. Field Weldlng SISS-2 _ A.C. Concrete ACC -Cone.: Mix #"Jpsi,_______ _ Electrodes: _______ _ _ 3. H.S. Bolting SISS-3 ---Rooting RS Cone.: Mix #"Jpsi_______ __L cat. Welders:_V...,_e;...S'------- Pile Driving SIP0 _ Reint.Steef ASS -Grout: Mix #"Jpsi_______ _ Fireproofing: _______ _ _ Nondestructive Testing _ Sleet ss _ Mortar: Type/psi_______ _ A.C. Ccocret11: _______ _ -1.Shop SIN0T·l _ Tendon (FT Strands) TS Units: Block ________ Other: ________ _ _ 2.Field SINDT-2 _ Other _ Umts: Brick________ _ Other: ________ _ _ Flfeproofino SIFP _ Other -Roofing IA _ Other _ Waterproofing IWP Other _ Asphalt Paving IAP _ Diller IQ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans. specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR Jinny Lyn Garcia (W-313) INSPECTION DATE __ 7..._./._J._4._._/...,.8_6 _________ _ Special Inspection -Field Welding Inspected the welding of pre-cast, tilt-up wall panel tie-down connections at panels 5 and 6. INSPECTOR: Gerad Griffith (W-279) 7/15/86 Special Inspection -Reinforced Concrete Inspected placement of reinforcing steel and subsequent placement and con- solidation of concrete in the following wall panels: Panels 3 and 13. 15 trash enclosure panels to be distributed about the jobsite. 2-Client 1-Architect, Attn: 1-Engineer, Attn: 1-Lender, Attn: 1-CRC, Attn: 1-City of Carlsbad Bldg. Dept. Harlan Tande Steve Mayorga Jack Hanssel Charlie Abdi JUL 2 4 1986 THE KOLL CO, 117 American Engineering Laboratories, Inc. 7574 Trade Street. San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 8/14/86 Project No. P-548 Report No .. __ ,_.A.._E.._! -'6,.._-_.Ku..J .... 3 .... 3..__ __ client ___ .......:.;K.:..O.::.:LL=-...;:c;,.;.o.;_;,N_;;;_ST.;,_;R.;.,;;U;_:;C...;_T_;;;_IO.;..;.N.;__,;;,C_;;;_OM...;_P_A...;_N...;_Y·_~_-~_-_-_-_ ..... _-_:_..,__,.._ ________ ~_-_-_-~_-_-_-_-__________ _ ClientAddress _ _!...7.::.3.::.3.:::0....!::E.!.!n.::ig..!i.!.!n~e~e~r.....:..:R.:::o~a~d ________________________________ _ San Qieag. C8 92Jll J4§4 Project Name (per plans) ---=C""'R""'C_M"""U=L~T:...::I._1"""S.._, _P_.H __ A-'--=S=-=E..._.,,I..,.,I _-__,Ba..,U .... I .... L""D .... I ...... NG~B=------Building Permit No. _ __..8...,.5~4.,,.6_._7_-..,.8 __ _ Proiect Address (legal) ___ .:::.2.:::.2.,_1,._5 _F:...;a=-ar...,a""d..,a::..Jy._.,_A'-'v-"e'-'-'n""'u.,.e_,_, __,;,C.:::.a.,_r...,_l ... s ... ba.,_d,._,_, _C=A..,__ ___ _ Plan File No. __________ _ Architect ________ C_o::.;n""'w:.:..;e:..1 .... 1.._-_,,M-"'a=r-=s .... h.a..:a=-l,_l...._.&=--"A~s...,s ... o...,c~J~· a_t-e-s...._ _____ _ Govt. Contract No. ________ _ Engineer _______ ___:K.:..:a::.:h..:.:n~A..:.:S::.:S::.:O::.:C::...1~· a:,..:t::.:e::.::s..__ ____________ _ Census Tract No. ________ _ Contractor _______ ...;K..;.;o::...l.:..l.:......;C::.;o::.;n..:.,S,._t,.,,r_,u"-'c"-'t"-1,._,· o..,,n~__,C..,o..,.m..,.p..,a.,..n...,y,._ _______ _ Other ____________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC Concrete Cylinders cc X Reinf.: Rebar A615 X Steel: A36 Prestressed Concrete SIPC Mortar Samples MS Reinf.: W.W.F. Metal Decking: Reinforced Masonry SIM Grout Samples GS Rein!.: Tendons Shear Connectors: x Struct. Steel Assembly Fireproofing FP Cone.: Mix #/psi H.S. Bolts: 1. Shop Fabrication SISS-1 Units (block or brick) UB Cone.: Mix #/psi ...L Electrodes: 701@ x 2. Field Welding SISS-2 A.C. Concrete ACC Cone.: Mix #/psi ...L Electrodes: 8018 3. H.S. ~oiling SISS-3 Roofing AS Cone.: Mix # /psi ...L Cert. Welders: Yes Pile Driving SIPO Rein!. Steel ASS Grout: Mix # /psi Fireproofing: Nondestructive Testing Steel ss Mortar: Type/psi A.C. Concrete: 1. Shop SINOT-1 Tendon (PT Strands) TS Units: Block Other: 2. Field SINOT-2 Other Units: Brick Other: Fireproofing SIFP Other Roofing IA Other Waterproofing IWP Other __ Asphalt Paving IAP ' -Other 10 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This repqrt covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE Jinny Garcia (W-313) 7/28/86 Special Inspection -Field Welding inspected the welding of tilt-up precast panel beam seat-to-plate connections at panel 13. Inspected the welding of precast, tilt-up wall panel, chord bar connections panels 1-2. 7/28/86 Special Inspection -Field Welding 2195 Faraday Avenue Building D Bldg. Permit# 85467-0 Inspected the welding of precast, tilt-up wall panel, chord bar connection at pane 1 1 5-1 6 • 7/28/86 Special Inspection -Field Welding 2235 Faraday Avenue Building F Bldg. Permit# 85467-F Inspected the welding of tilt-up precast wall panel hold down connections at panel 3. 11 Page 2 8/14/86 AEL 6-K133 P-548 Inspected the welding of tilt-up precast wall pan~l plate connection at panels 5-6. Inspected the welding of tilt-up precast wall panel chord bar connections at panels 6-7. 7/28/86 Special Inspection -Field Welding 2205 Faraday Avenue Building E Bldg. Permit #85467-E Inspected the welding of precast tilt-up wall panel plate connections at panels 12-13, 13-14, 17-18 and 20-21. Inspected the welding of precast tilt-up wall panel chord bar connections at panels 16-18, 18-19. 8/1/86 Special Inspection -Field Welding 2215 Faraday Avenue Building B Bldg. Permit# 85467-B Inspected the welding of precast, tilt-up wall panel plate connections at panel W-10 and panels of trash enclosure, plate connections between Buildings B & C. 8/1/86 Special Inspection -Field Welding 2205 Faraday Avenue Building E Bldg. Permit# 85467-E Inspected the welding of precast tilt-up wall panel plate connections panels 14-15 and chord bar connections at panels 15-16. NOTE: Engineering direction to have plate welded over existing welded plate connect- ion, due to repair that had occarred·1 during realignment of panel 15. 2-Client 1-Architect 1-Engineer 1-Contractor 1-Carlsbad Research Center 1-Dept. of Carlsbad Bldg. Dept. American Engineering Laboratories, Inc. 7574 Trade Street, San Diego, California 92121 Telephone (619) 695-3730 INSPECTION REPORT Date 9/15/86 Project No._P_-___ 5 __ 4 ___ 8 __________ Report No.AEL 6-Hl84 Client _____ -'K~0~L..:::.L_C::.:0~N:.:::S..:..TR:.:.:U::.::C~T.;.IO:::..;N.:...,.::C~QM:..:.:P:..!.A.:.:.;N:..:..Y _____________________ _ Client Address ___ ____:_,7.=3.:::3.:::0~En:.:.g;;z.1.:..:· n~e~e;.;r,......:..R:.;o.;a~d.,,...,,.......,,...-:--,:-::--------------------------San Diego. cA 92111-1464 Project Name (per plans) __ C __ R"""'C'----M ___ U ___ L ___ T--I _1 __ S .... , __ P __ H __ A"""'S ___ E......._I ___ I _____ ----= ___ ....,... __ Project Address (legal) _2::.:2=..:1:..=5;._;..F .... a .... r=a d=a;::..y<.--,;.A.;..;.v..;;;;e..;;. ...... _C.;;:.;a::.:r .... l-:s;.;;;;b...a;a..aad .... , _C=A----..... (-=B...;.l...a;d....,q ___ • __ B __ )....__ __ Building Permit No. 85-490 H Plan File No. _________ _ Architect -------=-C;::.o::.;..nw:.:..e=-1.;..l.;..-....:M..:.;a::.:r'""'s~h.:.:a;;....l:...;l;.._.;:&;....:..A=s=s=o-=c-'-i""'a""'t=e=s_________ Govt. Contract No. _______ _ Engineer ------"-'K=a::.;..hn::.;......:A ___ s __ s __ o __ c--1.;..;· a--t"""'e;;..;s'-----------------Census Tract No. ________ _ contractor Koll Construction Company Other ____________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION Reinforced Concrete SIC-Concrete Cylinders cc Rein!.: Rebar _ Steel: ________ _ -Prestressed Concrete SIPC Mortar Samples MS Rein!.: W.W.F. _ Metal Decking: ______ _ -Reinforced Masonry SIM Grout Samples GS Reinf.: Tendons Shear Connectors: ______ _ Struct. Steel Assembly Fireproofing FP _ Cone.: Mix #/psi H.S. Bolts: _______ _ 1. Shop Fabrication SISS-1 -Units (block or brick) UB Cone.: Mix #/psi Electrodes: _______ _ 2. Field Welding SISS-2 _ A.C. Concrete ACC _ Cone.: Mix #/psi Electrodes: _______ _ 3. H.S. Bolting SISS-3 Roofing RS Cone.: Mix #/ps' _ Cert. Welders; _______ _ Pile Driving SIPD -Rein!. Steel ASS Grout: Mix # /psi Fireproofing: _______ _ Nondestructive Testing -Steel ss Mortar: Type/psi A.C. Concrete: _______ _ 1. Shop SINDT-1 _ Tendon (PT Strands) TS Units: Block Dther:Steep Aspha 1 t 2. Field SINDT-2 Other Units: Brick ather: Type I II 58 1 b. Fireproofing SIFP Other _x_ Roofing IA Other _ Waterproofing IWP Other _ Asphalt Paving IAP -Other 'D CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific information regarding inspection procedures. INSPECTOR INSPECTION DATE Earl Randall (R-358) 9/10/86 Special Inspection -Roofing (Bldg. B) Performed roofing inspection of Building B. Base cap properly nailed off and 1 layer of glas ply hot mopped down at center section of roof. Cant strips in place. 9/11/86 Special Inspection. -Roofing (Bldg. B) Performed inspection of Building B. Sky lights, pipe flashing, and rotary vents being treated with mastic and nailed down •. Two layers of felt (911&1811 ) hot mopped in around.each. CC: 2-Koll Construction Company 1-Conwell-Marshall & Associates 1-Kahn Associates 1-Construction Surveillance Services I-Carlsbad Reasearch Center 1-City of Carlsbad 117 r :.:£!\IF:D American Engineering Laboratories. Inc. 7940 Arjons Drive, Suite A, San Diego, CJ.,. 921260CT 2 9 1986 (6t9> sgs-3130 THE KOLL CO. INSPECTION REPORT Oate ______ --=1~0,_/2::.:8 .. 1...::8=6 ___ Project No._.J.P...::-..::t5.:;i;:48~--------L1A....,EL--.i,6,1..;;-.iH .. 2..;70.,._ ______ _ Client KOLL CONSTRUCTION COMPANY cnentAddress 7330 Engineer Road saa Diego. cA 921 11-14fi4 Project Name (per plans) CRC MULTI I S, PHASE I I Building Permit No . ..i.8i...5i..;;;-;.::i4:.1.16~Z----- Project Address (legal) 2215 Faraday Ave., Carlsbad, CA PlanFileNo. _________ _ Architect Conwe 11-Marsha 11 & Associates. Govt. Contract No. _______ _ Engineer ______ K:..;;a:.:h:.:.:n~A:.:.:S::;.;:S::;.;:O::;.;:C~i:.:a:..:t:..::e:..::S~--------------Census Tract No. ________ _ contractor Kol 1 Construction Company Other ____________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION _ Reinforced c~ SIC _ Concrete Cylinders cc Rein!.: Rebar _ Steel: ________ _ _ Prestressed COIIC!?te SIPC -Mortar Samples MS Rein!.: W.W.F. _ Metal Decking: ______ _ Reinforced Mason-! SIM Grout Samples GS Reint.: Tendons _ Shear Connectors: _____ _ _ Struct. Steel Assentily -Fireproofing FP Cone.: Mix #/psi _ H.S. Bolts: _______ _ -1. Shop Faoocat101 SISS-1 -Units (block or brick) UB -Cone.: Mix #/psi _ Electrodes: _______ _ -2. Field Welding SISS-2 _ A.C. Concrete ACC Cone.: Mix #/psi _ Electrodes: _______ _ 3. H.S. Bolling SISS·3 Roofing RS Cone.: Mix #/psi _ Cert. Welders: _______ _ Pila Driving SIPD -Rein!. Steel ASS Grout: Mix #/psi _ Fireproofing: _______ _ Nondestructive Temng -Steel ss Mortar: Type/psi _ A.C.Concrete: _______ _ 1. Shop SINDT·! Tendon (PT Strands) TS Units: Block _ Other: ________ _ 2. Field SINDT-2 Other Umts: Brick _ Other: ________ _ Fireproofing SIFP Other _x_ Roofing IA Other Waterproofing IWP Other Asphalt Paving IAP -Other 10 CERTIFICATl:JN OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicab1e sections of the building laws. This report covers the locations of the work inspected. Contact this office if you need more specific nformation regarding inspection procedures. INSPECTOR ,lohn Mauk 9/12/86 Spe~ial Inspection -Roofing (Building 11 B11 ) Conduc:ed inspection of in-progress roofing application for Building 11 B". Cap sheet applied at grid lines 1-9 between 11 B11 to 11 C11 • Inspected for proper side and end laps and asJhalt temperature reads correctly. Two plys of fiber glass felt were applied with r.ot asphalt around vent flanges and sky lights before cap sheet application in these 3.reas. 9/15/86 Special Inspection -Roofing (Building 11 B11 ) Conducted inspection of in-progress roofing application at Building "B11 • Cap sheet application occuring grid line 1-9 between 11 B11 and 11 C11 • No blisters or fish eyes discovered in glas-ply. Inspected for proper end and side laps. Mastic was applied around vents and sky lights and framed opening for future H.P. units between 11 B11 _and 11 C11 grid lines 1-9. Weather conditions: Heavy dampness in morning, dried quickly. Temperature mid- morning was 70° F. 11 9/16/86 Special Inspection -Roofing (Building "B") Page 2 10/28/86 P-548 AEL 6-H270 Conducted inspection of in_;progress roofing application Building 11 B11 grid lines 1-9 between 11 A11 to 11 B11 • Cap sheet applied with proper side and end laps. Mastic was applied around vents and future H.P. unit openings. Weather conditions: Heavy morning dampness took a while to dry. 9/16/86 Special Inspection -Roofing (Building 11 F11 ) Conducted .pre-roofing inspection at Building 11 F11 , grid lines 1-5 between "A" to 11 C11 • Substrate appeared dry and clean, with no gaps between sheathings. Base felt applied and nailed at grid lines 1-5 between 11 B11 and 11 C11 • Inspected for proper over-lap of base felt and nailing pattern. 9/17/86 Special Inspection -Roofing (Building "F") Inspected in-progress roofing application at Building "F" per plans and specifications. Remaining base felt applied and nailed according to specifi- cations and cant strips placed at proper vertical intersections. Vent, sky lights, roof access hatch, and jack flanges were nailed in place. Flanges and parapet wall were primed according to specifications and proper masticing and placement of drain was completed. Glas-ply was applied on top of hot asphalt at grid lines 1-5 between "B" and "C", with two plys placed around all roof pass-throughs. Cap sheet application began between "B" and 11 C11 at grid lines 1-5. Note: Weather conditions -chilly morning with some dampness. Warmed up quickly. Moisture evaporated before application of roofing materials began. 9/17/86 Special Inspection -Roofing (Building 11 B11 ) Conducted inspection of in-progress roofing application Building "B" grid lines 1-9 between "A" to 11 C11 • Nailing of cap sheet to parapet wall completed and r~maining mastic application completed. Clean-up conducted by roofing crew. Roof appears complete and to comply with plans and specifications for Building 11 B11 • 9/18/86 Special Inspection -Roofing (Building "F") Conducted inspection of in-progress roofing application per plans and speci- fications. Glas-ply applied at grid lines 1-5 between "A" to "B" and cap sheet application w~s begun in this area. Some mastic was applied around sky lights and vents, but work was not completed. Inspected end and side laps, and monitored bitumen temperature and application of bitumen. Note: Weather conditions -overcast, but very little moisture on roof in A.M. Page 3 10/28/86 P-548 AEL 6-H270 9/19/86 Special Inspection -Roofing (Building "F") CC: Conducted inspection of in-progress roofing application at grid lines 1-5 between "A'' to "B". Application of cap sheet completed and mastic applied around applicable roof pass-throughs. inspected end and side laps for proper over-lap. Blisters in glas-ply were cut and patched prior to application of cap sheet. Roof drains completed with mastic applied beneath ring, which was then bolted into position. Note: Weather conditions -chilly, with a threat of rain in A.M. Existing moisture on roof from night condensation took 1-2 hours to dry in some areas. 2-Koll Construction Company 1-Conwell-Marshall & Associates I-Kahn Associates I-Construction Surveillance Services I-Carlsbad Research Center I-City of Carlsbad Building Department .• :. > • •. ' -,··· •. 1200 ELM AVENUE CARLSBAD, CA 92008-1989 <ttitp of <lCarlibab FIRE DEPARTMENT PAGE 1 OF_ TELEPHONE (619) 438-5523 APPROVED )( DISAPPROVED PLAN CHECK REPORT l}Lr)G 6 PLAN CHECK# (// t./( A l'J <---) • -:.., I ~ ...----- 1'f'Oll f)JVLT! $ J1i4s.E1L.DDRESs ____ --f__,__,/-J'-'---='?A-"--'--'1=) ....... A'-!'V-------PROJECT ARCHITECT ______________ ADDRESS _________ PHONE OWNER ADDRESS _________ PHONE OCCUPANCY :J3· v CONST. 1/ N TOTALSQ. FT. I£ ///( STORIES i;VsPRINKLERED O TENANT IMP. __________________________ _ __ 1. __ 2. __ 3. Y.. 4. __ 5_ APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLO.Y.,ING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT X 6. 1~ following fire protection systems are required: / _-/ . Automatic fire sprinklers (Design Criteria: ; :Z3ap1Y1 /:5f/).f'J 011/=tt.. :::.aDD IP Dry Chemical, Halon, CO2 (Location: ______ , __ , _________________ _ D Stand Pipes (Type: _ [})(Fire Alarm (Type/Location: _/Ml}/JJ"T0£,,, :J--Lo,,,;; fly D VAU/ISE. o;:; .-:'/-'}.!/;JKi ;,,;J_-; '/.._ 7. foir:e Extinguisher Requirements: -.. ,:,;jione 2A rated ABC extinguisher for each ___ sq. ft. or portion thereof with a travel distance to the nearest J)( '·· -1 extinguisher not to exceed 75 feet of travel. --: 8. JL9. '} 10. _x_ 11. D An extinguisher with a minimum rating of ___ to be located: D Other:_~--------------------------------- Additional fire hydrant(s) shall be provided ______________________ _ EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors----------------------------------- EXIT signs (6" x ¾" letters) shall be placed over all required exists and directional signs located as necessary to clearly indicate the location of exit doors. y GENERAL _. '_12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and CE) hazardous chemidals shall comply with Uniform Fire Code. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. ' L 14. Additional Requirements. ----------------------------- <; El!:. (!, .,c, l J .C.2. 1t '- Y. 15. Comply with regulations on attached sheet(s). Plan Examiner--------------------Date _________ _ Report mailed to architect ___ Met with _____________ _ __ Attach to Plans ' ~ \