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Home My WebLink About2752 LOKER AVE W; ; 87-274; Permit./ U) z 0 ~ ac cl[ ... u w 0 ac g[ O I.hereby affirm.that I am llcens u, . provisions of Chapter 9 (commenc : , Section 7000) of Division 3 of .the I t-and Professions Code, and my lice ~ . fuU, force and, effect. - ur ac ~· ... 5 ID ~·· w z 3 0 I hereby afhrm that I.am exempt from l tor's License Law for the fqllowing reason ( Business and Professions Code: Any city or cou quires a perm1I to construct, alter, improve, repair any structure, prior to its issuance also req phcant for s~ch permrt to Irle a srgned stateme licensed pursuant lo the prov1s1ons al the License Law (Chapter 9 commencrrig wrth Sec 01v1s10n 3 of·the Business and;Proless10ns Code} empt therefrom and the basrs for the alleged exe vrolatron of Sectron 703(5.by an applicant for a 1ecls the applicint to a civil penalty 01 not more t dred dollars ($500), I I I, as owner of the properly, or my employee as their sole comperlsatmn. will db the work, a lure 1s not intended or offered for sale (Sec. 70 and Prciless10rn> Code: The Contractor's Ltcen not apply to an owner of property Who burfds lhereon·and who·does such work ·himself or thr, employees. provided that·such improvements a td or offeced for sale. If •• bowever, U,e bulldrn ment 1s sold within one yi;iar of·completion, the o wrll have the burden of proving that he•did no prove for the purpose of sale). I I I, as owner ol the properly, am exclusive! with hcensed contractors to construct the pro1ec Business and Professions Code· The Contrac Law does not apply to an owner qi property who ,_ provesJhereon, and who cgntracts for each pr contractor(s) license pursuant to the -Contrac Law). - i 1 As a·homeowner·I am Improvmg my home. a ~ ing corid1t1onS exist: 1 The work IS being performed prror t, 2. I have lived rn my home for· tw, pnor to completion of this work 3. I have not claimed thiS exemptro last three years {' f .. USE. BALt POINT .PEN ONLY & PRE$S HARD \ APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las .Palm~s Dr., Carlsbad, CA 92009-19j5 (619) 438-1161 - JOBAbOR~ir, •. · ·.. .-AV.ST.RO. 'THOMASBROSNO. I DA TE oLPPLtCA ~;J BUSINESS LICENSE # VALUATION PERMIT NUMBER Z. 7S-C.. o A::' ~a ,¢v<:S , k/~ r · C4'4 d dJ¢d C.,,¢~ ';i:,,cao8 3/2 9:k;J. /9/Z. ~ /,v..rf. ~ t,~o/1+-LB BLOCK ~j~~~ . ,J ASSESSOR PARCEL NO. CONTRACTOR ~~.1c..2,p2~2 ZONE-' 'K.f ,! • .P"'..¢-~ '2 o 9 -a&/ -e a, ./::L, .. ..,,.<?//Y ~.!"r~ c.; . n .,.,..,., . OWNER'S NAME . . I OWNER'S PHOI\IE ' ~ -.. . ~ . e::; ..... s~~ ci:~c:r4o-~r/Q" 438 -9'2 .s.-S-• CONTRACTOR'S ADDRESS STATE LICENSE NO. BUILDING SO. FOOTAGE /4,..~A ,S(.¢.2~-? 8/9¢?9:> tf-7boo OWNER'S MAILING ADDRESS . c,~~'° :.. :4.~A;~.,,..,,,.;,.c;,-,,;,,, c;;.,.-.e e,,..;...,4..r. ~NER : DESIGNER'S PHONE '2 ?'-.... 77 / o - bESCRIPTl.0N OF WORt: : " _ . ~tla,tiJb ~~,.,,,a~~,..e; Hc~,..J -. -.....,01.. ~-"\ i2LW"~ DESIGNER'S ADDRESS STATE LICENSE NO. - ·.cc.~,c..r;::...(J,,tJ-O;/,! MF/"T '+{) /--rt,, t11 ~ &S /7' v7~-d d t!:..,vd~ 0022 09/29 0101 02BldPmt 101836-~ ~i<g,1{ F/P FLR ELEV. NO t?-,.._ ,J:f{ ~ (1 ~E-STORIES vO NO --I .CENSU~ TRAQT' -I PARKING SPACE RES UNITS I GRADING PERMIT ISSUED I REDEVELOPMENT TYPE OCC LOAD FIRE SPA ·-AREA o/fr,J YO N 0 YO NO * NO Not Valid Unless Machine Certified -· ... 7&> QTY . v-z-.l'LUMBING PERMIT -ISSUE QTY. MECHANICAL PERMIT -ISSUE /$. a-CJ SUMMARY/ACCOUNT NUMBER -l • -- ~ EACH FIXTURE TRAP ,~1:1-l'J.;.--INSTALL FURN. DUCTS UP TO 100,000 BTU ID~ . .,,,, tlUILPl'fHMti" A, -nuolr,,.~0-8220 ""14-o'~- I EACH BUILDING SEWER '-~ OVER 100,000 BTU SIGN )l~ .A;f .4_ A .IL '1.0.11U~00·8221 ..... ,,.,... EACH WA TEA HEATER AND10 R VENT ..... r-BOILER/COMPRESSOR UP TO 3. HP PLAN CHECK \9AS\ .. 001-810-00·00-8891 ~&:.?-~, - I E4CH GAS SYSTEM 1 ·To· 4. OUTLETS 'Z-,.,lr. 80ILER/COMPRESSOR 3-15 HP TOTAL PLUMIEtl~N I~ 1<dlt\t-!i'!10-oo-oo-8222 fq/ ~.54'"\ -EACH GAS SYSTEM 5 OR MORE . METAL l'IR~PLACE ·ELECTRICAL 001-810-00·00-8223 h ,c:-r, ~ --- VENT FAN SINGLE DUCT -0 I am exempt under Sec. ------EACH INSTAL.. ALTER, REPAIR WATER PIPE -~!l'(CA'!)Y C.A~~.Q~-.i!llf®-8224 ~l"'V~ --,l:L6t",1,;, .j .,. z 0 ~ Z· w ,Q. ::E 8 U) a: w ~ ac 0 :r;,, f .... L for this reason _________ _ ---i D I hereby affirm that I have: a cCrtifh;ate ·self-insure. or a certificate of Workers· Com surance. or a·certihed copy !hereof (Sec 3800 POLICY NO. COMPA('l'Y ~-Copy 1s flied with the ·ci!Y 0 9erttfied copy 1s her~by fl!rni_shed CER'riFICATE OF EXEMPTION •F -WORKERS' COMPENSATION INSU (This section·need not be completed if is for one hundr~d dollars (S100} o D I certify that irf the performance of the this permit is issued._ I shall.not.employ any, manner so as tO become subject to the Wor sation L:_aws ~f California NO.TICE TO APPLICANT: If, after mak,ng t of ExemPHon. you should beco'me subJect t Compensation provisions of the La!;>or Co forthwith Comply with such'provisions'or th be deemed reVoked. · - D ·( hereby, affirm that there 1s a constr1 agency for the performanc_e_ ot'ihe work for, mit_ is 1ss~ed (Sec. 3097, Civil Code) Lender's Name ________ _ Lender"s Address ____ ~--- l I ,f consent to j lensation In-I ·Labor Code) i I I -I I ---~ ·1 I OM I ANGE 'I. he permit I less) ark for wh,ch i Jerson in.any-I ers· Campen-f . -1 1~h~~~~~e8r~ i :te. you must I ; perm•t:!hall j I I - i I ction lending 1 ~h1ch this per-1 --I I I I ..--,j .,-,/ ... II EACH VACUUM.BREAKER "1,,.7..I,,i l'L-t MECH EXHAUST HOODtDUCTS /~q,,,.-DEW!t.E®Ml~NT 1>!.)nrs:llG:11aoB!oe:-~e,~s - WATER ~OF.TNER I RELOCATION OF EAFURNACE/H&AT-ER f SOLAR -__ ...... _ .. 001-810-00·00·8226 --- " EACH ROOF DRAIN (INSIDE! 11/5,_ DRYER VENT STRONG MOTION 880-519·92·33 XK - TOH;L MECHANICAL -FIRE SPRINKLERS -oo 1:810-00-00-8227 ·-, ~,v-TO l AL PLUMBING I l<:-f / .... '\/.: PUBLIC FACILIT.IES FEE41f ~810-00-00-8740 -l.f-lf -i77 ...,_, - BRIDGE FEE 360-810-00-00·87 40 __ ,q /'7 - QTY. ELECTRICAL PERMIT -ISSUq ~d<i> QTY. MOBILE HOME SETUP PARK·IN·llEU (AREA ) _NEW CONST EA AMP'SWT BKR .1'\ .,. A CAR PORJ .• TIF 312-810·00-00-8835 -. ~oc.-t'1- -1 PH _/'J Pj, ?t!JdJ r:r JSoo...-AWNING LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EA AMPiSWT·th:1f ·rrARAGE FMF .. -. --... -· -... I 1 PH 3 PH ' LICEl'JSE TA?( 001-810-00·00·81_62_, ... REMODEL'ALTER 'PER,CIRCUIT .. MF~. t.f-.;r ~ 7,s-q6'880·S19-92-57 1./A,/t)...r~ ..,;.. -: TEMP P,OLI: · :/00 AMPS ; - --OVER 200 AMPS ' -· TEMP OCCUPANCY (30 DAYS) ~,. ~.' ._ 7"'i. -. -' ,•. .~ ,' \ .• ' -.,. ;, ~ '-.. , ' . -' · .. / i~-;o-; -~ CREDIT DEPOSIT TOTAL ELECTRICAL I ,}}~ -TOTAL I ' -1-3, , .,---TOTAL_ FEES PAYABl,.E /t}/-. ,-.Jl. - I HAVE -CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY ,Expi'rat1on. Every per.mil issued by the BulJding Official und~r the prov1s1oniof thiS-. * ·AN OSHA PERMIT IS REOUIRED·FOR EXCAVATIONS·OVER CERTIFY ·UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code ~hall expire by flm!t~ion and become 0'!11 and void If the bwfd,ng or work 5' O" DEEP A,ND OEMOllTION OR CONSTRUCTION OF •· authorized by such permit 1s not commenced w,thin 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT I& permJt. or if the bulfdinft or work a.utnor,zeq by such permtt is suspended or _ 'STRUCTURES OV~R 3 STORIES IN HEIGHT_ • ISSUED: TO COMPLY WITH ALL CITY. COUNlY AND STATE LAWS GOVERNING BUILDING CON· abandoned at anv time a ter the work Is commenced for a oenod of 180 davs. STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY ~LICAN1''S·~~ OWNERO CONTRACTO~ APPRa J,0 BY _ I. -{ rtjfyf{ ~ KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AN 7· /4 ~ EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OFT · · "GRANTING OF THIS PERMIT. . _ _ ;:_,., ~ / _ BY PHONE 0 c--.. A ~ .,I I .Q I/ 1/; 7 V" --.__ Q)' u::: ~ ~ 0 0. E Q) 1- 01 "tY 0 CJ c, ro CJ a_ 0. <I: I .>:::' C a: 0 Cl) Cl) Q) Cl) .,Cl) <I: I s: .2 ai >- Q)' CJ C ro C u::: C Q) Q) 0 0 u Q) 0. Cl) C Q) .r: 3 T ':_-. ' . , 4. r ,.. i"."r--'. SHE'.AT:RING .. ;,~R00F·-··[JS8EAR-···'···-. .., ... c.-'-J:··-· ·;~/. PRIOB.+O-----~--_--.-.,.--·-·-· . ·: . ;., ;°'/· . ··;'s ... l ·. .'"'.'L .. ' ' ~.-.-., 1,-· · :;-D El::ECTRIC UNOERGROUND .. O QfFER . . ·.. ,. . . -..... -.·, • :.. · ·. ____ ..... , . _ __ ~--·--•. > • •••• __ ,. ,0 ....... c ·-.: • ,, ·-· -.;,.... ~---v:: .MEC.HANICAL:_::,-:,;.. _ ... , .. ./ .i: . ., .~ .• ,_ . __ .: ---·. -'. . >Ct~1llt~Eit;;~tT[f ?~rr~ it~l; ;~;;:~.; ,}j.;.?r:·:_.,, --.. ·. , ... :: .. ;:._ ... :::._-~;-, ... ·· · ~;~ }?~> ~-{~(~ ~~~Mm~;Ms>r, ::, -· -~ ~:-,. t ... r.t~ ~i;-~· . ,_ ~ .... :-cAtt.:fGJR,FiNAt )h/Si!E'ct/ON:~WHEiN'At:LArlPR,CiPRiA-TE··0e:·· <. ·_::~ . -,;_; .' :. ·. .. ~ .. ' c. ',· ~-·:<···:' .. :. ·:-~ .... t:.' .. '-~--:~·:·: . . ............. :·· · · ' .. " · !' " ····A'·n·pRriVEDY' "·'· .... , ..... .,_ ··' -· ..... , ··, ._.. ·' ,.-.·· ... l:TEMSABOVEHAVE.BEEN 'r, V' .. ''.; -.: .• :. ,•.c,:'. ·.-~"'~. .. . • ,--•. ·, : •·. '.,-; .FINAU 1 ·' j _.:·:.~·-,f~---·':-:. :c ... ~-,, _ ~~'---~:·.-~ ..... \ ---~~:~--. __ :,.:. ~ ........ ~:,:~:.· .• ~-;·-·.\: .... ; .. ,__ ··-.;· >~~.,~-'~ .. --~ .. · Pi:UMB'INc'L -· ~-·-·. -"-"~ . '-· " . '• . :· :..~ . ·,L ... ,. ,.,~ -~ ,_.. I ..,._ .... · '-. r. .• ..., • ~1 '· . ELEC:i:RICAL -. . :M~cHANTdfti J. ·'.·,: • ':_ ~J~-~:-,-..;..,.,., __ . '.:: ~ ---: JiAs~::, :~\_·~ ::./,·_._, .. :si.Jil::.DIN<i~ ·' ~ --. ·.· -~ :.·:·. · · -:~· -·--' -,SPl;CIAf.c'QNi)ftt16N.~. -. 'le rJ" :~. --_"t-,.,~ '"' ..,,,...,-,; "'I, • -~---;1--"'.r· ."~--· .-, :..:~,.:::~·~"""-.·~ -~~-:.:.· ~ -~~, _:_____:_ ... .,,~ '! _)_ I .,J, r f .<J:~-: \.(;=,:~:: .. :'.:: ~.:·:.:_/\' :~.\:._ ~ '.· . ·, ..... :·,:··~ :. . . --.. -.:' ~ :C--;. 1 --_:_ .:,· ·:· _.·,~~i': .. ; ---~-_ ·_:r·:/ :~:-:/· F-4-. -~-, -~:-.::· .. L/ .. -:d,: ,:_·;_ -~ .~ ,-r-: •, . ._-:.\-_: ~.,.-_'._ -1' '{ -:..: 1".' .i ··~ ;.J;- r.· ·,;• ·' ... · ) ':1' er \' :;~ 1,:_,: {}-'.· :i•\ - .-.._,·::~ -• 4-+~,. , , . .. .. :··;!:'[.·---. .'. ..-. -.. ,.. . •. .., .. ,. •. . ....... -· · ... ., ' . ~ ·-·. . j . 'L . ' .. , ... ·:; -, L:. f'"" ·1 ... . ' f ' ~., ...... _ '")' ... -, .. _..,. J· -~._ ~ _, ... ~,!", J •• --.~ . , . .. .,., ~ ., 'I' .:_ - ·' i .• {i DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB L-:--r. n8 i?ARLSo~o OAK~ B ... ~. ~~- ADDREss ;;J /.~LL / rnv~ 4tl'E,--N<-,__..,.._~_,,1--P-LAN ID NO. ASSESSOR'S /) r) I D--r\ \)I PARCEL No. o< ()7 -Oo / -.LJo OWNER'S &070 P,.1/E-JJDJP.. E.N'GINA~ MAIUNG . ..-. ADDFtESS . t-l:=!::.9==,+-=:, -·--------------------1 0013 05/26 0101 05Misc. CITY (F')RL,S ~D ZIP 9 lco8 TEL. 4-~8 -9 2s~ VALIDATION AREA CONTRACTOR -----------------------! ESTMATED VALUATION ~()C,Ou -fC() ~ . ' 1570-00 PLAN CHECK FEE 001-810-00-00-8821 CONTRACTOR'S MAILING . ADDRESS ----------------------1 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES * ~s70- CITY STATE LICENSE NO. ZIP BUSINESS LICENSE NO. TEL. WILL BE FORFEITED. SUBDIVISION 74--2-l LOT(S)--~---"----:------t---------------------- LEGAL DESCRIPTION 11AkP ltl37J ~ DESCRIPTION OF WORK /IL7-t..Jp ' ' ~ CONTACT PERSON /OM A,1.,...J6R.'-/ I cITY .SA.JJ D1ec--x:.> zIp C/-Z I lO TEL. 21&-77io APPLICANT'S SIGNATURE DATE White -File Yellow -Applicant CHECK IF SUBMITTED: --z _)ftN"ERGY CALCS 21~NERGY CALCS .,.,...--,=oR NON RESIDENTIAL BLDGS ~ 2 'STRUCTURAL CALCS 0 2 Sf)ILS REPORT~. ~ 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE LA COST A LETTER SCHOOL FEE FORM P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY Pink -Finance Gold -Assessor CASHIER'S VALIDATION C!Utu nf arartshah SEWER PERMIT APPLICATION SEWER PERMIT NUMBER: SE -"• / ,::-, APPLICANT TO FILL IN SHADED AREA '~} C-·' PC ·'•7 -;::i Iii_ BUILDING PLAN CHECK NUMBER: /,--, I k·'!',...-~~ f_<_/~~.;;..;:'~--:, -/t~ ;.,.;;.•J,,,' .,,.« ,, I ,--...,.-'lrt,,,,.. 2.7.·:;"~,,:: ~/...::..:2 ~ ,· IA:;: 11.-.::..r.r !!l l I ,-i,,k BUILDING ADDRESS: BUILDING TYPE: ' ' ·, +; .. , I. ,I /::-, ~ .•. -' ' c--;l .. .;~~~;? -~:;:;:, ,.r· -~,,./......, .... ,.:..·~·::,of? _:· t;;, ' ·i'~ /'., I •.:...-NUMBER OF EDU'S: ·' . , OWNER: _,.,,1-<.{c:.~ l. -~ ,,Si<.,.;.:; ...-~ c:7.;..~:;;, ~~ ... ..,,~ --==>,•::-".---_,,.~ '..,r CALCULATIONS: ~1 -, \ ,-, ,t1-:-1 ;"'•! ,J ' :: . /,, t. r·· MAILING ADDRESS: (.:::: .. :::::y~ _,:'1>-1,,,#;:_:-: .._r ii-:.,... --.,:! ~ ... .,.-·..: ,,;;.,r t'\-~ ' .. ,.\,. n i-Tl-: Ii•,, ~ ......, 7: / ' ~-.... ! '-' ,._,' l I till,· i::. •i ,.;._,,;. i::t ,-I -_ir . _.} /'! l. .(') [/'lt.i --., .. ~?~~~-~ c·· . i J I . ----.~, -~ I ,} . -. CONTRACTOR: ..JI.-:., j.· 0.•-t.,J., ,,_,.A · .,,,,._; I f,il~ •' /--, __ ·/ •' I __ ...,. ____ ,. MAILING ADDRESS:?:) ·6·:b ,--lffi,{,,.::~ .,s.-·;;., J '('. ·7 0 / .:...£? /'.:, . f ',,i 3 ,~~-Y'~ __.. ..... ;r .... 4/Ll ~ -/,, '-. .. ... ',!\J .. ; .. . ·,· lff '-·t 11·,i. -,,1·,·, '. ,, 1r•j ~-. ' •' LEGAL DESCRIPTION: CONNECTION FEE ..... -:; ,J.{' 7"---:~ ,-:* ~ ' '--/·~ ./.-) L..:::, ·-<-.. .;...;;::.5;~-~ -:t.;:,, }} l1 Lil'.-.:::,:.. '' l/,~j,, ~-.':..' ... f' ~ -~"'.: -· + .,,,. ... ..,. "'COST PER UNIT x NO. UNITS /.,__,....J ;;t M ·(. ' A .,."'.' .. : ~,3~72 c·.,,.-?~~-. .~· / ~ t,-::.,. .. /' ,,,,_ -,I' . ' Jl--,.:._r...,.,...-, <4 ' LATERAL CHARGE: •,I~, ,.,/J; ,t • t ~ 'I -JI. .., . t .. ' -----~ TOTAL CHARGES: . -· 7---~ '. .. , ' { J . • 1 • -• ' t ' ·-. -.-. .,I ·:)...P ---Fl 2 o'ji~ l~ l ·-l ASSESSORS PARCEL NUMBER: __ ; .::::,~-""" ' PREPARED BY: l f !-~.d I '(PRINTED NAME) .-, \ . -. --, -/-, I COMMENTS: k..-. i ,. ,; ' l ,l •,' I J I ~. I ....... / .• ,• , t I , • ~ M"" ' --. WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant CASHIER'S VALIDATION <!Utu nf C!tarlsbah S·EWER PERMIT APPLICATION SEWER PERMIT NUMBER: SE 7, I , -· ) , I .," APPLICANT TO FILL IN SHADED AREA ,-d ~ -. I l .. BUILDING PLAN CHECK NUMBER: PC -, ' " 7.,/ __ :,.-,\ : , BUILDING ADpRESS: 27:;-g_ Go_.c;;;.~C ,,/.l:r-~ Yt<~...i~ 'BUILDING TYPE: ,;)E 1,.I ' '. /·-/; , / JI , . c--:.-1 .e~ S.-1-~·;1.;,;;, C~l't:... '-7~ ., -::, a NUMBER OF EDU'S: , ,,. / ,:.,:::: . ..-:::--.r··-i;) . ~.;-~-,::', -.-:/).-*CJ OWNER: ,, "'""';I ..... -~ ~-<,..,. CALCULATIONS: / MAILING ADDRE;SS: (_;Ci 7'!:) r'./,/t.-1·~··,1.,,...',f 4; t'C .··· ;·; •. $'· ((1 ~'J_ \ ,1~1 -r,' ilJJH <r ~'=! .n, l l, :, •'· CONTRACTOR:. £?uN --~-.'/, C:' ...--.. 1-,-~ "'~ . --, _ _, .. . .,,..... .. MAILING ADDRESS: ?-:::i r ,_;:h -...;_, B4-~~ s-9 ~-.;;.:?, ·---C -./ ,;.,. / -.... / ;r1'\-~t ~~~~:..1 /-.." ,,,-''l.i;:J""1~,a,,Jli-~ :..,,, V .:;:; .,· -., ,,. LEGAL DE;SCRIPTION': CONNECTION FEE ,-' ? C .,, ... ,·.'-.-,.. ,;,,,, ~ c::::, ... -; ..::...:;i· ~ .o .. ~-_..,;~:.;:::, ·--~_, ---·, --COST PER UNIT x NO. UNITS d). ,-/ . .· -. , .... (" ~--..::: ..,. .....,;) ............. ,,,.,~----.... _ .•. ' -/~ if'/ ' '. /2v.:.· -~~ .. .::-,,.-.. ~ /OJ ;72 LATERAL CHARGE: ,.n<·, ,-t~ D}c.) c,,_. ti/"~ 74--z..1 ,, I/, ,1* .,,:,,,.:,,,.. TOTAL CHARGES: '--:-_\, j .' - ASSESSORS PARCEL NUMBER: 2.. ..:> ·-:; ... .? y:;y ..... :,,8 PREPARED BY: 11 }"'l i .. -...... J -,/\,.'t \-~.,.!. (PRINTED NAME) u\ ·11: (; f.:'1 I... 1·,'\tl!/.. r \It ' ,-:: ' t ',1,•1 )7 7, 1.2 _.,: COMMENTS: f ' ,~.\ U1 I ,:, f\ l_ .. l~-1 .j l. I.. I \ l . , l:. ' JI ~ .,I I : • \')f ,, l' }""--._\ ,, t· - WHITE: DPS GREEN: Finance CANARY: Water PINK:-Building GOLD: Applicant 87-211 BEDFORD PROPERTIES tl 87 . 09 . 03 SEP ·91987 Mr. Lloyd Hubbs ~ crnr O!F C!.1F2L£Gi' fO EmGm&:£RiNG DEPPd~n1i:ffr City Engineer, City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-4859 Dear Mr. Hubbs: To facilitate the issuance of a building permit for Kaiser Optics' new facility in the Carlsbad Oaks Business Center and per your request, I have obtained the projected daily water usage for Kaiser Optics. The figure is 5,600 gallons per day (35 gallons each for 160 employees) which represents full _capacity of their operation which will not initially occur. It is my understanding that the City and the Buena Sanitation District have agreed to additional leased capacity for the sewer line affecting our and Kaiser Optics' property and further that the City of Carlsbad has approved and signed the Agreement. The Buena Sanitation District has indicated to me that the Agreement will most likely be scheduled for its approval in September. You indicated that "technically" the finding cannot be made by the City Engineer that there is adequate sewer capacity for Kaiser Optics until the Buena Sanitation District formally approves the agreement. However, you also indicated that you may be able to find adequate capacity within the "old" existing leased allotment to make the finding for Kaiser Optics now. Since Kaiser Optics' daily water usage is relatively low, I anticipate you will not have a problem. Please let me know if I can facilitate this matter further. Sincerely, Jo Ann Shannon Project Manager JAS/rm 9-3Ll.JAS Bedford Properties, Inc. A Diversified Real Estate Development and Management Company , 2011 Palomar Airport Rd. Carlsbad, California 92008 Telephone 619 438 2636 FINAL BUILDING INSPECT.ION PLAN CHECK NUMBER: DATE: ;~,_,,L~t;f""' °("~f--:-,~·,• "-•-~ -fr'"t--~ ff""'("'" PROJECT NAME: _______ ~ __ ._,_··_· ._ .. _·'_·~-=-i·_•1,_1_~-~------------------ ADDRESS: _______ ;_.!7_t_:,_} _f_ .... -_i:_,: __ i_"_•_"•_\f_:·_· _: _·._:'."_,•l __________________ _ PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: __ ·_:.-'i_'f"~f,,..._. ~_· f_·_,._;-,_J_/_. ,_h_··_<._' ____ NUMBER OF UNITS: CONTACT TELEPHONE~· ___ ~_3_1_-_,~_~J_~------------~------------- INSPECTED J)D BY: u,--DATE 5-;)S--ffi )( INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: _________ _ INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: _________ _ INSPECTED: APPROVED DISAPPROVED COMMENTS:------------------------------~--- Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION ' . PLAN CHECK NUMBER: 87-274 & 07-274E DATE: !l-19-3:'l PROJECT NAME: --~--';_o_iz_,.,,_;;;f_~_E_'=l_ .. ~_c_t_ro_-_O~·p_t_ic_n __________________ _ ADDRESS: -------,,~"""' .. ~ .. -e-'..,,.1 _l_.o_r_~C._·'r_J._-\_v_~_\'J_e_s_t __________________ _ 2752- PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: __ o_f_·f_i<!!_e_/_r_n_fg_., _/t_·1_h_o_o ____ NUMBER OF UNITS: CONTACT PERSON: ____ ;.:a_· ill_, _t'f.,_.,1!_:t-"~-;:_c_! __ {!_t,_~_~_~ __ O_u_1:_1p,_~_h...,,_}'_C_O_n_s __ t_ru-'----"-c-"-ti~o--n"'----------- CONTACT TELEPHONE:, ___ 9_3_1_-_7_7_3_3 _______________________ _ an dept INSPECTEDLJ a -~-'L DATE s/4y.FY APPROVED ~DISAPPROVED BY: , 'M~ c~L INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS:-----------------------,------~----- -Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ~------------"'-- FINAL BUILDING INSPECTION PLAN CHECK NUMBER: fi7-274 C D7-27~E ADDRESS: PROJECT NO.: ________ UNIT NUMBER: TYPE OF UNIT: 1)ffk'.'.) / ::"'11('.J, ,.-,Jh"t,:> ____ --__ • ·-•=;;.; __ ._ •-_ ... ____ NUMBER OF UNITS: co NT ACT PERSON: ____ i:J_' i.W_·. -~~'..-_~~~;{~?_!C_,,. _U_;;J_~_·a;_~{ __ 'J-'u~1--,"""p_h..,o·~-' _C_Q __ -'-n"""o-"t"'-i"=u_r.-=t~b~. i~1 _________ _ CONTACT TELEPHONE: ___ 9_3_1-_7_7_3_· 3_• _______________________ _ INSPECTED ·BY: _________ _ INSPECTED BY: _________ _ INSPECTED BY:---------~ ~ASTiECTED: 5c-;:)6-9 APPROVED ~ DISAPPROVED __ _ DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED __ _ DISAPPROVED __ _ COMMENTS:---------------------------------- Rev. 1/86 WHITE: Suspens!) BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION RECEIVED MAY 2 O 1988 PLAN CHECK NUMBER: DATE: ·:'.sl::;,:." ,-;1, ,.,..'.le, .. ~--i:-'i\'•3f,,,.,~ PROJECT NAME: _________ ·'---~_,.._• _'·'_'·"-=-·:•_•_Jc.._~_· _________________ _ ADDRESS: _______ ;_!i_f_;t_: _L_,_;!_.::_A_"'_i_~~-V_t.:_·.·_zi'_1'.'_~t __________________ _ PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: __ 1_i~_'f_l-_~··-~f_;-_,,_f._J_/_,·;_;-,_·:_.~0_' ____ NUMBER OF UNITS: CONTACT PERSON: ____ L_ii_J_('i~}i_·:·_;~_•.:_;L_7"t_J_t_r_,;:-_~· : __ ::._:iu_i_,~i'.'.'4_11~'t_1 _C_("I_' .,_:·a_::,_t_i~_,J_·'.':_'~i_::_,;·_t _________ _ CONTACT TELEPHONE: ___ ,_JJ_1_-_1_7_J_:J ________________________ _ ~Ny~PECT~~ DATE hV ~ INSPECTED: .S:~7J APPROVED~ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS:--------------------------~-~~---- \' Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 87-274 & 87-274E DATE: 5-19-f!f-l m:1iser l:k:c'i:ro-01'.ltic'"' PROJECT NAME: --------------=-1 __________________ _ 275!J Loker Avi;) ri<::st AODRESS: --------------------------------- PROJECT NO.: _______ UNIT NUMBER: -~r -~---PHASE NO.: _______ _ TYPE OF UNIT: __ o_f_·f_ic_s_/_m_f_·9_/_~_'Jl_1_3t._"' ____ NUMBER OF UN ITS: CONTACT PERSON~· ____ U_U0_~_1Y~.p-~~·~-;~_C_,~_1{:fj_'_~_;i_.(_D_, _u_n~p_h~}~'_C_O_,_n_s_t_ru_c_ti_o_;1 _________ _ CONTACT TELEPHONE·~ __ 9_3_1-_7_7_3_3 _______________________ _ ,., I INSPECTED ~ DATE JUN. O 1 198 BY: INSPECTED: B APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED Costa Real Municipal Water District COMMENTS: -----=E=n_..g""'in-'--'e=-e=-r_in~g"'--=D_e-"p"""'a_r_tm~e_n~t __________________ _ (619) 438-3367 COSTA REAL MUNICIPAL WATER DISTRICT lr--... l C.v._ MUNICIPAL WA i ._ Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire 't:, July 20, 1 987 Kaiser Eleccro-Opcic 2701 Orchard Park Way San Jose, California 95134 Attention: Mr. John Balkwill KffDMM!:NHOfK, McKEUWfl' & ASSUi,;. f?IECEIVED JUL 2 21987 Approved by: ______ _ Amount: Com~nts: · ..,. .. ,..,.,...., _ _,.,......,,...,..,~,.,...,,,,,.,.. SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. SOIL ENGINEE.f!ING & ENGINEERING GEOLOGY Job No. 05-6807-001-01-00 Log No • 7 -1 8 9 1 SUBJECT: GRADING AND FOUNDATION PLAN REVIEW Lot 8, Carlsbad Oaks Business Center Carlsbad, California Gentlemen: As requested we have completed a review of the grading and foundation plans provided by Krommenhoek/McKeown and Associates. We have found these plans to be in general accordance with our recommendations except for the following items. (1) The foundation plan shows 2 inches of sand beneath the moisture barrier. We recommend that this be increased to 4 inches as recommended in our geotechnical investigation. (2) All footings should be founded entirely in either fill or bedrock. The grading plan indicates -that a cut/fill . transition will be created during fine grading. To prevent possible differential settlement, two option~ are recommended: (a) deeper footings so that they all are founded on bedrock: (b) overexcavate the building pad to a depth of 3 feet below bottom of the deepest footings, and to distance of three feet outside the building, and recompact to finished grade. Footings may then be constructed as shown on the foundation plan. 6455 NANCY RIDGE DRIVE• SUITE 200 • SAN DIEGO, CALIFORNIA 92121 • (619) 587-0250 ! Kaiser Electro-Optics July 20, 1987 Job No. 05-6807-001-01-00 Log No • 7 -1 8 9 1 Page 2 The opportunity to be of continued service is appreciated. If you have any questions please feel free to contact the undersigned. Very truly yours, SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. Robert M. Pintner Staff Engineer RMP/AFB/mp Distribution: (1) Addressee An~iuef.: Expiration Date: 3-31-91 Chief Engineer (1) Krommenhoek/McKeown and Associates 40333 RCl} .B'i:xERCCO: TELECIJPIEF: 7D10 ; 6-1-88 1:52Ht-1 1213432[)378~ JUN 01 '88 12:53 WHI/LB,CA,2134320378 P.02 ~ • ¾&2=:S ii• WRrnock Hersey lnternRtionRI, Inc. 117 E. 8th Street-Suite 520. Long Beach, CA 90813·•4310 • (213) 436-9897 • Telex 62009822 • FAX 213-432-0378 June 01. 1982· Mr. Pat Kelly City of Carlsbad Community Devlopment Dept. Dept. of Building & Safety 2075 Las Palmas Dr. Carlsbad, Calif. 92009 RE: 1/4" THICK WIRED GLASS FOR USE Ai 2752 LOCKER ST. Dear M:r. Kelly. Pursuant to ou:r conversations and noted herein are the :results of the wire diameter from a sample submitted to this office by Tom Heustis of Dunphy Construction Co. on June 01, 1988. The glass is reported to have been manufactured by Central Glass Co., Ltd. of Tokyo, Japan and no certifications have been supplied to verify ihis. The glass was found to be nominally .2ssu in thickness with the welded wire embedded at mid point in a 3/4" square p-attern. The wire was removed by breaking the glass that was placed between sheets of cloth and wood and struck with a mallet until the wire was fully exposed. It should be noted that the removal of the glass from the wire was only such that a minimum of exposed wire was subjected to impact during the removal process. The· wire was found to be nominally 0.185" in diameter and does meet the UBC code requirement, and as such is acceptable for use with I~arnock Hersey listed and/or labelled products when installed in conformance with their applicable listings. the minimum penetration of the glass into the vision lite frame or the f i:re window is to be not less than 3/8" around the ful·l peiimeter and must be installed with an approved glazing tape, compound or putty. If you have any questions concerning this report, please do not hesitate to contact this or any Warnock Hersey office at anytime. Respectfully, Robert D. Flores Operations Manager cc: Dunphy Construction Co. Q. Meyer WHI B. Shankev WHI , ''Quality Assurance through Testing ancl Certification ' Since 1888 RCl,J BY: ;.,<EROX TELECOPIER 7010 ; 5-25-8Ei 12: 35AM 12134320378--;. MAY 25 '88 11:36 WHI/LB,CA.2134320378 P.02 ~ -;·~)t-M,,aYI~~)* W;unock Hersey lnternntionRI, Inc. 117 E. 8th Street-Suite 520, Long Beach. CA 90813.43 IO • (213) 436·9897 • Telex 62009822 • FAX 2 I 3-432-0378 May 25. 1988 Mr. Murray Greengrass Murray Cabinet and Fixture 6360 Federal Blvd. San Diego, Calif. 92114 RE! KAISER ELECT~O OPTICAL 2752 LOCKER ST. CARLSBAD, CA. Dear Mr. Greengrass, ?ursuant t.ravelled installed to your request, a represen~ative ~rom Warnock Her7ey to and inspected the 20 minute fire door assemblies at the above referenced location. · ~ 11·st of the discrepancies noted at this ihe following 1s ~ ·£· d locatton and until these discrepancies are cor~ected an~ ~er1.1e to be within conformance with the manufacturing spec~~ication, machining specifications and the applicable code requ~rements, ~he certification labels attached to each respective product are considered null and void. 1) The 1/4" wired ~las5 is required to be inserted a minimum of 3/8" into the vision lite frame around the full perimeter. 2) The 1/4" wired glass is required to be reinforced with a minimum of 24 gauge (.0201) wire. The wire was measured to be .016 unless qualified by testing in conformance with U.B.c. 43-2 (for doors) and/or 43-4 (for windows). · 3) The vision lites must be a minimum of 6" from any edge or cutouts, including the back edge of any mortise pocket. The pair of doors that lead into the warehouse are within 4" and are therefore not acceptable. 4) The lobby doors have been field prepared for an electric strike and these doors, manufactured by Like Manufacturing Corp., are not approved for this type of hardware. 5) All pair assemblies must have a metal dust box in the inactive doors to be in compliance with their listing. 6} All pair assemblies must have metal meeting edges. 7) All pair assemblies with automatic flush bolts were found not to comply as the lower flush bolt did not engage into any type of receiver. 8) All window assemblies must have the 1/4" wired glass embedded in glazing putty and must be behind the stops a minimum of 3/8" and the applied stops must be attached with #8 sheet metal screws at 3" from any edge and not to exceed 8,. on centers. "Q1,1ality Assurance through Testing and Certification" Since 1888 RCV BY:XEROX TELECOPIER 7010; 5-25-88 12:35HM MAY 25 '88 11:J? WHI/LB,CA,2134320378 'M'l,nock Hersey lntetnadonal Inc. Murray Cabinet & Fixture May 2S. 1988 Pag~ 2 12134320378-:' P,03 9) All door and transom assemblies must be manufactured and i nc;t r111 R1i ; n nr"rrirrlrnrri't'i' Mi th thF" mflrn1fnrt11rPr"i <=nnPr if i rr1t i nnc::; for labelled assemblies. The paired assemblies do not meet these requirements as they are not produced per the specifications and until the corrections are made end verified the certification is null and void. It shoulct be noted that the vision lite cutouts were conducted in the field and are violations of the applicable code requirements and Warnock Hersey policy, however Warnock Hersey did inspect these doors and find that the cutouts wer~ acceptable to the manufacturing specifications with the exception of the pair to the warehouse as noted herein. Until all of the discrepancies and violations have b~en corrected and verified, Warnock Hersey will consider the certification labels attached to the products and openings in question, null and void and any implied ratings will be considered the same. If you should have any questions concerning this report, please do not hesitate to contact me anytime. Respectfully, Robert D. Flores Operations Manager enclosures cc: City of Carlsbad Like Manufacturing Corp. Estrada Hardware Co. Ceco Corp. Dunphy Construction Co. ,. :.i-·· ·-··· ~· ,, ,. RC1) BY:XERrn-< TELECOPIER 7010 ; 5-25-88 12:36HM ; MAY 25 '88 11:37 WHI/LB,CA,2134320378 1213432D3";'8~ 24069;1:t 4 P,04 ,ua., lt-·r.=1.1.ID,'~~a W;unock Hersey lnternr1tionRI, Inc. Sin<:e 1888 I 17 E. 8th Street-Suite 520, Long Beach, CA 90813-4310 • (213) 436-9897 • Telex 6200Cj822 • FAX 21 3-432-0378 FIELD INSPECTION REPORT LOCATION ~~~-~~~-pj'.JJ~- -~ J~==--~~L -~1-------- DATE 1.JH1 1NsPE1.::r1.::iR_ R. ~s----··- PAGE 1 of -~- DIFICIENCY REPORT ATTACH.ED~ YES Y:.._ NO NvNE JURISDICTION:CJ!::L2i_~~------REQUESTED BY!_Hy~~-=-~- ADDRESS: ~l..~-~~~.J.8"_-:..~£,-j._£4:-H~~~~!Gi.~~l.,!'-!!?f:-k ____ _ ~~.-~--'--i~J-~f"'~~~.2..~-~-~---------- ATTENTION: !ELE?HONE: FRAMES: DOORS; '£Au \).l~ CA-q 211v ---------------------------------~---------------- ~~-Jk_~~-tL~_}d9~~~¥-g:PLW~~~~w-~--~~~- ~-~C£.._Co.£_£.Y--~-~~--4EJ~-~jL----------- .k.u:;;g. _ _H~-~--~~~~-~-------------------- HI NG Es : .H_o~L-~ __ j.!.~?--1:..!.L~Y--~~ld.iL~~-~-~~-~------ LA TCHsEr: ~3E: __ Z,.1t.i_'"l_l:_~~-~-~li0!:f.:-_g~:r-~-~~-::~~ CLOSURES: -U~--~A'?.S-~-~..:P-___________________________________ _ GASKET ING: ~~~S-W..<4--~+~J:.~_J?...!~~=::-'::Lff~------ THRESHOLD; ~~~---------------------------------------------- COMMENTS; ~~-~-~L~~1:!l-.!S---2~~-~-~~~AJ~~~~=- ..!2x...~~-~...:'.?~-£-~--~~----------------------- -~-h-~~--~8.-~~-?8-..!j.--_;a __ ik~_e;c_~-~ --c\{&~'-klt_~-.l~--~~-~~-~.:t-~-~- ~f~ ... -~c-~.:~-~-9~@_.JJ-!.._~'\--{1>1~26..~ \ ~~-~-~~--':tu~,-~.P--~----'"o}..~---'-~Q'±9.J.~-~ J ___ .... _ ,. -·-•-• • •--• ••-•---""·-.. •-•,,,,.'II oil t• , ,t•,r--o, --.,.,. ••-t" -••• • • •, ~----- RCV BY: ~<ERIJX TELECIJP I ER 7010 5-25-88 12:36AM 121343203'?8--:t MAY 25 '88 11: 38 QHI,LB,CA,2134320378 P,05 FIELD INSPECTION REPORT DIFICiiNCY REPORT FORM PAGE ,2-_ OP __ _ LABEL NO. RATING PRODUCT OPENING NO. NATURE OF D!FICI!NCIES \CI c; \ \ -------- \O?-\ \ ' --------- ~;~7- _'17.3:!::..~ \ \ r1 1 ' / ' --------~ ---....... --------------------~------------- ------------_______ ....,. ___ _ ------------~-------~----~--,, --------------~----~~---------------~---_\t(,.. \ \ -------~ ------------------~-------------~----~------~--------\ \ «\ _______ 11.U,1_..,..._ --~--------~-----~---------- \O~ .-.....,.. ____ .,......, __ _ -~-------------~------------ V -~-----~ -~----~-------------~~-------~------~---------------- l~ v-· ----....... _,_ ___ _ --~-----~------~~----------~ ,~ \, --..... "'""--------~~------~~------~---------- 1~\ A-~ _ _,. ______ ----------------~~-------~---------~--------~-------- I::..<, i.-~ ---------~~---------------~~-----------~-~------.Ht---------~-- \ 0 '+ _..,. --...... ------.-_...., ___ ,..... ----------~-----------------------~----------- ___ ......,'4,M,-, ___ ------,~~ - -~~-~-~~---:_:------~~-~~ -----1~------~--------------------~-~ \00 .__ --...... __,,.,.. _____ _ --------~-~-------~----~----' '1l) ·o~cf!:S JO'( A ______ ..... ....__...,. __ cos-___ _,_ ______ _ ~J_t_1 _____ _ ~s~ _..... t.,--t,..,-""'"" ...-- IC07 --:;:---·-N~-#w~~~ ----=-- ) .•, li 1, II • F:0} \ BY: XERO:-< TELECOF I ER 7010 5-25-88 121343203r-;ie~ 24069;J:l 6 MAY 25 '88 11: 38 WHI/LB,CA,2134320378 P,06 FIELD INSPECTION REPORT DIFICIENCY REPORT FORM PAOI .,.:'3,_ OF _a LASIL NO. RATING PRODUCT OPINING NO. NATURE OF DEFICIENCIES -----------------------~---------------------------------·----- ---------------------------~---------~----------~----------~- ~--~~-------------------~--------~---------~--------~-------- -~-----------~ ----~~------------~ -------------------~-----~-- ~~----------~----------~--~-----~ ~------~-------------------- ~-----~--------~--------------~-~ ---~---~----------~--------- --------------~--~-------------~~ ------------------------~--- ---~-----------------------------~------~---------~-------~-- ---------------~------~~~------~~ ----~---------~~------~----- ---------------~-------------~~-----~--------~-------~-~----- --~~~~~------------------~--~------------~-~-------~~------~ -----------------------~------~----~~------~---~-----~-~----- ~----------------------~--~--------------------------------- ~----------------------~-------~--------------~~------~~~---- ----~-----~---------------~-----~~------~-------~--~~----~-- ---------------------~-----~~---------------~---------~----- ---~------------~----------------------~~------------------- --~-..... -------+--------------------------~-~~--------~--------- ______ ..,.,. ..... _ ,.....--------~---------------~-------~------~----------- -~-~------~--------------~--------~--------~-- --------------------~-----------------~---~--~ -------------------~--------------------------- --------...,...,.... ___ _ ---1,,M.·-,..,..--___ .,., _______ #,.. ____ -~-------.................. ______ ,..... ___________ _ .. \ j (•· i,., ~., " ··' ,.- 1.' ,. I }'.' r ; ... ,1 r (• r l t' . I SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY October 28, 1 987 Kaiser Electronics 2701 Orchard Park Way San Jose, California 95134 Attention: Mr. John Balkwill Job No. Log No. SUBJECT: OBSERVATION OF FOOTING EXCAVATIONS Kaiser Electro-Optics Facility Carlsbad Oaks Business Park, Lot 8 Carlsbad, California Gentlemen: 05-6807-001-02-60 7-2424 RtEcfnv1.:o ocr 3o 1987 DVNPi·U-y We have completed our observation of footing excavations for the Kaiser Electro-Optics Facility at Carlsbad Oaks Business Center, Carlsbad, California. All footings were observed to be dug to bedrock, and were a minimum of 18 inches deep and 12 inches wide. At the time of the observations, the excavations were neat, square and free of loose material. The excavations that were dug deeper than 18 inches to reach bedrock were backfilled up to the 18 inch level with a two sack concrete mix. This is acceptable in our opinion. If you have any questions, please feel free to contact the undersigned. Very truly yours, SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. fl Robert M. Pintner Staff Engineer RMP/AFB/pb Distribution: (1) Addressee (3) Dunphy Construction Co. (1) Krommenhoek McKeown & Assoc. (1) Burkett and Wong RECE1VED NOV 3 1987 DIJI\IOHV 6455 NANCY RIDGE DRIVE• SUITE 200 • SAN DIEGO, CALIFORNIA 92121 • (619) 587-0250 f ~ ,w~~ -r ~ -• • " -~ ti~95H686 SAN· BERNARDINO-(714) 884-8828 I OjJ · · I mi',g, Inc. Highland Soils Engineering, Inc. w ~'""""" '"" Highland Geotechnical Consultants, Inc. -S GO ( 1P9) 58:Z;.0250 CALABASAS -(818) 888-4994 FIELD ME:MO ~ o Soil -~mJering, Inc. Coastal Valley Soils Engineering, 'Inc. S~nrrcal Consultants, Inc. Coastal Valley Geotechnical Consultants, Inc. .1-,..ic·"'l,r C) ,;-' -(, 7 o .J · Cc ! - Date./~-_;~ 7 / /r:· CLIENT k '. "'~ 9.r f !,.,<:_ ' JOb # 0'2 -/2 C> 7 ;. .... . C er 1 • t .. , -,.{ Oc /(_ \· # __, ; Project L t· · -Tract No. -----. "'-,,,. -" ~ -.. oca 10n. ,-:,,/~~-: .. I,., Grading Permit No: . Lot _No. -:----....._, -4>"'-.. /·-: ,,,., J l Subject: y· i; xr~ Jc_ r_,. ' ...,,. ...... , ~ / ? 1\ ,_. \ - _) l+rv .· ""r>J -L~ I J :: () n ../\ ,-..t C--i (> 'JI(./ I J ~; ;;:.,-•_........ • .. --1 f ... I J l I rf; /: L . ...-•'c C 1· v r j'~ ') u. ~ x, r.-::. vc::. .J ( .. \ J I I 1 ,_j ,,.-. ...... I . -... --.. _ ( -f,·:,.-)-t..>. ,~)L. ~-r; t v,~d I /,/ (_..., I 0-, \ 1.,,,-J O -rr --1?.J /\ l-_.r,,--i( I I ,- \ , - l ~r1 C: l _, .-r· (! ./ . c .. f (: 1,,-. rl' \ ,J() /·r &'\ w-1. t-1 l,/V'\ v1 v.....-1 '= x= d L,-j .. 1~-{ C ==-I rt·. ' I > -· -;,., j_ (J {"~ ' ir' -, " &; I/ rf . ( ..,___Qi, . / .. J. L . _ _,_ .... ----. ·-·- I ~-JJ('f J~ -f-L't/1 V\. J. C j 1...,..., V\ d {ij ,;;.__ f#1n '°;;() :/ <Sc f L_.1 I I -,. ), \ .i () r· f (' . + '"'t? r/"xr c. V l ,,/ t.-4..-A (I\ I r' (J' TV O 1/\.A ,,... v ...... ' --"I - ,-, I :_J r"' / ~ (J ( ~ r (I L-v r· /.,-'\ -f. .-·) ( ) I", -t r-/ · •. (A l ./ (A (j ; I l _j I r Ir -~r . .,r ,: (j t-, . /--·/-' Ct .... ,:,.-/ cy") (' i 1-J 4. J _.,,, ,. "' .. ' / 'l \,"Y(' _,_ C.· .r I / E.' I 1 ~ ,) J. .-1 0 ol .. s<" 1v::.J. l l 1 I •' L ',._._ ,_,._,. _____ C· "' ..::. . I .. Cl._ I,: (A 5 0 .+ JO /-:z ~ I ----' ,._ f o/" !' 10/~ -I L r 'O/t? -I I. l ,.. ' I L.,~-/-A1/. /, "/ lo/ -:.J 1 ·1? I,.,,,.. 10/-: ·;:, -l l-. ,t: r c(·/ -.;. L ,· '// /_.,., [ .-r ...... f i -/ ' ! I l .'.·:. ' l----I It..-, I ... L "' ,,. ., f !.' . >' . / ,· /'c~ I to/Ir: I h \' ~--~ . ------:7~~-~~-" (_ Tl ( 'l i~ ,_/ ./,) l "'· ! By:~K u/s,&1~=--~'7"1~ ,-c::::-"',-,-.. ENGINEERING FILE • WHITE FIELD FILE • YELLOW JOB SUPERINTENDENT • PINK C ·- D·AIL Y REPORT OF G-RADING-OBSERVATION- JOB NO. CLIENT ·.-, -. /··:--v 7 , .:; · .le./ -, u LOCATION CITY ·-IRVINE-(714) 951-8686 Irvine Soils Engineering, Inc. Irvine Geotechnical Consultants, Inc. ··sAN DIEGO -(619) 587-0250 · · -San Diego Soils-Engine~ring, Inc. ljlan Diego Geotechnical Consultants, Inc. ---~__.. SAN BERNARDINO -(714) 884-8828 Highland Soils En-gineering, Inc. Highland Geotechnical Consultants, Inc. CALABASAS -(81 8) 888-4994 Coastal Valley Soils Engineering, Inc. Coastal Valley Geotechnical Consultants, Inc. DAY DATE , , WEATHER PROJECT ENGINEER GENERAL· LOCATION OF FILL' J PURPOSE OF FILL OR NATURE OF STRUCTURE TO-BE SUPPORTED ,l) ,,/ ./ ~ (:"·'~~.-·.IC P. MAX DENSITY STANDARD ,-5 OTHER 0 LAYER O (SEE FILE) GENERAL CONTRACTOR ). ',!) / GEN. CONTRACTOR'S SUPT. ·t. SOURCE AND CLASSIFICATION OF FILL MATERIAL .· J' .J ,;. t -.• .' . ...;: I .• VISITORS GRADING OR EARTHWORK CONTRACTOR GRADING CONTRACTOR'S SUPT. OR FOREMAN· .-: ---/)' ,-.·, .-r EQUIPtylENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. I · . · .1 -· , , , 1 • •, . • I} } ~ .,.,, ,.. ".:' 1. FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC LOCATION OF WORK PERFORMED r ,.-~·v) <' .; '_, .I j F ··.;, .. ,-,.-, . ··J -...JY "GENERAL DESCRIPTION OF WORK PERFORMED L {.. AREAS OF ADDITIONAL CONCERN -. ' ( .,I J .. <:.. -.) -0, ) • ADDITIONAL TESTS REQUIRED? NO 131 YES O WHERE? TECHNICIAN -" .,, __ ;., i,.. ,: -· _.-, ·1 .. t ENGINEERING FILE• WHITE FIELD FILE • YELLOW JOB SUPERINTENDENT • PINK TODAY'S APPROX. YARDAGE YARDAGE MOVED TO DATE TIME CHARGED -/ ' ........ J.· .,, . • C -! PAGE APPROVED BY / OF ·- DAILY REPORT OF GRADING OBSERVATION •-IRVINE-(714) 951-8686 Irvine Soils Engineering, Inc. Irvine Geotechnical Consultants; Inc. SAN DIE~O -(619) 587-0250 San Diego Soils Engineering; Inc. San.Diego Geotechnical Consultants, Inc. SAN BERNARDINO-(714) 884-8828 Highland Soils Engineering, Inc. Highland Geotechnical Consultants, Inc. CALABASAS -(81 8) 888-4994 Coastal Valley Soils Engineering, Inc. Coastal Valley Geotechnical Consultants, Inc. JOB NO. CLIENT DAY _y,-. ·r J /. 'l _-1 t;OCATION .x·~f CITY -:YEAT_ljEB ~- J.,._-.,, "':_ .,,,..,.j..,< ~.~;:;;. ;-- GENERAL LOCATION OF FILL PURPOSE OF FILL OR NATl:JRE OF STRUCTURE TO BE SUPPORTED GENERAL CONTRACTOR GRADING OR EARTHWORK CONTRACTOR GEN. CONTRACTOR'S SUPT. GRADING CONTRACTOR'S SUPT. OR FOREMAN ' . . --~ SOURCE AND CLASSIFICATION OF FILL MATERIAL VISITORS EQUIPMENT USED FOR HAULING,.FILLING, COMPACTION, WATERING, ETC. / _1:_. t _ <P"J .:;, '} : /_} _r-os., "11 /:,l.c... , .... , . , :'C -·,1J, ,, .. FAILING TESTS, LIFT THICKNESS, OTHER REMARKS SPECIFIC LOCATION OF WORK PERFORMED -I·-' J ,·?' J ,_ .~ ..... r- ;, --, -', • -' ': ,· ·-1 ·' /<1 /) .. ' -I..>,._,, -GENERAL DESCRIPTION OF WORK PERFORMED AREAS OF ADDITIONAL CONCERN .,·•-'? ..... ~ .-\ _, .. I i //_ ( / ADDITIONAL TESTS REQUIRED? NO D YES O.. WHERE? ~-_ .. ··-.,,'- J () r ENGINEERING FILE• WHITE -FIELD FILE• YELLOW JOB SUPERINTENDENT • PINK DATE / / -, .J .. ~ . r.·. PROJECT ENGINEER /S'; ·7. /:'. MAX DENSITY STANDARD -S-OTHER D LAYER D (SEE FILE) TODAY'S APPROX. YARDAGE YARDAGE MOVED TO DATE TIME CHARGED APPROVED BY ~·-". :; < /' PAGE I OF I I • DAILY REPORT OF GRADING OBSERVATION JOB NO. CLIENT /'){;'"-~ f(t,J 7 -. :Joi -t-.9 -t./{) -·LOCATION CITY / .,.f /4' i. j/. Av (:./it'$. • IRVINE -(714) 951-8686 Irvine Soils Engineering, Inc. Irvine Geot~<?_h~ical Consultants, Inc. -·-_/ . SAN DIEGO-(61"9.) 587-0250 San Diego Soils Engi),eering, Inc . . San Diego GeotechnicaVConsultants, Inc. ---·- SAN BERNARDINO-(714) 884-8828 Highland Soils Engineering, Inc. Highland Geotechnical Consultants, Inc. CALABASAS -(818) 888-4994 Coastal Valley Soils Engineering, Inc. Coastal Valley Geotechnical Consultants, Inc. DAY DATE r .t2:·1 I: 1· £,<..>·fr 7 WEATHER PROJECT ENGINEER ( ·l. t 'A ti. r, -~ ,,.:_i ... ,'.X-> l,A .. lj•_; GENERAL LOCATION OF FILL PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED MAX DENSITY STANDARD 1.)An 1 _,,,v7' 7/! tAli:/1 GENERAL CONTRACTOR i) .l/_,11)d t GRADING OR EARTHWORK-CONTRACTOR t'~:J /j<'C l t::. ..;: ( E <:. ifi:I<:- GEN. CONTRACTOR'S SUPT. GRADING CONTRACTOR'S SUPT. OR FOREMAN 4L (·<Ii SOURCE AND CLASSIFICATION OF FILL MATERIAL · ·, { / '.::: II;} ./ .. ,l,17 //IC" <( ;•f,1//)'-;,- VISITORS EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. , 1) flAn1, 7A-11P'ilf_ ilJ , +·;t ·\·.c, . ., It,,.:. F1'ill:ING"'TEST5;'r:IFT"l'l'I IGKNES&,-0'fH8A-RBMARKS /I l'7i 1 II f. /) . t) i I ~ 1'7 2:, )/ : , ,.v 7 /A/;_.,,-,'.: /;,[ .{,' IT 7· -SPECIFle'l:06'A'l'l©N'®F-W0RK~PERF0RMED ',_, ~ C• fi/f/1 f i1i /J-11 Joh!) to,,~ IJC ,V UT Y, 7(.,, ,,v 1 ._/ J ;'-; l,i ( i ,Js s AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO O YES O WHERE? 5 OTHER D LAYER D (SEE FILE) TODAY'S APPROX. YARDAGE YARDAGE MOVED TO DATE TECHNICIAN TIME CHARGED APPROVED BY ' :-~ -l l $ 1 hi ; 'I I. $ :/ .; ENGINEERING FILE• WHITE FIELD FILE • YELLOW JOB SUPERINTENDENT • PINK PAGE OF • DAILY REPORT OF GRADING OBSERVATION JOf:lNO. l ' -,;: .... ,\ ) ) LOCATION CITY • IRVINE-(714) 951-8686 lr'ilihe Soils Engineering, Inc. Irvine Geotechnical Consultants, Inc. ,,' SAN DIEGO -(619) 587-0250 { San Diego Soils Engineering, Inc. \.. San Diego Geotechnical Consultants, Inc. ~A~_B_ERNARDINO -(714) 884-8828 Highland Soils Engineering, Inc. Highland Geotechnical Consultants, Inc. CALABASAS -(818) 888-4994 Coastal Valley Soils Engineering, Inc. Coastal Valley Geotechnical Consultants, Inc. DAY DATE : --l -,, WEATHER PROJECT ENGINEER GENERAL LOCATION OF FILL ;, . ./ ,.~i ~ ,y:-,..~:L· .. / PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED MAX DENSITY STANDARD GENERAL CONTRACTOR 1·1 ;. ,",, 1:-;tly GEN. CONTRACTOR'S SUPT. /1t,,.. --· l',J ... a<;,•7 -11-~: .. ·,-,:,.' GRADING OR EARTHWORK CONTRACTOR GRADING CONTRACTOR'S SUPT. OR FOREMAN (.. ///$ 5 OTHER D LAYER D (SEE FILE) TODAY'S APPROX, YARDAGE YARDAGE MOVED TO DATE l SOURCE AND CLASSIFICATION OF FILL MATERIAL TECHNICIAN / • TIME CHARGED/ APPROVED BY VISITORS EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC, ( I,) t-l/.,~:~) _1~<1;."]/..;.i-;I[ ~{) I /f\£~ ,: :.,,,,; /f~,r:- ·FAI l::ING•T,ES:J:S;,L,IF.,T.,T-H IG~NE~S,.QJ.1;1 EJihREMARKS . f.,·j,:-/1,,,, ·· ,;) .::1_,1,/ ~: .1:r::;,. ,. ;:_:-,._:: .·~ /,r ,· ,. -SPE<::IFIC1-'0C"A'J'ION•0P,,W0RK·RERl30RME0,· I:: 1 ,· i I-_'} / .Ji j ! //.) ij.; ';,;, /1 ' , , / /'./~,. j J...<i "· £ --:; -.:./ /-~',-: • J •· ·1 r,-·.· ,/ ,.-(. ,; I •14 I ·1 /:; , . _.,, f ,,_,f .~ :,· "' " -• • ' '6ENERAl!<'E>ESeRIP'l'l0N•0F-W0RK~P.ERi;GRMED I "" .. ; ,: ' ,. ! I, ,'{ i/ !,,,·,. 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DATE WEATHER PROJECT ENGINEER 7 > ' /: : v:::. !;I. GENERAL LOCATION OF FILL ,;; . /~ ,L . PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED :~( ,.,,,,,, j -, ,:: ::-d , ... ~ /,,.t ~ MAX DENSITY STANDARD 5 OTHER D LAYER D (SEE FILE) TODAY'S APPROX. YARDAGE GENERAL CONTRACTOR ) _..-·/;/,·/ // 'r GEN. QpNTRACTOR'S SUPT. .. /1(.._ GRADING OR EARTHWORK CONTRACTOR GRADING CONTRACTOR'S SUPT. OR FOREMAN '-// ' s YARDAGE MOVED TO DATE SOURCE AND CLASSIFICATION OF FILL MATERIAL TECHNICIAN TIME CHARGED APPROVED BY , __ .., .... EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. (/ ... ) '/ ~'l;; ~---/..,I ~J',.~::1,1,-,:,,.j.;'/i._7 ,' l _..r1•; {_-~ #~~ /}·"(> SPECIFICl.OCATION OF WORK"PERF0RMEl:l ·--, I,/<. '-. ,~;/~:';-:-~/i',t ./ ,"~/.1/ // . -·J //'-,-f,{-t:I • • .. -,t ··:;r·, -.11, ,._:r /. i~J. Ip• _,,,1 _,;f.//ST-1::) ADDITIONAL TESTS REQUIRED? NO O YES O WHERE? 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ENGINEERING FILE • WHITE FIELD FILE • YELLOW JOB SUPERINTENDENT • PINK PAGE I OF/ • • IRVINE-(714) 951-8686 Irvine Soils Engineering, Inc. Irvine Geotechnical Consultants, Inc . ... ------. C SAN DIEGO -(619) 587-0250 San Diego Soils Engineering, Inc. 9an Diego Geotechnical c-&nsultants, Inc. -----~""----. -. DAILY REPORT OF GRADING OBSERVATION JOB NO. CLIENT ' ,- SAN BERNARDINO-(714) 884-8828 Highland Soils Engineering, Inc. Highland Geotechnical Consultants, Inc. CALABASAS -(818) 888-4994 Coastal Valley Soils Engineering, Inc. Coastal Valley Geotechnical Consultants, Inc. DATE 1 :, -;· -t,, r u7 -.. .::;../--,:.~r:.:>-St{, [(°,,~1J~-(l. ,~~/. ~CTf(r_':) ~ .,Pile S LOCATION CITY to~ f:"" WEATHER PROJECT ENGINEER !,:.-:-1,----1-• .~-.... "" _ .... ,"t , ' /1 ,. ) l 'S {5/1 I) ~~)l', K.' $, GENERAL LOCATION OF FILL PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED MAX DENSITY STANDARD /~1 a GENERAL CONTRACTOR /.'r .. , lj/-1//'f GEN. CONTRACTOR'S SUPT. /.J L SOURCE AND CLASSIFICATION OF FILL MATERIAL •SPECIFICTO'Ci'\TION'0FWORK"PERF©RME0 /-_,: <.? 5 /,· r:rr Y/~ 1. -?-t./' 1){ ,:J7J/. .GEN ER-At,,<0ES6R I Pl'IO[(J'G'F"W<'.YR ~O'~'MED GRADING OR EARTHWORK.CONTRACTOR ·1,; --,,. ./ .-----/ ';,_ ,:,-111.r.-.-:1<... ,/ , -"c· r:: J/11, GRADING CONTRACTOF,!'S SUPT. OR FOREMAN /;J,:;,:,;r::-Y J C si J ~ //,< ri', /..~/// k~t11) '1" /J / ff I /;/JI~ lul<.r: .. ,/J fl/' A .. . ..., 5 OTHER D LAYER D (SEE FILE) TODAY'S APPROX. YARDAGE YARDAGE MOVED TO DATE TECHNICIAN TIME CHARGED APPROVED BY ,I .-_.) ()._"_.,,-·. C ., ., ,,-,;1r;,,' ~ .,i?. ... -. ;..,,,-,.~ .. ~I,.,,-:-~:~ •• .I: J '/ .)/ ,· •. <" - AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO 0 YES 0 WHERE? ,. r .· \.. ' (,}"kV-' / ~~-. .,,., .,-,_ lf...:.--tl ...... h _, -J:°r,. I I ENGINEERING FILE • WHITE FIELD FILE • YELLOW JOB SUPERINTENDENT • PINK I PAGE .. • DAILY REPORT OF GRADING OBSERVATION CLIENT /.(At '..Z/4'' . LOCATION , i..,1/l S.1:.~4r tJAe' ... • IRVINE-(714) 951-8686 Irvine Soils Engineering, Inc . Irvine Geotechnical Consultants, Inc . ... ~~I;~~-.:._ (6-19) 587-0250 San Diego Soils Engipeering, Inc. San Diego Geotechnical,Consultants, Inc. ···-------SAN BERNARDINO -(714) 884-8828 Highland Soils Engineering, Inc. Highland Geotechnical Consultants, Inc. CALABASAS -(818) 888-4994 Coastal Valley Soils Engineering, Inc. Coastal Valley Geotechnical Consultants, Inc. DAY DATE 0->1 a I-_/· JI ,, 7 WEATHER PROJECT ENGINEER GENERAL LOCATION OF FILL PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED MAX DENSITY STANDARD 1.:.}1,J GENERAL CONTRACTOR J.!.H..Ji'H V GEN. CONTRACTOR'S SUPT. /11. SOURCE AND CLASSIFICATION OF FILL MATERIAL • i ,.,; ·:: , 7 [. /J1-"7 f.£li VISITORS ·::.. 1 ,!< GRADING OR EARTHWORK CONTRACTOR GRADING CONTRACTOR'S SUPT. OR FOREMAN \)l),.J l EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. ·:.:) HA.,.,,J 1·/.t:11-'hl\ 11"\ ;::;·,_,iJ,.:.·,~, FPil~NG"TEST-8;"1::tF'M'i'fl6~NESs;"OTFIER'REMPiRK-S .Au i/2 ,, 11"-I ,,.--.t7"r.. A -"' ,;;;;(· 1 t :: J".)vt ,::- ·SPECIPl('l'i!0GA:r,IQN,QF,.,W.QB~BERF-0RM60 '-l,'-• -P: .,;' 1 A . (' r 7-;: "" 1 ,ik; ·~ £ /" .A:.)tJ,7,,.,11~.A GENERAL DESCRIPTION OF WORK PERFORMED ,:, f·.f /, ·.'." t -r u tl 1,11 /} . ·: \ . •', .1/IA1:r.,/ TECHNICIAN I.:· ~ I C ,~ I E ,. __ ,/,. ,· .. ~ j : I I In/ I -1 f ENGINEERING FILE• WHITE FIELD FILE • YELLOW JOB SUPERINTENDENT • PINK 5 OTHER D LA YER D (SEE FILE) TODAY'S APPROX. YARDAGE YARDAGE MOVED TO DATE TIME CHARGED APPROVED BY I,·.) I I / I , I ,,,,.-/ - I ... ~ '1 I ,-1 j i-· I I , I PAGE . ,, '' • DAILY REPORT OF GRADING OBSERVATION .. • IRVINE-(714) 951-8686 Irvine Soils Engineering, Inc . lrvi_n~_~eotechnical Consultants, Inc. ,,, SAN DIEGO-(6.19) 587-0250 ( San Diego Soils Engineering, Inc. ~ San Diego Geotechnjcal Consultants, Inc. ~, .-· _,> SA'N~BEi;iNARDINO-(714) 884-8828 Highland Soils Engineering, Inc. Highland Geotechnical Consultants, Inc. CALABASAS -(818) 888-4994 Coastal Valley Soils Engineering, Inc. Coastal Valley Geotechnical Consultants, Inc. CLIENT , DAY /,,,.,. 1. ,,.. .., ,.:."l .,c:-.--,· ,;? ~-_.J /! c-·-, ;··· \. DATE ,J,J/-o .. J .,j:} { /• J ,\I. .. ,ii. ........... ~~-.,,., 1' i_, ( ..}· LOCATION CITY,.-WEATHER { r:., t, ( t. ,Afl GENERAL LOCATION OF FILL . PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED I} v 1. ,. •. ·\:.:ti) ? ll;::,,,-t,,{ /I /:i,,,f/.) "GENERAL CONTRACTOR I GRADING OR EARTHWORK CONTRACTOR : }l.J'-· {:,fl GEN. CONTRACTOR'S SUPT. ,, .. f' GRADING CONTRACTOR'S SUPT. OR FOREMAN ,--.. ij/1' SOURCE AND CLASSIFICATION OF FILL MATERIAL ,1 .1/ I' 1Vi:, /. VISITORS . ...---- EQUIPMENT USED FOR HAULING, FILLING, COMPACTION, WATERING, ETC. ,.,_ 'l,<:,11.,J /,,,.,1;/;1(.. lr'(·ft~ ,; ,I) : :.; ,t,l,.:'•/47 FAILING TESTS, l:'.IFTTHJCKNESS, OTHER REMARKS ' . .......-• ..-( ,I ·, ( ,.,ii //?r"',,;ie. .ro,r{ ·. , ·--- SPECIFIC LOCATION OF WORK PERFORMED , , 'I" ,.,,,·r~,?,,. ··/•-: )./!'.:·A/<_ II / I' L- TECHNICIAN . //~ / .[·£/ /ftf / &UI I ·,,;I/ PROJECT ENGINEER 7c/' f-:;·aJ). P MAX DENSITY STANDARD 5 OTHER 0 LAYER O (SEE FILE) TODAY'S APPROX. YARDAGE YARDAGE MOVED TO DATE TIME CHARGED APPROVED BY II(/ --------.-- OCT 20 1987 1, _ _,) i . / ~· ' I !. , ,.1/f 7<:= I! F F I ' I ;,I', '-~ -7_ j .. , _/)r; r -,· t(. !.,.,o .. AREAS OF I\DDITIONAL CONCERN ,. . : ;,;'/'i ;·-.;.,r ,;.-. f··/·-r ,;,;_-~I~ .... -t I --~.., ' ~-,~ -. .--1.--: ,-·--/ ADDITIONAL TESTS REQUIRED? NOD YES D WHERE? ENGINEERING FILE • WHITE FIELD FILE • YELLOW JOB SUPERINTENDENT • PINK PAGE t ... . . • DAILY REPORT OF GRADING OBSERVATION ,- .i • IRVINE -(714) 951-8686 Irvine Soils Engineering, Inc . Irvine Geotechnical Consultants, Inc. / .... -·SAN DIEGO -(619) 587-0250 / San Diego Soils Engineering, Inc. ( San Diego Geotechnical Consultants, Inc. "--sifi&R~AF-lDIN0-(714) 884-8828 Highland Soils Engineering, Inc. Highland Geotechnical Consultants, Inc. CALABASAS -(81 8) 888-4994 Coastal Valley Soils Engineering, Inc. Coastal Valley Geotechnical Consultants, Inc. DAY DATE JOB NO. I CLIENT C1 s'~ 01?07 ... do/ -/),,-_,~ ~(') /G11v11-. £°Lt::<-fk'(·);i/K!:. /·fu .t/. / t,._') I :..: }t 7 LOCATION _'A/le. .!."'· /:P/1.1-J rJII ;c\;, CITY , WEATHER '-O 7 .Y I ('/1 I 1./ GENERAL LOCATION OF FILL PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED '":°,-. 4 ) ('nf2 GENERAL CONTRACTOR /) ,;, fi_ •• 1.::YI;,-· GRADING OR EARTHWORK CONTRACTOR C ,.d~'5 GEN. CONTRACTOR'S SUPT. GRADING CONTRACTOR'S SUPT. OR FOREMAN .,--1L ,.,.vt I /re- 'SOURCE AND CLASSIFICATION OF FILL MATERIAL A/ <,,.-/y .rl'/.ATJ/,,-? TECHNICIAN / VISITORS EQUIPMENT USED FOR HA}1LING, FILLING, COMPACTION, WATERING, ETC. t' I)//,,_;; /, 1/h 1//f7'/:t:,,. \ FAILING.,SJeS, Ll~T~':.'CKNESS, o;HER_ REMARKS ~ .\ ( .c..) 17.-)/?'/..r·/ /);1?,;//,,tt / /.~"1~ {§Jl~IFl0<1:0C-A'rl01'il'UF"WORK"PERF0RMEE> ' .. ·10 r /-;ref 7///<:.. ,A...y,,,1 '-• . --' . ·-• 1 <-; , I), /,? ,! t' I/' ,C-/ L / • (.t:,.'.J./"7/l ./f c 'T;'> .,rC. ,,.-1JY/} . , ·,' , ' .) ./ ,,d /2 . I I I I I -~ /J ., L AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO O YE~ WHERE? ---c: ., . /1 .. f) I ENGINEERING FILE • WHITE FIELD FILE • YELLOW JOB SUPERINTENDENT • PINK PROJECT ENGINEER t:, ' ,,.. ,:-, '.• .) ; -;.-:_,:;_,, -r. MAX DENSITY STANDARD 5 OTHER D LAYER D (SEE FILE) TODAY'S APPROX. YARDAGE YARDAGE MOVED TO DATE TIME CHARGED/ APPROVED BY I I I I I I -• I :> .. ,,. ,· ,) :/J(r 7<,:. 7 nr.1 '\ i \9'dr -- UV' I : /, I~~ ' ,; ) 1, ,'/,-/: PAGE I OF/ .. ~ .. .. •, • ;. DAILY REPORT OF GRADING OBSERVATION • IRVINE-(714) 951-8686 Irvine Soils Engineering, Inc. Irvine G~otechnical Consultants, Inc. -----· ---,,,,.--SAN DIEGO-(619) 587-0250 -" San Diego Soils Engineering, Inc. Diego Geote_chnical Consultants, Inc. -BERNARDI NO -(714) 884-8828 Highland Soils Engineering, Inc. Highland Geotechnical Consultants, Inc. CALABASAS -(81 8) 888-4994 Coastal Valley Soils Engineering, Inc. Coastal Valley Geotechnical Consultants, Inc. DAY rf?T DATE lu· l WEATHER PROJECT ENGINEER GENERAL LOCATION OF FILL PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED MAX DENSITY STANDARD -1",,,:·:,t .. ·'·-1< I_ /,.ff£ GENERAL CONTRACTOR GEN. CONTRACTOR'S SUPT. -y&.1.? . !<.- -~-. i SOURCE AND CLASSIFICATION OF FILL MATERIAL VISITORS GRADING OR EARTHWORK CONTRACTOR I ,._' /f,~ ~ ( ,,-"'1 ':,, .) GRADING CONTRACTOR'S SUPT. OR FOREMAN /4///,,;· EQUIPM~T USED FOR HfULING, FILLING, COMPACTIO~, WATERING, ETC. -') ,.. .I i . ~ ... -t.· ;/,C,;,~,:__ , · 1,):1/)0 , /,.)I ,,:j //~,J~ l "FA1t:ING0TESTS;"t:IPl'•'l'HIGK-NES&,,-0f-HER'RE1\71.0.RKS /11<1/ft'. :.:, ,, ·;J/ < -SPE61FIC"t'OCATION'0PW0RK•PERF0RMED,:;t .. : ~-(-' I.,) ' 1.//-•C.:::,,·/' ~ -----• J.. 6ENERAf::,QESGRIP.'f.10N•6F•WORK"PERFORMED ,;, ,.-_, ,! .I .. / .. ··-;.,-v .. 1., /.1 I ' ,-'·'\ ,t, --' .( .-' f CI..-:' .('~-17.:Jll. T 9 1987 AREAS OF ADDITIONAL CONCERN ADDITIONAL TESTS REQUIRED? NO D YES D WHERE? ( TECHNICIAN Ir /. t. //.r% ·~--ENGINEERING FILE• WHITE FIELD FILE• YELLOW JOB SUPERINTENDENT • PINK 5 OTHER D LAYER D (SEE FILE) TODAY'S APPROX. YARDAGE YARDAGE MOVED TO DATE TIME CHARGED APPROVED BY _;' / /·', c...J ' . .,. ',,.,,, 1°:,7 PAGE I ( ' ' i .... { ~' \ .. ·-... . DAILY REPORT OF ·-IRVINE -(714) 951-8686 Irvine Soils Engineering, Inc . lrvi~_Geotechr.i.l<?al Consultants, Inc. / // SAN DIEG0-(6\9) 587-0250 / San Diego Soils Engineering, Inc. \ San Diego Geote~~-oicaf Consultants, Inc. 's:A:N··BERNA';;;-INO-(714) 884-8828 Highland Soils Engineering, Inc. Highland Geotechnical Consultants, Inc. GRAD,IN~G-SERVATIO~-~' \... CALABASAS-(818)-888-4994 · -~ c:--" • ~ .A.~stal Valley Soils Engineering, Inc. _./V' ~ _ ,, ',~, Valley Geotechnical Consultants, Inc. GENERAL LOCAJJ..ON OF FILL PUR;OS~PJ;J:!L,;,')R NfJP.~E._;!F s:~uCTU~E,_ TO BE ~UPPORTED MA1 DENSITY si~~~~RD .-:.-._ ' 7 /,~ c v 1•· ', '7 ,-,,,-• ,: .,.;;,c.. ,:,,, ... ,w ((.. ~-,_.--· c:::.. D LAYER D (SEE FILE) GENERAL CONTRACTOR GRADING OR EARTHWORK CONTRACTOR TODAY'S APPROX. YARDAGE I ) _ t'/ ;)/( ']''' ! . ,_,'/. s s (, J,.,),• ,F sr, GEN. 9,pNTRACTOR'S SUPT. GRA91NG CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE ..__,, . /'v'j I 1-_, p:.: .· r .(.;.,. Ii'' ;:" f' ~ ,_ SOURCE AND CLASSIFICATION OF FILL MATERIAL TECHNICIAN / TIME CHARGED/ APPROVED BY ., , , e; ~ L ,," ./_-(i-"1'/., ,;-~:--_,,;,1_.t\ -",'I-1,,,-_-_.-.r ~-,.~-~ ~ . .r v-,r r --c. _,,., " ~ .. ~r VISITORS I I EQUlf~ENT USED FOR HAULING,.Fli;l:l,!:!_G, COMPACTION, Wf TERING, ET~: _ ,'.,/ 7/. '-;) ,_;/.<;~~-I/.: C' ( '.'.., .t' I., L) l l6I4.. fl.? 9 .:i LJ I I \ FAILING TESTS, LIFT THICKNESS, OT.HER REMARKS -_____ .. :: .. '•, ~~ ,...-~ / .----- r .-,,. _ _;,t =,t ~"J."',/ .£ .i:.-.;!• -;;,"' ...) SPECIFIC LOCATION OF WORK PERFORMED /'f/),,/i ---,;-/?,<:"1?,··01:>1.;. '5..l 7 E ,, ..:,/ ,.,'.) . .JC. 7 .,, • Ii,,,,..,,,,,. ,7 /-:,#-1 // ~·· -~ A¼i:..5&2;:l ,,?, /,r 71:; 1-s; /v~: s e: J I -l ) '·) / :,. / s .,t l>D) • / c:; s f -':-V(., GENERAL DESCRIPTION OF WORK ~ERFORMED ,:, ;~--:1 ,1,t-i_.;1/$ ~-' I~:'.;; !_;l,•,i~-~,-;;. .> ;,--r,::-;-' ,,,.,.,. ~ j . ', '--,1 • { ,..... • <.__ , _ _;;;,, AR,EAJ OF ~~.l!IONAL C?~CE~N.11, _. ,...,.·,:... j_/' ;,:... 77-, ,,-_,-~ ~-,... • ..> ,' /,· ·j 'c/ --.') /!,,--, '~~ / -A 1)< 1" r 7 .. ~' ftl:.Lf.. nl"T ,... Vll,,I I 0 '' ,:,.;. • ' . .. . ~ ....... .......... 1'1UI ADDITIONAL TESTS REQUIRED? NOD YES D WHERE? -,',:•:' ,.---;, I,'! ,, · f • ::lr '. I f..,7 ENGINEERING FILE • WHITE FIELD FILE • YELLOW I I I I I I -·-~/ -, ,·'.S7 I , ,i/f· ,,_-. , I < • -.,;,,., I t' /, "--l't; / • , .. <, t.. ·! "' /··. "':>J ··"',,• /1 _,./ _,,,,,.--, -' --/" _/( I / /~-~Pt./" I {.,J/ ' } ; ..,, -, . .. ~ --J? ; / {J V --,.-. -r ' '-': ) . {,_ / •1,, t :·- ·--.,.. / ,.:_,; r .. -(l / JOB SUPERINTENDENT • PINK PAGE / OF I q • .. . ~ .. . ~ . ..... ,,;'.: JO,B N0. ,, .:' J CLIENT V) -0,5 V 7-C}, ~/ -Cr-0 " LOCATJON r" --~ -r ;~·"";~ ,. , . ,,, (;. ~; .,.-::/:.:(!~:?.:.,,) • GENERAL LOCATION OF FILL GENERAL CONTRACTOR' GEN. CONTRACTOR'S SUPT. /.,/1 c-/. DAY DATE;,, C -::-........ .P · --;--·,,, //-C.. ~ ;-_ .;?:)·--, -7 ·' i I-~.::.·-''-,~ ,;:_ ;;,.;_,•/' # I ,~· .,;... -":; --1!-.... f CITY r WEATHER PROJECT ENGINEER I ---~~ ' . ,'j<.-,,.,(_·.~), 1. ~' ,_1, :,;., .'_,,. ... C PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED MAX DENSITY STANDARD D [AYER OTHER D (SEE FILE) GRADING OR EARTHWORK CONTRACTOR TODAY'S APPROX. YARDAGE GRADING CONTRACTOR'S SUPT. OR FOREMAN YARDAGE MOVED TO DATE SOURCE AND CLASSIFICATION OF FILL MATERIAL TECHNICIAN / TIME CHARGED/ APPROVED BY ;"":; I~--,.-,,~ ,I .,,,.. I: l"-t~1/,.,--t}f,, .. , .:..~i'-1 ,I .:.:/ VISITORS I I EQUIPMENT USED FOR HAULING,,FILLING, COMPACTION, WATERING, ETC, I I I I I I I I FAILING TESTS, LIFT!HICKNESS, OTHER REMARKS ,. ' / ·' SPECIFIC LOCATION OF WORK PERFORMED "'GENERj\L DESCRIPTION OF WORK PERFORMED ,,,..l<-?£.··· 4 ,_*/, f/,..-!/ .. -.,-,;) ~ ,:.-,r,,,-,., / ' --' ....... ,,, ., ... .,,,,-.... ~"':: . :: . .'/( ) / j~ I '?~ ,:,......,,_..'),;~4"...---~ _'/;/-£/ ... /,..,4..._ .• {_,t _ /1:/-;,:. .P~ :..-~!.:"~'··II~.,,.;._,,. f...,:,...J\~ '• i _ ,, -.~ , ~l~--:,;~ ~ --.,:;, -, l.//i,t· i. J'~ ,."'.'"t/t.:-t /~-.:-·'.: -· . ' .;. ,,r uJ, --.; /f/_::~· -(,I "-' ' j -, . .. ~,,.. .,-<-r .. ,..,..·:_~ . .,.( ",.,# :.,) ., I • . . '" .. '.f I_' .• ''-r ·,._. .,,, ,,,,, ·,,. ;.,,-.~.~ ./ ~ , ..... ~ • .. ~ . .,.. -j i'.:,:.,._ / , .-..__ ,,,,,~ ,., -,:~ ,r· ' ......... .,,/ / / AREAS OF ADDITIONAL CONCERN ' /' // _//); / -/ ;' t~ ,1'_,.c--f ;:;"' /'/4)--// // / u i/ I ADDITIONAL TESTS REQUIRED? (__.-· f I NOD YES D WHERE? ENGINEERING FILE• WHITE FIELD FILE • YELLOW JOB SUPERINTENDENT • PINK PAGE ( OF I I C <ttitp of <ttarlsbab REQUEST FOR INSPECTION RECORD INSPECTOR --;;;i~~-=---=--,-:;.__ OWNER __ _L-Jfr?~~~~~.}:...,.;::f,~~~U_.£,'==:;~~~~~,----71------ D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHQWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL J ~ 9 ., burkett OAJ'E L-8.8. & ll:JOng ENGR /!//. /-1,. ~ structural & clvll engineers PROJECT /'A-(~ bt,, t:O, , /l' 1 ~~)sµ '¼ l r ,. ( f Jbr r I { A~f ~tl ~J i I ,, M~ J't-~ t~,~r 'f -If Fl · t Z. -:y. r(t.tA ~o £.TS e> q'' ~~ (z -ft,ows') t -- p~, . - .... I ..... 0-- I i SHEET JOB NO "$ ~-?J4 ~ Co/VC l'N-/~l.. ..1-I ,, :. ')c~·xt-3 S-.tl-, f CA-,r::.- ({1;.7'fl'V/;' ! /t efl.4-t~ W/ tVP;V ~#d tM/' CONC. I fc -::: ~IX>ll p~, ;-.,,, 1/f-t'. ( tA. ':-TC-ft:> t t .ii ~ $A ff (~ 1 / i ,;J l ,d .~ burkett /-/ ,,/ \ /-o//-J) DATE &wong SHEET ENGR IV7t( JOB NO 2 t..,1-'o/ P.4. '-structural & civil engineers PROJECT FA !5t:'f to, .,. "' I / f • , r:--7 IC. > 70.J>->X .1 1 -:::::-b-,. .:> U. "2._, /' (C ; I. T~~ ,,or 8 (;;{.ll(/f/&.-C4-~U I r<-1 3 )c. ( 5: ;,c-> tJOO ">c • ? ~ ,?;;--;::: 5 3, ~ (\ ?> l.f-'?t 6 :: ~rt -e. =-¥-J) :t;;.; ':, 'r? < ,.5 .~ Q/( /, ~ l/-'t, bx /,.'5 = I. n,; r • '"t -7 /ii:. A ,.,;; If S -:: ( O , !/ b ::) / 7 , :1 I -::J , ~ / ', lf §' ~-,(,,t ~ ;t e-'K.. // ),.f/~J..I__~ t,.1 7, t' •1;~---. Page 1 of _I _ ~ -fl!;M_;,!!l.:~~ .. ~~?INE~~~~~.~~u~~AT~R~~~: .. ~~.~- san Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 (619) 695-3730 (714) 212-4330 (209) 576-0813 INSPECTION REPORT Project# Project Name (per plans) t!JU-5£12. ~T/Zo DPncS Building Permit No,_B~i_-_'.4~~,,__,q.,__ __ Project Address (legal) 'L":f-5'2-lotl..E./L AVE WESr LAJZL.,568:D Plan File No, ________ _ Architect K.g_ommc:NHo£K, lt11e-i!Ect.,,>N 4 BSSDC.. , Govt. Contract No.-------- Engineer 131-)f!.iLG]J .t; @Ne, Census Tract No, ________ _ Contractor __ ...,.M"-=u_,_t-l-'-'P-"I-I_Y,__"""U:>="-'-'-'N=S'-112..-'='------------------Other __________ _ INSPECTION CODE _ OSHPD FL04 _ OSA FL05 _ specialty FL06 _ Mechanical FL07 _ Electrical FL08 ~ling FL09 _ Concrete FL10 _ Masonry FL11 _ Strucl. Steel FL12 _ Prestress Cone. FL13 _ Pile Driving FL14 _ Fireproofing FL15 _ Waterproofing FL16 _ Non-Destructive FL17 _ Asphalt Paving FL19 MArL SAMPLING CODE / Concrete Cylinders CC _ Cement C _ Mortar Samples _ Grout Samples _ Masonry Prisms _ Masonry Block _ Fireproofing _ Units (block or brick) -Asphaltic Concrete _Roofing _ Rein!. Steel _steel _H,S.Bolts _ Tendon (PT Strands) MS GS MP MB FP UB AC RS ASS ss HSB TS _ Other _____ _ -Other _____ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rein!.: Rebar _______ _ -.;jan & Specs _______ _ _ Rein!.: W.W.F. ______ _ _Clearances ________ _ _ Rein!.: Tendons :#8 / Cone.: Mix #/psi _Positions _________ _ ~--3~0CD_.... _Sizes __________ _ _ Cone.: Mix #/psi _Laps __________ _ _ Cone.: Mix #/psi --.=uture Continuity ______ _ _ Grout Mix II/psi _.Consolidation _______ _ _ Mortar: Type/psi _ Mortar Batching ______ _ _ Units: Block _ Electrode Storage ______ _ _ Units: Brick _ Torque Applied _______ _ _steel _H.S.Bolts _ Met11l Deckin~ _ Electrodes _ Fireproofing _ Corrective action required ____ _ _Other _ Corrections completed _____ _ INSPECTION DATE __ ,...11~/~-1~'1'_.f~B-+_.__ __ ~--------------------- (f1i2Nt'T€12Bi> e.oN60L1 DA,rot-1 uJ I le I / :t 1 I 'ZS I I 'f I 2.D 1 'Z. I 1 'Z...Z... I :£/ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable secti of the buil ing codes. This report covers the locations of the work inspected only and does not constitute engineering opi · roject ntrol. INSPECTOR s1GNATURc._--'~--='-'----'~=-.i....::::c.J~,___cERT #_"""3.=B.__:l:...._ ____ DATE __ 1_1+/2--'-1_.9~/!3=-r:~--- Project# t Project Name (per plans) __ _,f<~li:S--.E~R~ ... E..,l...,ec;'"""-;rR---=tc-, _ __.,Qj9"'-F--',,-'-'c.;""s.._ _________ Building Permit No._@?_1_-_Z_7 ___ _ Project Address (legal) a,7:,-J.. Lake& Ave,, ( wJ Plan File No. __________ _ Architect I< &omme.N Hoek / Yk:.iceown Govt. Contract No. ________ _ Engineer Gu..s,kiut+ & WO(IGi Census Tract No. _________ _ Contractor O,u,,qt>h1.. --.w...='-"+=r-__,r......,,o"-'111cc,<e.c::..,__,_.t., _____________________ Other ____________ _ I INSPECTION CODE _ QSHPD FL04 _ QSA FL05 _spee1a1ty FL06 _ Mechanical FL07 _ Electrical FL08 _Roofing FL09 Xeoncrete @ _ Masonry FL11 _ Struct. Steel FL12 _ Prestress Cone. FL13 _Pile DriVing FL14 _ Fireproofing FL15 _ Waterproofing FL16 _ Non-Destructive FL17 _ Asphalt Paving FL19 MATLSAMPLING CODE ~ Concrete Cylinders @9 _Cement C _ Mortar Samples _ Grout Samples _ Masonry Prisms _ Masonry Block _ Fireproofing _ Units (block or brick) _ Asphaltic Concrete _Roofing _ Reinf. Steel _steel _H.S.Bolts _ Tendon (PT Strands) MS GS MP MB FP UB AC RS ASS ss HSB TS _·_ Other _____ _ _ Other ------ MATERIAL DESCRIPTION _&Rein!.: Rebar /.J, ·C,l,S- -Reinf.: W.W.F. _______ _ _ Reinf.: Tendons ...:&. Cone.: Mix #/psi 'a°/ ~, C>c)O _ Cone.: Mix #/psi _ Cone.: Mix #/psi _ Grout: Mix #/psi _ Mortar: Type/psi _ Units: Block _ Units: Brick _steel _H.S.Bolts _ Metal Deckin" _ Electrodes _ Fireproofing _Qther INSPECTION CHECKLIST _._Plan & Specs ________ _ _,_Clearances _________ _ _,_Positions _________ _ __ Sizes __________ _ -_Laps __________ _ _~Future Continuity _______ _ -IL Consolidation _______ _ _ Mortar Batching _______ _ _ Electrode Storage ______ _ _ Torque Applied _______ _ ..$ Corrective action required R eli &( R + Corrections completed __ _,y ... ::e:&~-- INSPECTION DATE __ Qe.......,c...,_._, ...___•_9;.._7.___ _______ ____,(~r;L.../'--'/,_-__.,o/q>L----,,,...O=OJ:Ldss...==s.<...,t-) _______ _ Acc1veol • on .QR1oa I . • m ooe. sd: . Co J, CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, 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 opinion or project control. INSPECTOR SIGNATURE Le&..-~ CERT # __ C-_.,~;).~/~q ____ DATE _..:../_:2_,_/......:../....,1/'--'Js'~?---- Project# Project Name (per plans) l<AJSSR i=bRwr&o . OPTIC-S i Project Address (legal) ?-ZS:::2 Loke:R Avg W C&R/..SG'.A.O Architect /s~HlrlBN',1/ap/;: -'7?2ckeo<;,un .r $$c>c., Engineer 6s-c sked-1: a,aL-kit"etf Contractor (), ·· A'-, r.--" ,-· · -/ · ~ INSPECTION _QSHPD -OSA _ Specialty _ Mechanical _ Electrical -Roofing -A Concrete _Masonry _ Struct. Steel _ Prestress Cone. _ Pile Driving -Fireproofing -Waterproofing -Non-Destructive _ Asphalt Paving '/ CODE FL04 FL0S FL06 FL07 FL08 FL09 ~ FL11 FL12 FL13 FL14 FL15 FL16 FL17 FL19 MATL SAMPLING CODE MATERIAL DESCRIPTION -1s CQncrete Cylinders ®> _Jt Reinf.: Rebar t1:S.te:J. -/.} ~~..,- _Cement C _ Reinf.: W.W.F. _ Mortar Samples MS _ Reinf.: Tendons _ Grout Samples GS _ Cone.: Mix #/psi _ Masonry Prisms MP _ Cone.: Mix #/psi $~ d2~"· , _ Masonry Block MB _ Cone.: Mix #/psi _ Fireproofing FP _ Grout Mix #/psi _ Units (block or brick) UB _ Morter: Type/psi _ Asphallic Concrete AC _ Units: Block _ Roofing .RS _ Units: Brick _ Reinf. Steel ASS _steel _steel ss _H.S.Bolts _H.S.Bolts HSB _ Metal Deckinn _ Tendon (PT Strands) TS _ EIe·ctrodes _·_other _ Fireproofing _Qlher _ Qlher ..... Building Permit No. ~ 7 -;J 7r Plan File No. __________ _ Govt. Contract No. ________ _ Census Tract No ________ _ Other ____________ _ INSPECTION CHECKLIST -h. Plan & Specs _______ _ -6.. Clearances ________ _ _i::_ Positions _________ _ ..:6_ Sizes ---------,.----_i:... Laps __________ _ ±_ Future Continuity ______ _ .:6... Consolidation _______ _ _ Morter Batching ______ _ _ Electrode Storage ______ _ _ Torque Applied _______ _ _ Corrective action required NONE. _ Corrections completed _____ _ 1NsPEcT1ON oATE ------------"-----------------+C-e .... ~-N.....,,E.,...LS~_...,---r)-- l . I Joo-rze-s . 06c 7:C C ¥Z eoot-a..ffmtced. die /4c 1,/1-7,a I 4-S aoted' CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, 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 opinion or project control. INSPECTOR SIGNATURc;.E __ ....,Li...:s-eid,< .. ,,::.____,%-2"-'~e;=:. =ll-----CERT # . 41!-C -.:2.1q DATE _ _._/2.=r-/_,t'-''2..;;;.,/'---'<2....,7,__ I I f- To: American Engineering Laboratories, Inc. 7940 Arjons Drive, Suite A San Diego, CA 92126 Telephone (619) 695-3730 San Diego • Modesto • Corona ···Palm Desert KAISER ELECTRONIC 2701 Orchard Parkway San Jose, CA 95134 Date: January ·18, 1988 Project: Project#: 876 8L-821 Report#: Gentlemen: Enclosed are the inspection ending_;, 1/9/88 All work monitored by our inspectors was done in accordance with applicable codes and specifications, unless otherwise _noted. -Should you have any further questions, please do not hesitate to contact our office. 1-Kaiser Electronic 1-Krommenhoek/MC Keown & Associates 1-Burkett & Wcing 1-0unphy Construction Company 1-City of Carlsbad INC. Page 1 of _2_ AMJ,~IA:~~.~~?INE:~~~;:n~~~~AT~R!!~:ax~~.~- San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 (619) 695-3730 (714) 272-4330 (209) 576-0813 INSPECTION REPORT Project# Project Name (per plans) ,ka (f"C. 0 1(, C/4_ c.1' /rt.. I Project Address (legal) ?SA;i. . Lt:> ,(-< .. IC &-<. 1 Nch;teot ~ -::r-'11(12 -fr'/ C ~,o/' Engineer ___ ~# _ _ Wll~~ Contractor /!/vrv#~V , ~ ,- INSPECTION CODE MATLSAMPLING CODE _OSHPD FL04 _ Concrete Cylinders cc _OSA FL05 _Cement C _ Specialty FL06 _ Mortar Samples MS _ Mechanical FLO? _ Grout Samples GS _ Electrical FL08 _ Masonry Prisms MP _Roofing FL09 _ Masonry Block MB _ Concrete FL10 _ Fireproofing FP _ Masonry FL11 _ Units (block or brick) UB X Struct. Steel FL12 _ Asphaltic Concrete AC _ Prestress Cone. FL13 _Roofing RS _ Pile Driving FL14 _ Reinf. Steel ASS _ F1reproohng FL15 _steel ss _ Waterproofing FL16 _H.S.Bolts HSB _ Non-Destructive FL17 _ Tendon (PT Strands) TS _ Asphalt Paving FL19 _Other _Other Building Permit No,_/~9~J..<--+----- Plan File No, ___ / _______ _ Govt. Contract No. _·_/ _______ _ Census Tract No. LJ r l(' Other Lfvr, ,,.,,ei-.r G.,.,,7(,c MATERIAL DESCRIPTION -4 Reinf.: Rebar 1/.. ,;"'r/n Y> -6 0 # INSPECTION CHECKLIST Plan & Specs -Reinf.: W.W.F. _ Clearances _ Reinf.: Tendons ,X.Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps -· -.. _ Cone.: Mix II/psi _ Future Continuity _ Grout: Mix II/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block A, Electrode Storage _ Units: Brick _ Torque Applied 4Stee1_A3e, _H.S.Bolts _ Metal Decking • .,X..E1ectrodes L 'ttJI£ /7t11,L -, _ Fireproofing _ Corrective action required _Other _ Corrections completed .. WJN7 j?Ptv'-/4-$. j.#Aw£/r-#,;l3 -'!Na! d).6. ;(L,.,'-k ~efn?.IJ,,_ A/1/oJ :1/;x97 I ov-tv /ff(.g,1 ~aJ ~1>1,,;~v-t.1<1 ;o ;{ J;vAJ C4...;~<.-/4. ./ 4f //JO P!M r d work. unless otherwise noted, complies with approved plans, s. This report covers the locations of the work inspected only and does American Engineering Laboratories, Inc. ,,_ Page..2._of~ INSPECTION REPORT ---Project Name (per plans) ~~-=+''=·r'_6_.l( __ E.__,__/(.=c.;__._f=q:x..-_('J.-'.t)F-O-O.f;--"c--','----#.lt.,___...,_'{-----=Z--=¼...._ ______ _ I "/L Inspection Date I-Z::--L..Jl_----1----!LJLL:#M,~';::L_~~LJ...J'k<.~c....f-_Jl',;.~~~~~~'..I.L!,t.3,L_---ifL." ~N~U..~_ I~ A,.,,ol I Page 1 of ~ AMERICAN ENGINEERING LABORATORIES, INC. ~ 7940 Arjons Drive, Suite A r San Diego, CA 92126 (619) 695-3730 0 1490 Rincon Street, Unit Z Corona,.CA 91.720 . (714) 272-4330 INSPECTION REPORT Project# J:7..C Project Name (per plans) /:A/ft k. e/"(_c.i:r<.o 0j21tc.f Project Address (legal) 7 U:Z.. L-ok,< Av-<-. CA n/,r/ 4 cJ Architect /cr<..oM/11-AJq~ -~K-< ()~ 1 Engineer &r-.k..f..'f/ 'l ~ j . Contractor /(Ji,1 o/ AV ./ INSPECTION CODE MA TL SAMPLING CODE MATERIAL DESCRIPTION _OSHPD FL04 _ Concrete Cylinders cc ~ Rein!.: Rebar,4.lfwl 6/'f'-( {) _OSA FL0S _Cement C _ Rein!.: W.W.F. _spec,alty FL06 _ ·Mortar Samples MS _ Rein!.: Tendons _ Mechanical FL07 _ Grout Samples GS _ Cone.: Mix II/psi _ Electrical FL06 _ Masonry Prisms MP _ Cone.: Mix II/psi _Roofmg FL09 _ Masonry Block MB _ Cone.: Mix II/psi ,d{J_ eoncrete FL10 _ Fireproofing FP _ Grout: Mix II/psi _ Masonry FL11 _ Units (block or brick) UB _ Mortar: Type/psi -)(-Struct. Steel FL12 _ Asphaltic Concrete AC _ Units: Block _ Prestress Cone. FL13 _Rooting RS _ Units: Brick _P,le Dnvmg FL14 _ Rein!. Steel ASS .d:steel A3( _ Fireproofing FL15 _Steel ss _H.S.Bolts _ Waterproofing FL16 _H.S.Bolts HSB _ Metal Decking _ Non-Destructive FL17 _ Tendon (PT Strands) TS ,4 Electrodes 'l~I r/71>li/'l1Jr_ _ Asphalt Paving FL19 _Other _ Fireproofing _Other _ Other D 515 Galaxy Way ModestQ,. CA. 95356 (209) 576-0813 Building Permit No.~'7~9.-',J""'-____ _ Plan File No. _________ _ Govt. Contract No. ________ _ Census Tract No. /4 /-lf Other &rt"w.lr:f G......-~I( INSPECTION CHECKLIST -X-Plan & Specs _______ _ _Clearances ________ _ .}(_Positions ________ _ _ sizes _________ _ _ Laps __________ _ _ Future Continuity ______ _ _ Consolidation _______ _ _ Mortar Batching ______ _ ~ Electrode Storage ______ _ _ Torque Applted _______ _ -· · _ Corrective action required ____ _ _ Corrections completed _____ _ INSPECTION DATE ~/_--"--/_/_---.?__.r._____./4'-'=---'~--·t21.~t'...,_.,.7,;'-'J..,__' -L-Jv=--l--J./-"-c}:"-'-,-'-'/V-.,-=-~-t-<--__,_</_".,,._,,,d; __ -ft-'-'tJ"'--"-'/1.._-=-.JJ7._.__.{.~/ __ £:am t211&,1.I Js-1 i 5.5 /4f@cTJ d ;v.J. IJ,""J of It')4;<v..tl i I I J CJ•vl'v~r-1,cNs-(tJ1yc,u-/4. cei/um.1yf i j?4N..t./.r-..:z_:;; .J.t1 Atvcl 4:? /J f11vl..,I Ll( - 1-1 /V'--ls-:Lei 46. Yi , J.c.:t._ J C L i~Lcl al t/ .;l. -i c/3'~ IM ftJ. r , 7 7 /r 4 lf 0£ 37£ y YI n,,,t A+/£ w/l/ {<, w-1..1./4,cl A{Ttir. ,.r24,,.._4,/ CERTIFICATION or. , unless otherwise noted, complies with approved plans, hi report covers the locations of the work inspected only and does Am_er:idin Engineering Laboratories, Jnc • . Project Name (per plans) /<'Atf LK. e /~fl t7r'tl.-s" Inspection Date Page_2__otL INSPECTION REPORT -:', a±· ----+-...c...,..,.:,..=(, _ _b1I }/4~4fi. if AM:! ----;-,-i~~-~~-....c,L.~~---,---------------- 114 ~~~ Page 1 of -L A"!~~·.:~~.e.~?INE~~~~1~,:~~?.ZRAT~R~~~,:.~~.~- San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 · (619) 695-3730 (714) 272-4230 (209) 576--0813 INSPECTION REPORT. Building Permit No f? J-cJ ""-J 4-- Plan File No. ___________ _ µ~r:+J..l·4~~-.JJ...µ,A.;....Y.-~--1-'.-S::...\\.~.Ll<i;.£,H~'-l'+~~..£J.-,__ ____ Govt. Contract No. _______ _ Contractor Other _____________ _ INSPECTION CODE MATLSAMPLING CODE MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD FL04 _ Concrele Cylinders cc _ Rein!.: Rebar _ Plan & Specs ________ _ ·---OSA FL05 _Cement C _ Rem!.: W.W.F. _Clearances _________ _ _Specially FL06 _ Mortar Samples MS _ Rein! .. Tendons _Positions _________ _ _ Mechanical FL07 _ -Groul Samples GS -Cone.: MIX #/ps, _ Sizes ________ _ _ Electncal FL08 _ Masonry Prisms MP _ Cone .. Mix #/ps, _ Laps ___________ _ _ Roofing FL09 _ Masonry Block MB -Cone . MIX #/ps, _ Fulure Continuity _______ _ _ Concrele FL10 _ Fireproofing FP _ Grout: Mix #/psi _ Consolidation _______ _ ~asonry FL11 _ Umls (block or bnck) UB _ Mortar: Type/ps, truct Steel FL12 _ AsphaltIc Concrete AC _ Umts. Block _ Mortar Batching _______ _ __ Electrode Storage ______ _ _ Preslress Cone. FL13 _Roofing RS V-_ Umts. Bnck~~ _ Pile Dnvmg FL14 _ Rem!. Steel RSS Stee1..<;. :1;;3. / _ Torque Apphed _______ _ _ Fireproofing FLIS _Steel ss _ H.S.Bolls ----------------·-· _ Waterproofing FL16 _ H.S. Bolls HSB Metal Deckm_g _ Non-Destructive FL17 _ Tendon (PT Strands) TS iZ. Electrode• _EC,/) 4/ '2l]_T _ Asphalt Paving FL19 _ Other _ Fireproofing _ Corrective action required ____ _ _Other _ Other _ Corrections completed _____ _ (ti ( { ( ([( { I I . · .,.. ·~~,--. l;,i Page 1 of _j__ ~~2.!~:~~~:~?INE~~~~;~" :~~~2RATO:~:~,:,~~.~- .--San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 (619) 695-3730 (714) 272-4230 (209) 576-0813 INSPECTION REPORT- suildin9 Permit No./5 J--~ ] !./- Plan File No. ___________ _ Architect ,f,*--VCL..c'-f.J':-"f~""'--4-l-"-,1..-1,,-.L..Ji.--+-'-,;...-l--.\"-..-\.,J-1~_._...i..=---'-+.:h....,.......,_..e..<... ___ Govt. Contract No. ________ _ 'II Engineer 4-"--:!'"l-'-'-"-'-+-'1---F-,.,r.....,L..L~'I---------------------Census Tract No. _________ _ INSPECTION CODE MATL SAMPLING CODE MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD FL04 _ Concrete Cylinder.; cc _ Rein!.: Rebar _ Plan & Specs ________ _ _OSA FL05 _Cement C _ Rein!.: W.W.F. _Clearances _________ _ _Specialty FL06 _ Mortar Samples MS _ Rem!.: Tendons _ Pos1t1ons __________ _ _ Mechanical FL07 _ Grout Samples GS _ Cone.: Mix 11/p51 _ Sizes ___________ _ _ EJeclncal FL08 _ Masonry Pnsms MP -Cone.: MIX II/psi _ Laps ___________ _ _Roofing FL09 _ Masonry Block MB _ Cone.: Mix ff/psi _ Future Continuity _______ _ _ Concrete FL10 _ Fireproofing FP _ Grout: Mix #/psi _ Consolidation ________ _ Masonry FL11 _ Units (block or brick) UB _ Mortar: Type/pSI jZ'" SJruct Steel FL12 _ AsphaltIc Concrete AC _ Units: Block _ Mortar Batching _______ _ _ Electrode Storage _ Preslress Cone. FL13 _Roofing RS Unit~~k _P1leDnvmg FL14 _ Rem!. Steel RSS ;z Steel I _ ,J ~J <~11 _ Torque Applied ________ _ _ Fireproofing FL15 _Steel ss _H.S.Bolts _ Waterproofing FL16 _H.S.Bolts HSB Metal ·Decku 76_]_---_ Non-Destructive FL17 _ Tendon (PT Strands) TS JZ Electrodes I} V _ Asphalt Paving FL19 _Other _ Fireproofing _ Corrective action required ____ _ _ Other _Other _ Corrections completed _____ _ INSPECTION DATE ~...,,_J,,_-__ ,..../_-_8: ....... 8._.._ ________________________ _ !Jcw1'fuve</ -/-1,:; ve/d;riy of 3'~3; ~ k£E% .J::e/ fedl'VI Drfl.Ct::.S-fo concvelc. l2a1el ac,,Lar ohbal lk /4llow.-f7a J ;,, r I 7 lac;alta11,.S CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, 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 ongineenn~,11on or p/2ect c~~-/) /1 ::J:t7 r1 INSPECTOR SIGNATURE.ti::f~YJ.~T u._k' ____ lf_a!}__DATE _3 ___ ~_/_::_9 6 ___ _ Page 1 of ""J>-t.2~/Q AMERICAN ENGINEERING LABORATORIES, INC. D 7940 Arjons Drive, Suite A San Diego, CA 92126 (619) 695-3730 D 1490 Rincon Street, Unit Z Corona, CA 91720 (714) 272-4230 INSPECTION REPORT- D 515 Galaxy Way Modesto, CA 95356 (209) 576-0813 Project II -f'=~t+f~~~.ll,,.l!~~~-~~-~'--1:-1-~..L.:----;r-----Building Permit No._J' 2-C( 7 { Project Address (legal)_.a:::.=-t--J-9!----'-=-+=='.._,...,.__-1...l--"~-'---l,,:_:_-=--1----~-1-P..-,..;::,µ,'+-""--Plan File No. __________ _ Architect Govt. Contract No. ________ _ Engineer------.---+--¾-----------------------Census Tract No. _________ _ Contractor Other------------- INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD FL04 _ Concrete Cylinders cc _ Reinf.: Rebar _ Plan & Specs ________ _ _OSA FL05 _Cement C _ Reinf.: W.W.F. _Clearances ________ _ _Specialty FL06 _ Mortar Samples MS -.-Re1nf.: Tendons _Positions _________ _ _ Mechanical FL07 _ Grout Samples GS _ Cone.: Mix 11/psi _ Sl,&:i ----------- _ Electrical FL0B _ Masonry Prisms MP _ Cone.: Mix #/psi _Laps __________ _ _ Roofing FL09 _ Masonry Block MB _ Cone.: Mix II/psi _ Future Contmwty ______ _ _ Concrete FL10 _ Fireproofing FP _ Grout: Mix 11/ps, _ Consoildat1on _______ _ ___ Masonry Fll 1 _ Units (block or bnck) UB _ Mortar: Type/psi _ Mortar Batching _______ _ _ Struct. Steel FL12 _ AsphaltIc Concrete AC _ Units. Block _ Electrode Storage _ Prestress Cone. FL13 _ Roofing RS _ Units: Bnck _ Torque Applied _______ _ _ Pile Dnvmg FL14 _ Remf. Steel ASS _steel _ Fireproofing FL15 _Steel ss _H,S.Bolts _ Waterproofing FL16 _H.S.Bolts HSB _ Metal Decking _ Non-Destrucbve FL17 _ Tendon (PT Strands) TS _ Electrodes _ Asphalt Paving FL19 _Other _ Fireproofing _ Corrective action required ____ _ _Other _ Other _ Corrections completed _____ _ INSPECTION DATE ,.-J..,c-..,.,....,...r L IV/ t!"c II 4-,J, c: ~i? ½frJt-; TD m Pc_ HA~, t4 lly _...!..:_'.~~~~-1-(....!.!.:=Y~~~~L • ~~~~~t-rf ~ fl-mrJ /..I~ ~LLf[O _$,eJK-, V\1 !Mu."'~ l7 B&tl c0{ ~M:l '1; 1D PlcoJtOl~ AJ /).()F&J~r!F Jltf>r>,a0J 1b 1Jk= rof rJ vk PoJJrt!YC flw:st+trl~ f}±r:5" d-: y 1 ~~ ~-Lt <:-JVWl , u t4-n;:.-,e_ -r7 tzYc-10 o R. L rted work, unless otherwise noted, complies with approved plans, ·~-,._,.,.,,o~d:::es. This report covers the locations of the work inspected only and does T 11 ___________ DATE __ ci/'c)._b°-kf'~ ;;}. o1-p.1pt')'J Page __ of __ American Engineering Laboratories, Inc. INSPECTION REPORT Project Name (per plans) -~K//h-"-"---"-~(;-(!'/l-'-=---'El=-=..c....{1i....cl.....1-Tf!-O----<---.c::--().;:;._i_p__,n'-'--=(!_::.-.S__,,__ _______ _ I ----------------------·----- 114 A ' American Engineering Laboratories, Inc. Page L ot~'S-;;'i? · INSPECTION REPORT Project Name (per plans) -~'---'-~/Jy'-(;J\(__~==--=/2Ft~_,,~""-1-rtD,-=:!::::____::_f_)~p_:tV~(!_::::::_s~---------- Inspection Date _________ _,__ _____________ _ 114 •• I 't I \ I ,, , .. WILLIAM C. KROMMENHOEK, A.I.A. JOHN M. McKEOWN, A.I.A. ARCHITECTURE & PLANNING KROIVIMENHOEK/MCKEOWN & ASSOCIATES P°oST OFFICE' BOX 82208: SAN °DIEGO, CALIFORNIA 92138-2208 I I • • 1515 MOR~/~~AN DIEGO, CALIFORNIA 92110-3784 (619) 276-7710 3355 ~JSSI ~ AVENUE, SUIT 11, OCEANSIDE, CALIFORNIA 92054-1312 (619) 721-1600 I SEPT MBER 2, 1/87 _,, MR. CARTER DARNELL I CITY OF CARLSBAD COMMUNITY DEVELOPMENT 2075 LAS PALMAS DRIVE CARLSBAD, CA 92004-4859 .,,...-s E p i,J--! 1987 City of CARLSBAD BUH.J)I.NG DEPTa "' •'n I PCB7-274 KAISER ELECTRO OPTICS DEAR MR. DARNELL: BECAUSE OF THE INVERT ELEVATION OF THE CITY SEWER, THE SEWER LINE ON THE ABOVE PROJECT CANNOT BE SLOPED AT 1/4" PER FOOT OR IT WILL BE BELOW THE CITY SEWER. INVERT LEVEL 5 FT FROM BUILDING@ 1/4" PER FOOT SLOPE 372.47 INVERT LEVEL 5 FT FROM BUILDING @ 1/8 11 PER FOOT SLOPE 378.17 DISTANCE FROM ABOVE POINT TO CITY SEWER 101 FT. INVERT LEVEL REQUIRED@ CITY MAIN WITH 1./.4" PER FOOT SLOPE 370.36 INVERT LEVEL R·Euu·°iRED@ CITY MAIN WITH 1/8 11 P~R FOQJ S,LOPE 377.12 ~ ,. ~ • ·~ • Jf -~· • • • •• EXISTING 8 11 VCP SEWER INVERT 370.92 BECAUSE OF THE ABOVE WE REQUEST THAT THE SEWER BE ALLOWED TO SLOPE 1/8" PER FOOT. VERY TAU~ ~~~ SAM J. HUNTER SJH/M .... EN'CL ... ··. CC: GLEN ADAMEK /1-1(!. A3u1t.,0.1N9 C)p~tC.4i--,'-1,qy /l;i,.o;tt:uJ~ /#I'S ,(}t:£s tt;AJ ,,61(!f';e ti, ;CJ(!.. , •Cl•·· ~ • "' ',, 4(5;V, //4,;?J~d'k SENIOR ASSOCIATES: THOMAS B. AWBREY, A I.A./DALE DREXLER/JON LEE EBERT/GLENN F. GROTH, A.I.A. ASSOCIATES: TIMOTHY J. RUB ESH/ROBERT B. SMITH, A.I.A. /RICHARD J. STICKLER, A.I A/BRUCE C. THOMAS, A.I.A / i / ,-\ -,, i ' ' , ' i '{, ,, '"·/: ' I ' , , ·.1 ~ -~ ,·_f. 1 , i ' -'''., I -. -..... .:. ' --; , '' 1 ') l · j Marty: -,, ,- -l ' i ', I --· -- .' ,-' ' Glen says this design is OK and is now justified in accordance with code requirements. -Will you approve? ½ ~ Ca-rter 9/14 / ~ . ~ CU \ ~ j 1\0 '<) ~ ~vl ~~QJ\1 y I . t ~~ - ' ,,. .! --~ 'e-• • ' ; ,' ' ' ' CofotO{Ttt>/.1· -' -=-- -... --' ... ..-, ' ., '" ~ I J ' .. I I I .. . , .. -··--- KROMMENHOEK/McKE ' i rt-· i ' . . ---+---+--! __ j_ __ ....Jw.1,Uj.1.1,,,11 , ' I . +: ' -. ---:----r--·+-, ---+---1- __ __: __ , -.;.. __ ..,.._ ---~ ......... ' ---iii--+; ---il---+-1 • i ; . ---~-:----. - ! ! --+· _.,_ -- . ' i i . -. -+ -+-. ~---' --. .. -. I ! ! : I • . ... . . . --·--I ' ; .. J ARCHITECTURE & PLANNING MEMO KROMMENHOEK/MCKEO\IVN & ASSOCIATES • CA R-Tet2-t:>Arz..;JBt,L CA"-L..Sl>AP BV/t.,,t>//114 TO: t>~p-,: POST OFFICE BOX 82208, SAN DIEGO, CALIFORNIA 92138-2208 1515 MORENA BOULEVARD, SAN DIEGO, CALIFORNIA 92110-3784 (619) 276-7710 3355 MISSION AVENUE, SUITE 211, OCEANSIDE, CALIFORNIA 92054-1312 (619) 721-1600 PROJECT: 12-DB SM In-{ FROM: pa.,o-:r. A(l-c..l;{ · ~A ,s~,z.. -e1,.,E:c..rY2-o-op,,c s '2.'152 L..DlC::.~f2.. AV-e. . Wf.:.S-r CAn-L--S BAD I CA . (ioT 8"-CA(l.LSB..AD OAl~S" m).s. -l>Af2.~) PROJECT NUMBER: DATE: f? --'2 4 -i?°, f>LAIJ cMectL :#== ~, .. 2 7 4- CD yl::(1:; So11.-.s ~;Jt;,,.JrleE;f?-(2-E:4?01::-s-r:r A f ui.t.-4: I/JC.Jl'es op- SA1vr.:> g~L,Ovv TH;;. VAfOfk pAf?f?.1et?:. we . /Jv~'f,/D F Dl(l.~c.r Tl::(£:-COV[(lAC.-TDl'Z-IP pt?:oVH).f:-TH1S; At PfJ/2-: @~v,s~p t>~J23JL-10( s~. {?1-fct.,osf;;D') .. WAS' Dc;;U@--MJN''ef> tUAT AL-L FOOT JJJGrS AS l>f2.AW,V Awl> 'PIM'f;:;J,JS/OJvr-t> fJ)o.S-r f{U>BABL:<z::' WJL-l-f3e ; MAY fU:QUI~ l>e~f~NJfJG TD A~vt1E::\/J:;. -rrt1.s. fl)o poo,u-.fG; SWA\A., STIZ-A C>DL-E: A C-vr I f//..,,L ' ltJ~fZ-FA:e--e. tt{IS VVll/'-HAVE=-:t5> {3e f)£;1JW,1'1Jlv'BD 6 r,J -~ J li=: f3 ':( SD I L-S f; N Gr , • I I ,. 1 ,;:,,·, • . . ,l!-t-of\JT, ~~J 'f .. :. . ' . '· . _. . . . ' I . 2 ~ -\\ -\'\I ,., I • o I \ ,f I,,•• I . \,.. ' . ~--------------------j l.~. PHLS,@.,, 4-ollo~c . ... .. . ·-· I '2!.(pll . =~ 11-c)I --- ,. @/ ·c,r, _f 0'. ; . . . ( 0 11 • - .. n :··!·· SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. July 20, 1 987 Kaiser Eleccro-Opcic 2701 Orchard Park Way Sctn Jose, California 95134 Accencion: Mr. John Balkwill SOIL ENGINEERING & ENGINEERING GEOLOGY Job No. 05-6807-001-01-00 Log No • 7 -1 8 9 1 SUBJECT: GRADING AND FOUNDATION PLAN REVIEW Loe 8, Carlsbad Oaks Business CenFer Carlsbad, California Genclemen: As requested we have compleced a review of che grading and toundacion plans provided by Krommenhoek/McKeown and Associaces. We have found chese plans to be in general accordance wich our recommendations except for the following items. (1) The foundation plan shows 2 inches of sand beneath the moisture barrier. We recommend that this be increased to 4 inches as recommended in our geotechnical investigation. (2) All footings should be founded entirely in either fill or bedrock. The grading plan indicates that a cut/fill ;· transition will be created during fine grading. To prevenc possible differential settiemenc, two options are recommended: (a) deeper footings so that they all are founded on bedrock: (b) overexcavate the building pad to a depth of 3 feet below bottom of the deepest footings, and co distance of three feec outside the building, and recornpact co finished grade. Footings may then be constructed as shown on the foundation plan. 6455 NANCY RIDGE DRIVE• SUITE 200 • SAN DIEGO, CALIFORNIA 92121 • (619) 587-0250 y/· f( !i$ - Kaiser Eleccro-Optics July 20, 1987 - Job No. 05-6807-001-01-00 Log No • 7 -1 8 9 1 Page 2 The opportunity to be of continued service is appreciated. If you have any questions please feel free co concact the undersigned. Very truly yours, SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. Robert M. ~intner Scaff Engineer RMP/AFB/mp Distribution: (1) Addressee An~i~7.C Expiration Datei 3-31-91 Chief Engineer 1 (1) Krommenhoek/McKeown. and Associates 40333 KHOMMENHOEK, McKtDWN & ASSOC. RECEIVED AUG 201987 l\pproved by:------- Amount: Comments: August 19,1987 KroD1Denhoek/McKeown & Associates P.O. Box 82208 San Diego, CA 92138-2088 Attention: Rob Smith burkett~ &wongw structural & civil engineers 3il 3il fourth avenue son diego. ca. 92103·'1911 phone (619) 299-5550 Subject: Kaiser Electro-Optical, -Grading and Foundation Plan Review by San Piego Geotechnical Consultants, Inc. - Dear Rob, The following is our responce to the items of concern addressed in the attached letter of July 20, 1987 from San Diego Geotechnical Consultants, Inc. 1. Per Telecom with Bob Pintner, their intention was to require the 4 inches of sand recommended in their report to_be located below the vapor barri~r, and not distributed 2 inches above and below the vapor barrier as shown on the foundation plan. The total sand requirement would be 6 inches, 2 inches above the vapor barrier and-4 inches below. 2. The bottoms of all footings should be located on bedrock. Some footings may require deepening to achieve this. Sincerely, BURKETT & WONG Michael J. Hayes Structural Engineer MJH:sw encls. 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 Tom Awbry QCitp of QCarl~bab COMMUNITY DEVELOPMENT September l, 1987 Krommenhoek/McKeown & Associates 1515 Morena Blvd San Diego, Calif 92110 PC 87-274, KAISER ELECTRO OPTICS Mr Dennis Merrill of Mr D1 s Plumbing Design has sent us a letter requesting approval to install sewer for this building at a grade of 1 /811 per foot. Approval ·is denied because it has not been shown that the sewer is impractical because of depth or structural features or because of the arrangement of any building or structure. Please install the sewer at 1/411 per foot as required by the Uniform ~~:coo~J/Lz MARTIN. ORENYAK, DIREC~ xc: Dennis Merrill Glen Adamek Tony Mata cd TELEPHONE (619) 438-1161 I o ,, e,13 81-2.7'1' 8/s1/a 7 August 25, 1987 Mr. D's Plumbing Design Dennis Merrill 1332 Somermont Dr. El Cajon, CA 92021 Krommemhoek / Mckeown & Associates 1515 Morena Blvd. San Diego, CA 92110 Attention: Plan Check City of Carlsbad Reference: Kaiser Electro-Opitics Plan Check No. 87-274 Dear Sirs, We have designed the sewer main through the new building of the above reference project at 1/8" per foot slope. We have used 1/8" per foot instead of 1/4" per foot slope because of the following reasons: 1. The length of the sewer line, which is approximately 260 Ft to 5 Ft out of building. At 1/8" per foot, this is 2.70 Ft of fall added to a starting depth of 3.0 Ft for rough-in of a water closet at the most distant end. Thus we are at approximately 5. 70 Ft deep. If we run at 1/ 4" per foot, we would be ~P.proximately 11.40 Ft deep~ We feel this causes an unnecessary burden on the owner for the cost of the extra trenching, shoring and labor to install a 6" pipe in a 11 feet deep trench. Also there is another 101 Ft from the building to the point of connection at the existing 8 11 sewer lateral at the property line. 2. If you go by the sewer calculations, table 4-1 of the U.P.C., 1985 Edition (Calculation enclosed) we only have 171 F.U. (Sewer Fixture Units). Thus if you go to Table 4-3 and use foot note #5 "For one-eight (1/8) inch per foot slope, multiply horizontal fixture units by a factor of 0.8 11 , We get 576 F.U. 's allowable on a 6" line. We are well within this figure with only 171 F.U. 's. 3. 4. Since a good number of 6" city mains are run at (.05%) 1/2 of 1% slope, we feel that 1/8" per slope is more than adequate. If you look at the sewer profile on sheet 3 of the Civil Drawings, you will see that there is a 12" P.V.C. storm drain line that the 6 11 sewer line has to cross. If the sewer is run at a 1/4" per foot slope, the invert elevation at the 5'-0" from building point would be i.e. 372.47 Ft. thus if you run the additional 101 Ft to the existing 8" sewer lateral at 1/4 "per Ft slope the invert elevation would be i.e. 370.37 Ft; Thus you would miss the existing 8" sewer lateral. If you run the addi~ional 101 Ft at _1/8" per foot then it would run into the storm drain line. we feel that the sewer line should be run at 1/8" per foot as designed. very Truly You~~/ -ff ~~· Dennis Merr ilY .. SEWER r.ALCULATIONS Per table 4-1 FIXTURE Ql'.X. WATER CLOSET (F.U.) 10 URINAL 4 LAVATORY 12 MOP SINK 1 SHOWERS 4 DRINKING FOUNTAIN 2 SINK (COFFEE BAR) 1 SINK (KITCHEN) 1 SINK (ASSEMBLY) 4 FLOOR DRAIN 6 FLOOR SINK 17 F.V. EA 6 2 1 3 '2 1 1 2 3 2 3 TOTAL ·:• ·1···t~i11;:::: TOTAL 60 8 12 3 8 2 1 2 12 12 -2.l. 171 F.U. ·, I .. · . . ,. . ' , .... ~-~-'.!: ... ..: •t •• . .. ,. .-.;, . , ~.. -· -.. , .. ' . • ! SEWER PROFILE SCALE= HORlZ. 1"=.401 VERT. l"= 4 1 Tr 1 ~ I J , .. • r • -.. . . . , ' . STORM DRAIN f SCALE: HORlZ. lu;; VERT. 111 , ;t ... !• -• _ .. b0~, <:.:'£ AsL::\°'A ~ ~ .. ~PJEE.-c<-? ~RL~~ ~°'~~\\(?.)LL ~a:, s LG>~ J:b, \'v\.es. DR .. cG\~~BD. ~. SPECIAL INSPECTOR'S REPORT EACH INSPECTOR MUST COMPI.r.1'! TH!S REPORT AND MAll. IT TO THE DISTRICT omcz or THZ BUil..D~G A.~D SAFETY OIV!SION. WllKL Y O TIN.AL CJ TOT AL TIME ON JOB cm DAYS) .:L BUILDING P!!RM'!T NoBJ-27'-\ DlSTRlCT No __ _ JOB ADDR?.SS--DSJ.. l<DNS\t '\Jee'--? ~ ~~~t::> C9, GE:'fER.AL CONTRACTOR n~~~ <:ot:\nXc. SIZE or BLDG 41, lo:3,\ S5?1 TYP! OJ'WAI,I,l!G-0¾-C-NO. OF STORIES.:j_ TY.PE OF WORK; REINTORCXD CON ClU:TE CJ PRESTRESSZD CONCllTJ: 0 MASONRY C) WELDING~ Hl•T?NSlU BOLTING 0 GYPSTJM CONCU'n 0 DESClUPTION or WORK INSPJ:CTZD ____________________ _ \/ut>D\£~ t>F 'I\/\( . \2--, X lo.4 X '+1 -4" 7a §c>~o .., LOCATION IN STRUCTURE: S:or:;s;5T~S ~~\"'-;\~ 7Si' ~~eL~ a:. 23J ~2,(e Ql>\b.i ~;2..8 .. RE!ii!ARKS \-/oR.K,, ruf-"DRN"~ CJ::?~EDB:Nb'->N-r--n-\ ~ R\~l?Ro'-'~Y> \i:et---.~ ~ S.3:5:L-:t-CTS:£ f-:r:o~~--G--'f:)~C;,t:,. bR-~sSt.S. R>t:¢> ~~'\.~ > All work on this job to date has been satisfactorily completed and conforms to the approved plans and requirements of the L:)N.::-X:f"CRt:'\ Building Code. ;:;.. , '=', 8 e .,,,k:'"< S\· ~ Ii>, 1..\,2,3 Date Special Inspecto= I D Ne. PRINTED 8V MR INSTANT PRINTER-Dov Al S RUBBER STAMP & SPEC WOR~S-,213\ 696-1•15 WHITTIER CA ARS-25 Dunphy Construction Company 4625 Brine11 Street San Diego, CA 92111 Helm Corp< ·'pn San Diego Mechanical \.. .. ntractors 7890 Lester Avenue· Lemon Grove, CA 92045 ( 619) 589-7834 March 2, 1988 Attention: Mr. Al DeAngelis, Superintendent Subject: Kaiser Electro Optics Weight of Sheetmetal Ducts Gentlemen: Per your request, we are submitting herewith, hanger weights of round sheetmetal air ducts 12" diameter and smaller: DIAMETER 12" 10" 8" 6" METAL GAUGE 26 26 26 26 WEIGHT /FT. 3.95 3.29 2. 62. 1.98 t·JEIGHT/HGR.@ 8' 31.6 lb. 26.3 lb. 21.0 1 b. 15.8 lb. The weights tabulated above include allowances for laps and seams and also the weight of fiberglass insulation wrap. If you need additional information, let me know at once. Very truly yours, LDC: tv cc: Mr. Dennis Heine HECi:IVEO MARO 31988 DUNPHY Received MAR 17 1988 CITY OF CARLSBAD DEVELOP. PROC. Sf;:RV. DIV,. .. DATE March 1, 1988 SHEET-~~-!~--~,_··_:_:.,_:_?.·:,:.:,:. over •. ;.: · -.. . : . f(f'lGR-.:.M.,_,_,H,__ ____ _ ) burkett ~ &wong W, . :, . t'.li ·.-Jj JOB NO 3498A ·H- st,ucturol & civil engineers · :<· '·;:' PROJECT Kaiser El ectro-Opti C .. :\· ' $~ ,;, . ,j:fi. -------------------------------------~·, -.. -,i'~ • t .... ~t> •• •,•f-:j, ,, . :{i,_ i! . I; . ,. ;: ......... ~ CONSTRUCTION OBSERVATION: FINAL FRAMING. MET WITH: AL DEANGELES IN GENERAL THE CONSTRUCTION APPEARED TO COMPLY WITH CONTRACT'DOCUMENTS EXCEPT AS NOTED: .. 1. THE CONNECTIONS SHOWN 12/S9 WERE INCOMPLETE@ LINES 12·AND 13 . 2. ADDITIONAL LOADS WERE BEING APPLIED ·ro THE ROOF 2 X 4 SUBPURLINS VIA GYPBOARD, SPRINKLERS, PLUMBING AND H.U.A.C. WHICH WERE OF CONCERN TO THE BUILDING INSPECTOR .. ADDITIONAL CALCULATIONS WERE SUPPLIED TO DUNPHY TO JUSTIFY THE ADDITIONAL LQADS. 3. THE DRAFT STOP WAS INSPECTED AND THE CONSTRUCTION SKETCH REVIEWED AND CALCULATIONS SUPPLIED. 4. ADDITIONAL STRAPS WERE TO BE ADDED TO DETAIL 27/S8. MICHAEL J. HAYES . -~1~· . : \f: ~:i1 ·liii!' . ~---::>t~ K :1 ·., . ·. ~:.·~-\ . "-.,,;, . ,;,,,~ c, :::TH ~~~~~~OEK/MCKEOWN & ASSOCIATES . t>E:fl.lrJIS. Hf/r.Jf:: -C>ut1f'#Y Co,-isr. AL. l>e.ANG.~L,IS-))Utlf>H'( CoNST. MAR 07 1988 DUNDµy_·_, RECEIVED MARO 7 1988 DUNPHY liROMMENHOEK, McKEOW1i\ ASSOC. REC EI V·E D MAR 4 J988 Approvea by: _____ _ Amount: Comments: ..... ,;.. .-~-~ . : . ::~-'I . ,· -. .': To: ) ) American Engineering Labora1ories, Inc. 7940 Arians Drive, Suue A San Diego, CA 92126 Telephone (619) 695-3730 San Diego • Modesto • Corona • Palm Desert KAISER ELECTrol!IC 2701 Orchard Parkway San Jose, CA 95134 Date: March 2, 19ffi Project: KAISER ELECTRO OPTICS 2752 Loker Avenue, ~Jest Carlsbad, CA Project#: 876 Report #: AEL SL-1013 Gentlemen: Enclosed are the inspection reports for the week ending: 2/20/88 All work monitored by our inspectors was done in accordance with applicable codes and specifica"Cions, unless otherwise noted. Should you have any further questions, please do not hesitate to contact our office. 1-Kaiser electronic 1-Krromenhoek/M: Keo,.n & Associates 1-Burkett & Wong 1-Dunphy Construction Carpany 1--City of Carlsbad INC. ~......_.~ Page 1 01_-:-. ~;d~"!~~IA~?.~.~~ ~I NE~~~~'~"~~"?.~AT°r,R~:::.!,~.~- san Diego. CA 92126 Corona. CA 91720 Mooesto. CA 95356 (619) 695-3730 (71~) 272-4330 (209) 576-0813 INSPECTION REPORT Pro1ect R f 7 V Pro,ect Nam~ (per plans) ,&JSt7 l'c (!7 r:::::c:_1Y'o Pro1ect Address (legal) C" !", .).. ltJ/;.,:=7? dYc:' Budding Permit No._-t~-J-'11}--_~2~'/-i+-- Plan File No. __________ _ Architect --------------------------------Govt. Contract No. ________ _ -------...a.~--,----------------------Census Tract No ________ _ Engineer J,Jp,41 Contrac1or j --,J...C'"'-"Of-==1----------------------Other ____________ _ NSPECTION CODE MArL SAMPLING CODE MATERIAL DESCRIPTION INSPECTION CHECKLIST _ OSHPO FL04 _ Concro1e Cy1inoers cc _ At11nt.: Rebar _______ _ _ Plan A Specs ________ _ _QSA FL05 -Cemen1 C _ A1:1ml.: W.W.F _ Cl88fBOCes ________ _ _Specially FLOG _ Mona, Samples MS _ Aemt.· Tendons ______ _ _ Pos111ons _________ _ _ M8Ch~tllCDI FL07 _ Grou1 Samples GS ~1ca1 FL08 _ Masonry Pusms MP _ Roo11ng FL09 _ Masonry Block MB _ Cone.: Muc: 11ps, ------- -Cone.: M1A ups, ______ _ _ Cone.: Mix a!pSJ ______ _ _ s.,.,. ------------Laps __________ _ _ Fu1u,a Con1mu1ty ______ _ _ Concrete FU0 _ Fueproohng FP _Grout.Mix 11ps1 ______ _ _ Conso11e1a11on _______ _ _ Masonry FL11 _ Units (block or bnckJ UB _ Moner. Typotps, ______ _ _ Mona, Batching _______ _ _ Su uct. St&el FL12 -Asphallte Concre1e AC _ Unlls: Block _______ _ _ Elecnooe Storage _ Presuass Cone. FL13 _ Aooilng AS _ unns. BHck _______ _ _ lorque Apph&CI _______ _ _ Poe Ouving FL14 _ Aeinl. Steel ASS _s, .. , _________ _ _ Fueproolmg fL15 _steel ss _ H.S. Boll> --------- _ Walerproohng FL16 _H.S.Bolts HSB -Meier Oeck1n9, _______ _ _ Non-Oes1ruc11ve FLl7 _ Tenoon {PT Strands) TS _ E1ec1rodes ________ _ _ Aspnall Paving FL 19 _ Orner _ Fireproohng _______ _ _ Correcll\'e ac11on required ____ _ _ 01ner _Other _________ _ _ Corrections comp1e1ec:1 _____ _ r: ., / b,o 1 ,,/ 4-c 1,/ 7E)S>r\., \.I (...., tu/: ;} ) l Pager of .5· .. . American Engineering Laboratories. Inc. INSPECTION REPORT Project Name (per plans) _,_L_..·4--'-lS"-'1_=--'-"\'C=-_,,f....;· L==-.;~:...;C:....Tl..:..,.::.2 o;:,___:::U::...Jf._T.:.....;_I (...:.:.=~--------- Inspection ; if r"W :_ I ,( tc.<F n,1 trrl 5-/Zc.i.::,;·1.-ni?C ...//1-) t I!.· i Date :'J-:h I 11 DJ ,.:}l ir, ')I l4L-17t.> i;-h:)?C ,/.1.j(i;;::. fl~')./1..L I I ,J (- I ~ "i< 1..<~ +c..~ '--.u-1 .,l 1.., 1k1 n.Jt, -{? A-1Ul ';)C'-(' , .4Lc:..o ~i i'J,,t-! rY\ _,iv;,, I L I A ·-0 {l ), , ... ri ... I 1--. ,,, , / ..c, ', l.Jr2e t. ~)ti~;'.fvl..~ 'T() {)J/j,, J (;,OM,el 11;:_S, w,rn i?( 14.J ~ rh/1".) = r::=1.: f. 8·77,,Al~ . \ I 7 --- =-+ --------7· ·---------- -_-:~~i-------··-·--------------·- ... ) -1 Page 2-of 3· American Engineering Laboratories, Inc. INSPECTION REPORT Project Name (per plans) --t-~--'-'-l;.._S.>,,<.(_,__R.:::;._..>::6=u=.::.t..:..1'=Ro:::.._.....:0::....LP...:..T_I _L.:::_S _____ _ Inspection Da1e .-·-=--=----i-t------ -~~----1-------~ ---------------------···--·-----····---·---- ----..... - LETTER OF TRANSMITTAL TO: Dunphy Construction Co. 4625 Brinell Street DATE: January 28. 1988 San Diego, CA 92138-4359 ATTN: Al Deangelis RE: KAISER ELECTRO-OPTICS Roof Suspended Piping Weights We are sending: ___ via U.S. Mail --- ___ under separate cover x via hand delivery via inter-office --- For approval ---x For information ---For review and signature ------ For review and comment Revise and resubmit For your action x For your use x As requested The following items: Here are the calculations for the differenct pipe sizes and their respective weights. The waterline calculations include the weight of type "L" Copper, the hanger, 3' -3/8" all thread, and the weight of the water inside the pipe. All based on a 7' length of piping. 1/2" 3 1/2" lbs. 3/4 5 1/2 lbs RECEIVED l" 7 3/4 lbs. ... ~-·-: ·., '• . ·- 1 1/4 -11 1/2 lbs. 1 1/2 -14 1/2 lbs. 2" -22 1/2 lbs. MAR O Z 1988"' t. \ ,i L C DlJI\ID~\r s \98B 3 II -43 3/4 lbs. 2" schedule 40 black steel gas pipe (25 1/2 lbs.) SIGNED: By: --"'""C_a"'-ro_l~y'-n_M __ c_M_o_n_a=g_l_e __ _ 9225 Mira Este Court San Diego, California 92126 (619) 530-1999 rt.iaO D\ n,\o\,-\Y RECEIVED FEBO 3 1988 DUNPHY STATE LICENSE #468776 > \. ~ \ ·.• \ \ . \?'~ '\.,< ', _-;,-,-=--.-------,;;_;;....~~--.;_ -' 4 P.M. I I :I r ~--Page 1 of _L_ . ~ ·wlk~~~~:~~.~~~INE~~~~,:,~.~~?.~AT~R!~~;.,~~.~- san Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 (619) 695-3730 (714) 272-4330 (209) 576-0813 INSPECTION REPORT Pcojeot # , i 7 {p '1 L/ Project Name (per plans)Vi/: IS('IC {!7 (::::;'C,_'JY.O &>ft=1 GS, Building Permit No._-+~,_....ry_--_i~-1+--- Project Address (legal)_~P~'7_'f_.).._~U)~"'""l:-e ..... ·ne,.......,.__,dil'-f-'· ...,.;,,,....;.~· _. M----"::5....._.1:_· _04~,----~'-(_<;"""lS-k.....,-O.!>-'~ Plan File No. ________ _ Architect-----------------------------~----Govt. Contract No. ________ _ Engineer Census Tract·No __________ _ Contractor _______ _,...,'-"'-~l-'-'1=-1e----------------------Other _____________ _ INSPECTION _OSHPD _ OSA _Specialty _ Mechanical _F~cal _/2~;:~~ _Concrete _ Masonry _ Struct. Steel _ Prestress Cone. _ Pile Driving _ Fireproofing _ Waterproofing _ Non-Destructive _ Asphalt Paving CODE FL04 FL05 FL06 FL07 FL08 FL09 FL10 FL11 FL12 FL13 FL14 FL15 FL16 FL17 FL19 MATLSAMPLING CODE _ Concrete Cylinders cc _Cement C _ Mortar Samples MS _ Grout Samples GS _ Masonry Prisms MP _ Masonry Block MB _ Fireproofing FP _ Units (block or brick) UB _ Asphaltic Concrete AC _Roofing RS _ Rein!. Steel ASS _steel ss _H.S.Bolts HSB _ Tendon (PT Strands) TS _Other _Other MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rein!.: Rebar _ Plan & Specs ________ _ _ Reinf.: W.W.F. _Clearances _________ _ _ Reinf.: Tendons _Positions---------- _ Cone.: Mix #/psi -Sizes -----------'-- _ Cone.: Mix #/psi _Laps ___________ _ _ Cone.: Mix #/psi _ Future Continuity _______ _ _ Grout Mix #/psi _ Consoildat1on ---------,-- _ Mortar: Type/psi -Mortar Batching _______ _ _ Units: Block _ Electrode Storage ______ _ _ Units: Brick _ Torque Applied _______ _ _steel _H.S.Bo)ts _ Metal Deckin _ Electrodes _ Fireproofing _ Corrective action required ____ _ _ Other _ Corrections completed _____ _ CERT# _________ _ American Engineering Laboratories, Inc. Page~ of ... "-:>-- 1 NSPECTI ON REPORT P~oject ~:me (per plans) _.._L4-"--_lS----'-'-'lS)__,__tc.."----=t'---'L=-~;;._C"--Tl--'-. :..:..2,_0_--'[j=-· 4--IT---'---'l'--L--'$::::::.__ ________ _ Inspection Date ·-------1-------------------------------=- ------+------------------------ -·-------1--------------------------- ---·-------~-------------- 114 American Engineering Laboratories. Inc. Page 2-of ·3, INSPECTION REPORT Prdject Na!'me (per plans) ---t-!;A--'--'-_l 5__,("'-~'--Q_--=§-=u:..=:i5;__~_!1'-LR~o----=D=---_!__P_:__T:__l _L--=.S ______ _ Inspection Date ------t------------------------ ----·--·--t-------------------------- ·---------~-------------·--------·-------·------··-·- 114 ,, .,• • DAILY REPORT OF GRADING OBSERVATION • IRVINE-·(714) 951-8686 Irvine Soils Engineering, Inc. ,Irvine Geotechnical Consultants, Inc. SAN DIEGO-(619) 587-0250 San Diego Soill:> Engineering, Inc. San Diego Geotechnical Consultants, Inc. SAN BERNARDINO-(714) 884-8828 Highland Soils Engineering, Inc. Highland Geotechnical Consultants, Inc. CALABASAS -(81 8) 888-4994. Coastal Valley Soils Engineering, Inc. Coastal Valley Geotechnical Consultants, Inc. JOB NO. CLIENT ,. DAY· DATE os-r:. 7-001--0J-4'0 f:':fl/5/.f-/l Et!£Crao o,c>r/C ~-&r-.S, 2-"23' -P.8" CITY WEATHER PROJECT ENGINEER -L-s s u/ffi,~ Y tl.:5-~ ts a ls ~ GENERAL LOCATION OF FILL PURPOSE OF FILL OR NATURE OF STRUCTURE TO BE SUPPORTED MAX DENSITY STANDARD ·s /:: (? Ol?Jv r-/l ?;j 4---r E/Z [!;!#~AYER D gi~i~LE) GENERAL CONTRACTOR GRADING OR EARTHWORK CONTRACTOR TODAY'S APPROX. YARDAGE ,OtW.Ph 1/ GEN. CONTRACTOR'S SUPT. GRADING·CONTRACTOR'S SUPT. OR FQREMAN SOURCE AND CLASSIFICATION OF FILL MATERIAL /?".: "T";'P'.,S t 4A'/ VISITORS l\o<L- EQUIPMENT USED FOR HAULING,.FILLING, COMPACTION, WATERING, ETC. / -7 /O w/w#r--e FAILING TESTS, LIFT THICKNESS, OTHER REMARKS . SPECIFIC LOCATION OF WORK PERFORMED Q//.S,, AREAS·OF ADDFrlONAL CONCERN ADDITIONAL TESTS REQUIRED? NO O .YES O WHERE? ENGINEERING FILE • WHITE FIELD FILE • YELLOW - TECHNICIAN JOB SUPERINTENDENT • PINK YARDAGE MOVED TO DATE TIME-CHARGED APPROVED BY RECE PAGE OF Project# Page 1 of _J_ A~~~~:~~.~~?INE:~~~;~.~~~u~~AT~R!~~;.,~~.~- san Diego, CA 92126 Corona, CA 91720 (619) 695-3730 (714) 272-4330 INSPECTION REPORT Modesto, CA 95356 (209) 576-0813 131 ,,z:1Li -'l==fi'---l.--""-':=...;c--c,,.---->-....::==->-i!'==---'=--1--"-'--=::::--~=-------Building Permit No. ____ ~ ___ J,_ __ ---':C---=----,~-=-¼-""d.>.---'-,-'µ:....o.,.__-""'""--..e;..L-._-t--+-'--"=:::..,L~~=--Plan File No. __________ _ f..r-;hitect __ /-'!..L-><'-½'s..r.:'"""'~¥l-.CJ:>'-4!--,'--l~~...µ~.=i=....::.--------------Govt. Contract No. ________ _ Engineer _JL!::~~~'-.-L-1-,,.~~:'...L:i~,:q,,c.. ___________________ Census Tract No. _________ _ Contractor ------:if'.......,"l'f-:.,.-t:rl---'---------------------Other _____________ _ INSPECTION _QSHPD _QSA _ Specialty __ M'.~.hanical ___,.. E'ft:·ctrical / R1eofing _ Concrete _M.tsonry _ St,uct. Steel _ Prestress Cone. __ P.le Driving _ F:reprootmg _ Waterproofing __ Non-Destructive _ Asphalt Paving CODE FL04 FL0S FL06 FL07 FL08 FL09 FL10 FL 11 FL12 FL13 FL14 FL15 FL16 FL17 FL19 MArLSAMPLING CODE _ Concrete Cylinders cc _Cement C _ Mortar Samples MS _ Grout Samples GS _ Masonry Prisms MP _ Masonry Block MB _ Fireproofing FP _ Units (block or brick) UB _ Asphaltic Concrete AC _Roofing RS _ Reinf. Steel RSS _Steel ss _H.S.Bolts HSB _ Tendon (PT Strands) TS _Other _Other MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Reinf.: Rebar _ Plan & Specs ________ _ _ Reinf.: W.W.F. _Clearances _________ _ _ Reinf.: Tendons _ Pos1t1ons _________ _ _ Cone.: Mix II/psi _ Sizes __________ _ _ Cone.: Mix #/psi _Laps ___________ _ _ Cone.: Mix II/psi _ Future Continuity _______ _ _ Grout: Mix #/psi _ Consolidation ________ _ _ Mortar. Type/psi _ Mortar Batching _______ _ _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _______ _ _steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _ Corrective action required ____ _ _ Other _ Correcttons completed _____ _ I Project# Pwject Address Page 1 of -f-- AM ERICAN ENGINEERING LABORATORIES, INC. '[i 7940 Arjons Drive, Suite A San Diego, CA 92126 (619) 695-3730 D 1490 Rincon Street, Unit Z Corona, CA 91720 (714) 272-4330 INSPECTION REPORT D 515 Galaxy Way Modesto, CA 95356 (209) 576-0813 --l'=«"-1--''-'-..._-=~___.-.i..e.::::;_,::::;....,.-.,.,::~==---.&:....<'>-'--'--'---'-------Building Permit No,_---'8-=--7_.,,,__,,d""'-_.7'-~1--/ __ Plan File No. __________ _ Arci,itect __ .µ.L..J.LCJ..¥="'"'-l~~.s..o..--JL-/:....!:..,'-4--"-/-;::::,.,.-c.:t::1..L==------------Govt. Contract No. ________ _ Enr,:neer --1..£..=~=..a.,.-l.----=,--=...<.1.-LL"-",;,.::=.-------------------Census Tract No, _________ _ Contractor ----tr'-""_,_.-+-_...,,-....i~-----------------------Other _____________ _ ,, '. INSPt:CTION CODE MATLSAMPLING CODE MATERIAL DESCRIPTION INSPECTION CHECKLIST _QSHPD FL04 _ Concrete Cylinders CC _ Rein!.: Rebar _______ _ _ Plan & Specs ________ _ _OSA FL0S _Cement C _ Reinf.: W.W.F. --------_Clearances _________ _ _specialty FL06 _ Mortar Samples MS -Reinf.: Tendons _______ _ _Positions _________ _ _ Machanical FLO? _ Grout Samples GS _ Cone.: Mix #/psi ______ _ _ Sizes __________ _ LAIcctncal FL08 Rooting FL09 _ Masonry Prisms MP _ Masonry Block MB _ Cone.: Mix II/psi ______ _ _ Cone.: Mix II/psi ______ _ _Laps ___________ _ _ Future Continuity _______ _ _ CQncrete FL10 _ Fireproofing FP _ Grout: Mix ##/psi ______ _ _ Consolidation ________ _ _ Masonry FL11 _ Units (block or brick) UB _ Mortar: Type/psi ______ _ _ Mortar Batching _______ _ _ 5'. uct. Steel FL12 _ Asphallic Concrete AC _ Units: Block ________ _ _ Electrode Storage ______ _ _ ;-n,Jtress Cone. FL13 _Roofing RS _ Units: Brick ________ _ _ Torque Applied _______ _ _ Pile Driving FL14 _ Reinf. Steel ASS _Steel __________ _ _ Flleproohng FL1!\ _ Steel ss _ H.S. Bolts ________ _ _ Waterproofing FL16 _H.S.Bolts HSB _ Metal Decking _______ _ _ Non-Destructive FL17 _ Tendon ·(PT Strands) TS _Electrodes ________ _ _ As;,halt Paving FL19 _Other _ Fireproofing ________ _ _ Corrective action required ____ _ _ . Other _Other __________ _ _ Corrections completed _____ _ - Project# Page 1 of _I_ AMERICAN ENGINEERING LABORATORIES, INC. ~ 7940 Arjons Drive, Suite A San Diego, CA 92126 (619) 695-3730 D 1490 Rincon Street, Unit Z Corona, CA 91720 (714) 272-4330 INSPECTION REPORT D 515 Galaxy Way Modesto, CA 95356 (209) 576-0813 Bf 7-2-70: -±--"''--'-'-.L-.....,__=-_,_-=...-+u-=-+---"""'-V---'--'-""-,.=;.----------Building Permit No,-~-~-~-sc. __ _,__,f--__ -"""---'f-~~.....,..,bE.M--l:<=-....;...;:"----"-'L-1<-""'----\c--:Y--1'--l'-'-""'=---.,.,..<..:.-l..i-----Plan File No. __________ _ Arcl,itect -~~=~~!:::!6..i,':.=:t.!.Ll~"'--....,L.J-·L.1u:::..4:\1:::~~--------------Govt. Contract No. ________ _ Engineer --,-=/3~{.,{,=h-k~-~.,..tt.,_.,-,-~-.J-~-.... U~l.,,_r~r1/'-<...,t"',,.._,~------------------Census Tract No, ________ _ C<:--:ractor ---1::U.,......~-lhl~~-"-t-+--------------------------Other ____________ _ --.U;l:.dli-lilllillllilllllMilllllill-Mlllilip _________ _, _____ llliliililll_illllliU_lllllaii_iilllilli_U&JJUilllilmlil _____ i.lllliliiiiillliilWlmlllllllllllOlfiall-lliifQIIW INSPECTION _OSHPD _QSA _spesialty __ f.i-t1Ehanical 7 fueGtrical -Roofing _ Concrete _ Masonry _ Struct. Steel _ Prestress Cone. _.Pile Driving _ F1re,:,roofing _ Waterproofing _ Nc.1-Destructive _ At.phalt Paving .,4SPECTOR SI CODE FL04 FL0S FL06 FL07 FL08 FL09 FL10 FL11 FL12 FL13 FL14 FL15 FL16 FL17 FL19 MATLSAMPLING CODE _ Concrete Cylinders cc _Cement C _ Mortar Samples MS _ Grout Samples GS _ Masonry Prisms MP _ Masonry Block MB _ Fireproofing FP _ Units (block or brick) us _ Asphaltic Concrete AC _Roofing RS _ Rein!. Steel ASS _Steel ss _ H.S. Bolts HSB _ Tendon (PT Strands) TS _Other _ Other MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Reinf.: Rebar _ Plan & Specs ________ _ -Reinf.: W.W.F. _Clearances ________ _ _ Reinf.: Tendons _Positions _________ _ _ Cone.: Mix #/psi _ Sizes __________ _ _ Cone.: Mix #/psi _Laps __________ _ _ Cone.: Mix #/psi _ Future Continuity ______ _ _ Grout Mix II/psi _ Consolidation _______ _ _ Mortar. Type/psi _ Mortar Batching _______ _ _ Units: Block _ Electrode Storage ______ _ _ Units: Brick _ Torque Applied _______ _ _Steel _H.S.Bolts _ Metal Deckin _ Electrodes _ Fireproofing _ Corrective action required ____ _ _Other _ Corrections completed _____ _ J INSPECTION CODE _0$HPD FL04 -·-O3A FLOS __ Sp,icialty FL06 -Mzal FL07 ~ rical FL08 • R!}ofmg FL09 _ C',;~ncrete FL10 _ ,., H:1onry FL11 _ Struct. Steel FL12 _ Prestress Cone. FL13 _ P,I1;, Driving FL14 _ F1rf•proofing FL15 _ \Afaterproohng FL16 _ Non•Destructive FL17 _ At-[.)Jl!!lt Paving FL19 Page 1 of _J_ A'1/iERICAN ENGINEERING LABORATORIES, iNC. D 7940 Arjons Drive, Suite A San Diego, CA 92126 (619) 695-3730 D 1490 Rincon Street, Unit Z Corona, CA 91720 (714) 272-4330 INSPECTION REPORT MA T'L SAMPLING CODE MATERIAL DESCRIPTION _ Concrete Cylinders cc _ Reinf.: Rebar _Cement C _ Reinf.: W.W.F. _ Mortar Samples MS _ Reinf.: Tendons _ Grout Samples GS _ Cone.: Mix #/pSl _ Masonry Prisms MP _ Cone.: Mix #/psi _ Masonry Block MB _ Cone.: Mix #/psi _ Fireproofing FP _ Grout: Max #/psi _ Units (block or brick) UB _ Mortar: Type/psi _ Asphaltic Concrete AC _ Units: Block _Roofing RS _ Units: Brick _ Reinf. Steel RSS _steel _steel ss _H,S.Bolts _H.S.Bolts HSB _ Metal Decking _. Tendon (PT Strands) TS _ Electrodes _·_other _ Fireproofing _Qther _Other D 515 Galaxy Way Modesto, CA 95356 (209) 576-0813 Building Permit No. _ __.t:'-· _,_7_---=d----7-'--'r'--· __ Plan File No. _________ _ Govt. Contract No. _______ _ Census Tract No. ________ _ Other ____________ _ INSPECTION CHECKLIST _ Plan & Specs _______ _ _Clearances ________ _ _Positions ________ _ _ Sizes _________ _ _ Laps __________ _ _ Future Continuity ______ _ _ Consolidation _______ _ _ Mortar Batching ______ _ _ Electrode Storage _ Torque Applied _______ _ _ Corrective action required ____ _ _ Corrections completed _____ _ ~-, ... ,w.Jlflillllllllil)--llllllUl---··-----iJlll!!il-llllllllDIIIIIWIIPl'8''81fi----ii--.~--~-bl!W!llZilllalliillillillllliiiilml'BltWlllllllililiUIIWlillliliiliil:~illlil'a,WWlll !NS PE CTI ON DA TE,;_;).---'/J~..v-,;-...-----<~_.,__,c.,,c..__! --~~...:.;/(;=s...c--=..u....,;'----='--"--"'-"'"-1--V-""'-'--"-'--1---L-'~-"I ~.,__ ___ _ 1.0 d MR.., v: Ac :fo~+~ 4/?.£ us {~t:-; A--¼-l r -i\-pft:M i:o ""\)e W{5LL em(¼DDW , ,J ;fr 1Jsj2t/4LT; (j4YT1or((JJ:] 1U . CJ-C M.o p(.}--rcuJ· ~ hL-1 sn~ 1Jd0 de= Ctotnfc1 l-=Zl '• ~· I·~· ! .. ~ ... -----------------------~----------------------- Page 1 of __ AMERICAN ENGINEERING LABORATORIES, INC. D 7940 Arjons Drive, Suite A O 1490 Rincon Street, Unit z San Diego, CA 92126 Corona, CA 9172Q (619) 695-3730 (714) 272-4330 INSPECTION REPORT D 515 Galaxy Way Modesto, CA 95356 (209) 576-0813 Project # fe7 {p Project Name (per plans) K-,4:15Et.=c {:t,,,Fe.Tf?p V (TI (!__s Building Permit No._....._8-"-'--7_-~d-'--'-,7_3/.,__.., __ Proj~ct Address ,(legal):2 7')"~ Lo~=---J4u~ b ks T Plan File No. ________ _ Architect /;Ctox°o/-'' ~~1--I e1(!c Jc.&1, 21a -Govt. Contract No. _______ _ E::1gineer · • Census Tract No. ________ _ Contractor ___ ___,..._,,"-""'t-F--"-'----"-'F----=-------------------Other ___________ _ ~,,,_--------11111111f1M!---lllillili------... ----------illila--it.jllil1--------~----- INSPECTION _CSrfPD _C,CA -SftlCially -· Mv(,hanical _ E!~ctncal -,.-"'ti ,ullng _ Concrete _ M .. sonry __ Stmct Steel __ f-lostress Cone. _ ,,,.., Driving · _ F1,cproofing _ Wsterproofing _ Non-Destructive _ A~phalt Paving CODE FL04 FL05 FL06 FL07 FLOB FL09 FL10 FL11 FL12 FL13 FL14 FL15 FL16 FL17 FL19 MA T'L SAMPLING CODE _ Concrete Cylinders cc _Cement C _ Mortar Samples MS _ Grout Samples GS _ Masonry Prisms MP _ Masonry Block MB _ Fireproofing FP _ Units (block or brick) UB -Asphaltic Concrete AC _Roofing RS _ Reinf. Steel ASS _Steel ss _HS.Bolts HSB _ Tendon (PT Strands) TS MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rein!.: Rebar _ Plan & Specs _______ _ _ Reinf.: W.W.F. _Clearances _______ _ _ Rein!.: Tendons _Positions--------- _ Cone.: Mix #/psi _ Sizes _________ _ _ Cone.: Mix #/psi -Laps _________ _ _ Cone.: Mix II/psi _ Future Continuity ______ _ _ Grout: Mix #/psi _ Consolidation _______ _ _ Mortar. Type/psi _ Mortar Batching ______ _ _ Units: Block _ Electrode Storage _____ _ _ Units: Brick _ Torque Applied ______ _ _Steel _H.S.Bolts _ Metal Decking _. Electrodes _ Fireproofing _ Corrective action required ___ _ _Other ---!2o Jl J ~ £) f20V( i41{ { 0 J () f2' (:_ 45 ( D JS , -+-Do--"-O--=fc"---~=--<-s"'--'--'-=-~"'----b-=-'-0 r{~~~~-41-=-"--""-'-=~---::--'-F' 7 =----'---"-'-~//-'--11--+~-'-'--'-W~ 1;:_, 0oss t ·Bu 1_ L uP ~~J: t vJb; sysreYV{ I 1lf6~ eo&Dt Do)S LNei,~ ciDT rnt,f>I., 2Je-t), Ke.?o il ~ l-.:; 4tpu c ikrto j 15 t> rl bo u/~ {)t!sft TE 1l-le: t#31J !/c CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specification_,S..aA licable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineer-~tpini rpro~~~ ~ /, / INSPECTOR_JJ-GNA-'f\JR~ . . ---"""'------"..,--~--1--CERT #-~-------DA TE ,if__V [rf rp < ____ ...... ------------ Project# Page 1 of __ AMERICAN ENGINEERING LABORATORIES, INC. D 7940 Arjons Drive, Suite A San Diego, CA 92126 (619) 695-3730 D 1490 Rincon Street, Unit Z Corona, CA 91720 (714) 272-4330 INSPECTION REPORT D 515 Galaxy Way Modesto, CA 95356 (209) 576-0813 --i=~--...,____,___,...,.._~-~"'-+_,_--'--'=-<----,,--------Building Permit No. _ _,1..,9_7'---..... c?-._,_'7__,7",.._ __ l -"'-'-L.,.<L---'--#L-'-"';.===--....L.~e::...__1,~~:e+----t-.LJ.itL..<1.~1,2.!.--W..:__--Plan File No. _________ _ Ar<:hitect --L..:>-!....:;::._;,,...:..t:.:..::..s:'.!:-'='-.e....::...~~-+---=__;_...:::::...i..::.:...=..--=:__:::==--------------Govt. Contract No. _______ _ E,.,;ineer -=--''-"-=_"-"-.....,.,, _ __,__....:;_=-e....;;.;;,F---------------------Census Tract No. ________ _ Contractor > -.\ ,_ INSPECTION CODE MATLSAMPLING CODE . MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD FL04 _ Concrete Cylinders cc _ Reinf.: Rebar _______ _ _ Plan & Specs _______ _ _OSA FL05 _ Cement C _ Reinf,: W.W.F. ______ _ _Clearances ________ _ _ Specialty FL06 _ Mortar Samples MS _ Reinf.: Tendons ______ _ _Positions _________ _ _ M!lchanical FL07 _ Grout Samples GS _ Cone.: Mix 11/psl ______ _ _ s,zes ---------- ~ectrical FL08 _ Masonry Prisms MP _ Flooring FL09 _ Masonry Block MB _ Cone.: Mix 11/psl ______ _ _ Cone.: Mix #/psi ______ _ _Laps __________ _ _ Future Continuity ______ _ _ Concrete FL10 _ Fireproofing FP _ Grout Mix II/psi ______ _ _ Consolldallon _______ _ _ Masonry FL11 _ Units (block or brick) UB _ Mortar: Type/psi _____ _ _ Mortar Batching ______ _ _ Siruct. Steel FL12 _ Asphaltic Concrete AC _ Units: Block _______ _ _ Electrode Storage ______ _ _ Prestress Cone. FL13 _ Roofing RS _ Units: Brick _______ _ _ Torque Applied _______ _ _ PIie Dnvmg FL14 _ Reinf. Steel ASS _Steel _________ _ _ Fi, eproofing FL15 _ Steel ss _ H.S. Bolts ________ _ _ Waterproofing FL16 _ HS.Bolts HSB _ Metal Decking _______ _ _ No(l·Destructive FL17 _ Tendon (PT Strands) TS _Electrodes ________ _ _ Asphalt Paving FL19 _ Other _ Fireproofing _______ _ _ Corrective action required ____ _ _ Other _Other _________ _ _ Corrections completed _____ _ -...:c .. :.:.,-· --alillilllUIIIUillllflli'l ___ .,. _____ aa! __ ..,. __ llpllllaljll ... --llllllllllM!i-lillilllil~illillllLlllllliiMlllilljillllillllllllllai1811111--llllllllllllilli:llllllllllllllilllllllillllllli- !NSPECTI ON DA TE -==d-::.....+-+-1--1J--~---'-~:.i.........;:::..:...~_.J_/--+~::::.,.._~Ll-l-'11---__J.-+:~CL.1..-=c..,.._-'-'-'-.J..£.J.'-=....:.....,,"'-'--- {)f,l Page 1 of __ AiViER-ICAN ENGINEERING LABORATORIES, INC. "q 7940 Arjons Drive, Suite A D 1490 Rincon Street, Unit Z San Diego, CA 92126 Corona, CA 91720 (619} 695-3730 (714) 272-4330 INSPECTION REPORT 0 ~L0: , . . Project# -ll -~ ii7":- Project Name (per plans) . ffi \.:St,'(4 (;\ <G:cftz..D Q:v-ri'c,5 D 515 Galaxy Way Modesto, CA 95356 (209) 576-0813 Building Permit No. _______ _ Plan File No. _________ _ P•·oject Address (legal)~-~ l~~:Ol~ ~&, LAel&bae -~·.'Chitect -~ln.r~eko~· M~U{V fa1gineer --------~,L.,,1-v=~..,____,:tr...=.....___,__'[J:o.=..~IV__,_ _____________ Census Tract No. _______ _ -------------------Other~vecr W> ita I JI] Govt. Contract No. _______ _ C,;,ntractor tall.~,,- INSPECTION CODE MAT'L SAMPLING CODE MATERIAL DESCRIPTION INSPECTION CHECKLIST _QSHPD FL04 _ Concrete Cylinders cc _ Rein!.: Rebar _ Plan & Specs _______ _ _OSA FL05 _Cement C _ Rein!.: W.W.F. _Clearances _______ _ _Specialty FL06 _ Mortar Samples MS _ Rein!.:_ Tendons _Positions ________ _ ....,... .• Mechanical FL07 _ Grout Samples GS _ Cone.: Mix II/psi _ Sizes _________ _ -jrioctrical FL08 _ Masonry Prisms MP _ Cone.: Mix #/psi _:: P.0ofing FL09 _ Masonry Block MB _ Cone.: Mix #/psi _ Laps _________ _ _ Future Continuity _____ _ _ C.1,ncrete FL10 _ Fireproofing FP _ Grout: Mix #/psi _ Consolidation ______ _ _ :~~1?sonry FL11 _ Units (block or brick) UB _ Mortar: Type/psi _ Mortar Batching ______ _ __ ·:·rruct. Steel FL12 -Asphaltic Concrete AC _ Units: Block _ Electrode Storage _____ _ _ ?.-estress Cone. FL13 _Roofing RS _ Units: Bnck _ Torque Applied ______ _ _ Pile Driving FL14 _ Rein!. Steel ASS _steel __ Fireproofing FL15 _steel ss _H.S.Bolls _ Waterproofing FL16 _H.S.Bolts HSB _ Metal Deck_inn _ Non-Destructive FL17 _ Tendon {PT Strands) TS _ Electrodes ____ A~phalt Paving FL19 _Other _ Fireproofing -_ Corrective action required ___ _ _Other _ Other _ Corrections completed ____ _ ~--C o b56tV6v A-VJ o '.'Qts cvs-5~ w l..\.11 Go.vTf?:A<To? :rbif' :tlesh '""J }-l6t)O J)o,4e.-DS '1tvD ::(µsvLtf1]1>~ &A~O tJttO:Q J)t -:£1V'SJA'LUP "fotZ-¥00,&es TD t • • ' ,. e.oe~t . · L"' 1 L.. G c G<!r1lll}.11Vl-l' Ol?Ot{Z.. v.JlLL, _,IJG " t ' ' . • 1 NII flt, fllsoj;; h6iv11atJ-r1-if[(12v'B~(? 'J2oo{ JAc\4-vJ{;(l6 tvil ~l14bL&' A 1v v C1u fir1J'TtG04tJ -YifU¼ p b A:/;[ . ;eo oG6rt:> A:·pyk1£~ t)flUIAblV As ?h ncf' w,ih r~tr MAvb l t'-'t {1tJ D::1L.~U-6(} 71it: ·_-··S-f½ :5 ·~STc, 1vJ--1'0 12,o { pee¥. AU, 120"-t iw.;7 fVltfftqi1 ~~s co M plt&~ · 1/J•:ib M1-wv1U,,v'¼oo,£,~5 5peoG cJ,l}uJ~ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, 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 eng1neerin opinion or proj t control. INSPECTOR SIGNATUR,:._~.,,-.+:i,.,.,,==--<-~-p~~c:.....::__~CERT 11·-~~------DATE ),.:_ ~-t1 ' I- burkett & wong " ····· r, , , , ,., .. , ,111,•• l· ;>~··Y '•i-''I (: ~.SSOL structural & clvll engineers •i·' . ·,· · · .. ·: ", ··-.... , ..... • . 3434 fourth avenue • san dfego. ca. 92103 • p~~~e, (Af<ji2~cJ-s,;;:;., ;I V E D li ~ ij. ':\.., :w,y JAN 18 1988 MEMO -LETTER l\µnr·y.·~-~.:y. -========= DATE SUBJECT . ' IV e1 (> U l'11: ff V clt./"IC./ L ht:J· > · tJE f-/t~ l! -~ If/I-~ e' /) /Jt~ ----·-··--- ., /-/l-/ -pg b.urkett ,DATE 1 J ENGR /J7 /j_ &wong SHEET 0// j JOB NO eG,-l\1 PROJECT lLA l 3B-f2.. s-t,;ec.. r(2-0 -st,uctu,ol & clvll englneer5 op,1e,,S CA ~LS f?:,A t> _,. I' I~ I I " I I I ~ f '1 ~ 1 11 ~ 1 7 I] l 1 ~ ,, . 3 -~ /(.W/!:,tof,f> t t-t ~ f:/',/~tl) 3 I I I \ J( ' ~~, .--..., 3,, 'I tJ~r~ ptfl ® ... .. -~ ..,----. cLevA-rtoN ., burkett / DATE 1-p__p SHEET l/1 ~ &wong ENGR t.-ltl JOB NO 2 '+-o/ e structural & civil engineers PROJECT Mf 7{:"IC-c;-rJ,, I ,~·,. ~ . 1/ r (?/iJ /V t-c rr O/J. I/...../ -f,tOf/tle- fr ,, l/~ {3/lAC§" A-t @ i. "'!;.. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 8-lc5 -81 QAPPLICANT JURISDICTION: C.A~L'S e;A.o PLAN CHECK NO: 6 I -'2.,. 1 4-" .III-.: ~IC= HE ER QFILE COPY QUPS QDESIGNER PROJECT ADDRESS: Z t 5 2. /....·8K!=: R. Ave. PROJECT NAME: k~!~ee._ ·E:LEGTR.O oP'T!C.,t;;, D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. m The plans transmitted herewith will substantially comply mMt' with the jurisdiction's building codes when minor deficien- cies identified Cf-1 ~ ~~c:::..H-f=::..0 Ll~T are resolved and checked by building department staff. D D 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. D The applicant's copy of ·the check list has been sent to: .Esgil staf~ did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------- Date contacted: Telephone# ----------------- RE MARKS: ------------------------------- By: MA~ U&:L-~, tJZ-f:',,;- ESGIL CORPORATION Enclosures: ----------- / O~ On CF-1, Line 14, show the percent of exterior wall, between conditioned and non-conditioned· space, that is glazed, i.e. Line 13 divided by Line 12 times 100. OB-27 / On CF-1, Line 15, show the average shading coefficient for all glazing, supported by a CF-2. If only one type of glazing, no calculation is necessary just enter the shading coefficient for the glazing. On CF-1, Line 16, enter the allowed percent of glazing, for the selected package, based on the ave.rage shading coefficient shown on Line 15. This entry should be greater than the Line 14 entry. gJ3-'28 On CF-1, Lines 17 through 21 should be left blank for lowrise office buildings. 9~~ On CF-1, Lines 22 through 29, enter the proposed area of skylights and the allowed area p~r the package selected. If more than . 8 skylights attach a separate sheet. ,) Ho0 £ca,Vo;v,, eA.S t). A.JIO /$ s -r; A,£ l{ ,; ($ r.J / ,'V ~ :;· 6-1 t.1.t? -~ V /,J 5 "-c. A (/0 µ, {i) S Ho <..J Au . .,-,, 1--1,,:1 J', c S w.~ -;• o ;.=-_,:.· s :J ... 1 /.-,/ V/.'1. C. (,..I,,_ 1, ~--s /1:f I'. ::.,,1 /---/ (1 (g) CI. ,:5A Rt... V s·u~1,,.J ExH1:'U,<S I U£,v-t . Ut.l -r L..6.1' Ct.e ARA1Jc.e-4, R,.,: u r--1 c. Scr-:!-1"101u 11011 i' 1 j. c; r(!'~' . V h'Joµ 1?11 o ,,:: 01< WA!.. 1-s ® 5 How f(,?t.:.' /Jl?o 1"~c. /io>.1 hi IJC-!. c r ~a V< C Ii e. 1-t , t..A c.. S, o-<' .,a .~ ~ .,f..::, o ..., ,,:...,//t-'tt:.. Sec.7',,,:::, ... , /1,,::;7;0, @ (;or,,,1 t3,,v,.ar10,._J },11/4sre AJ..J~ VeAJ r s Vs 7"efM t1u ", -r CL,-,pl-,,., tJ17H U/JC Se-c.r,.:> ... .) 01.S-. tl) /HIE ~/,II/.. ,'.J,~.) C 0,t:"~1 C.At. Hus, (; OM ~I A.) A /10 A.) WA.s ,,.~ A-v a j !i !· ) ( . ;, ' I· l ' ' ... i; ,,,, 44,000 1 building it makes sense to use comb waste and vent sysiem. Gives them the fl exi bil i ty they need. Do you approve? ,. Carter .-C,e:t .,__~--------· ~pfflt>uAL ___ -roJ~ ~ er 1fe _ --~~-~. f ,. :.. . .:. •,' -,,.; ... -· ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 · DATE: ,-51 -bi QAPPLICANT JURISDICTION: C-A~LS 6.A.O ~=~~ PLAN CHECK NO : 3 1 -'2. 7 1../-, ~ OFILE COPY OUPS QDESIGNER . PROJECT ADDRESS:· '2.11?'2-. Lok.6~ D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified-------------are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. ~ The plans are being held at Esgil· Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. iJThe applicant's copy o~ the check list has been sent to: ' kR O~..i\1--"\ B rJ t+-.::1 E'.K // ('(\c.. kEou.'.) ~ D Esgil staff did not advise the applicant contact person that plan check has been completed. · '~Esgil staff did advise applicant that the plan check has been completed. Person contacted: -roM A1-1J BR y ,d2. ul-1 i=F' Date contacted: 7-ol~ol REMARKS: Telephone * 2 7b ~ 1'1 IQ -------------------------- By: M~\\l Uf:L-b1t0?..&:: ESGIL CORPORATION Enclosures: v)J:'.) ~cl..,\C...:'.\ ~'-1-~<"° '· CITY OF CARLSBAD PLAN CHECK NO. 87-274 II JULY 31, 1987 REMAINING ITEMS FROM ORIGINAL CHECK LIST 38. The city requires sprinklers for buildings or portions of buildings over 10,000 sq. ft. These sprinklers can~ be used for area increases. In thia :as@ a .f:.s.sil:l® s:lution woulcl be a cofflbination of yards and arc a separation ual ls· Please provide an area analysis for the building. The word yard will not do, ~t must be clearly stated that the yards are required for area increases. 84. A rated ceiling is insufficient. The entire assembly over the room must be of one-hour construction. 183. A bell on the exterior of the building is unacceptable unless approved by the city. 187. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). City to resolve. HANDICAPPED C3. The location of the handicapped parking spaces is questionable. Please discuss with the city, I9. Not found on the plans. L. If ramps.are not required, please so state. PLUMBING 1. Combination waste and vent system must comply with UPC Section 615. A. The building official must review combination waste and vent system~ B. The vents for combination waste and vent system are under- sized. (2 1/2 minimum for 3" drain) c. Vertical drains (standard drainage system) can not connect to combination waste and vent system. D. Clean outs are required in all vents in combination waste and vent system. E. 1. Check maximum trap arm length. ' ' CITY OF CARLSBAD PLAN CHECK NO. 87-274· JULY 31, 1987 - CITY REQUIREMENTS 1. Provide details of roof drains to show compliance with city Policy 84-35 (attached). If you have any questions, please contact Manuel Ainza of Esgil Corporation at (619) 560-1468. Thank you. 1/ .. . , / ESGIL CORPORATION 9320 CHESAPEAKE DR .. SUITE 208 SAN DIEGO, C,·\ 92123 (619) 560· 1468 DATE: QAPPLICANT <;f)JURISDICTION~ O-PLAN CHECKER JURISDICTION: 0 FILE COPY PLAN CHECK NO: OUPS ' PROJECT ADDRESS: /..Ot b f.:.o/~(3,A' WS f.AJ{[:::;i( PROJECT NAME~ l<Al~l~R l:;Lf:..Cei:r/<.c.":> OM/(-';> D DESIGNER D D D 0 D • D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien-cies identified ______________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should.be corrected and resubmitted for a complete_ recheck. The check list transmitted herewith is for your information. The p:lans are being held at Esgil Corp. until coz-.rected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy o~ the check list ~:::io H M~ >--} 1--k;::> ~k / Me,.. k~ o u) tJ has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check ha been completed. Person c ntacted: "'T':)M A1.Af!.:;r:;:,..""r - Date contacted: REMARKS: _________________________ _ By: MA.i,JUGL. ,6s·li\JZ.k--Enclosures: _________ _ ESGIL CORPORATION 5 1~<61~; PI.AH CHECK NO •. --=8:=..7~--'t._7~'1" ____ _ JORISDICIIOM: CAJ~J-6BA0 @-z..--.OCCDPAHCY_: _____________ _ BUILDING .VSE: /4AAl~,A£.rC<J@ryc..,, / OF'(:. 7 .TYPE OF ~HS'IRJJCIIOH:_.,..'!ZL::.-t::;;_A .... /'--______ _ ACIUAL AREA:. __ if_1_,Ci._V_' -Ef-t--------- ~ AREA:._.,_/~-~-~--l!,~,tS,:,:"""'.'!I, '---~--->'--· "? -:.:;_ ~ l,.:>::;:s S'l'ORIES: _____ / __________ _ ~ .--? f BEIGB:r: __ __,(c_,.___~ ___________ _ -../f.'E!::::J SPRIHKLERS: __ 1._-1 ____________ _ OCCUP.Allt LOAD:_,--__________ _ REMARKS: ________________ _ PLAN CORREcrIOH SHEET GENERAL COMMERCIAL Date plans received by jurisdiction: ____ _ Date plans received by Esgil Corp. : 'O /-z. ~ 16 I Date 1nitial plan check completed: (,~By: (Y\A/',l~(, />.oi.)Z.P,.. Applicant contact person: AwoP. y Tel. 21b---11, 0 I Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1982 UBC. The above regulations apply to construction, regardless of the code editions adopted by ordinance at the local·level. The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec·. 303 (c), 1982 Uniform · Building Code, the approval of the plans does not permit the violation of any state, county or city law. ·· Io speed .up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet. specification, etc. Be sure to enclose the marked up list when you submit the revised plans. BOIE: PAGE NUMBERS ARE NOT IN SEQ0ENCE AS PAGES BAv.n«; HO I'IEMS HEEDING CORRECrIOH WERE DELEl'ED. List No. 30, 1 4/23/86 GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS ,,. •"" . . 62 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. y.' Please make all corrections on the original tracings and submit two new sets of· prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's buiiding department. B. GENERAL (i:::) Provide the site address and a vicinity sketch on the Title Sheet. t Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. /. 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 design. Please include the California license number and the date the plans are signed. @ Indicate on the Title Sheet whether or not a grading permit is required for this project. /. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. 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. ~ ·Provide a Building Code Data Legend on the C-.r!f1e Sheet. Include the following code information for each building propose4: /. L €?bt,,/)f.v 0CCJJPancy-Group.?-~-5,~7- ~cription of Use ~~etio" .. Sprinklers: Yes or tro' Storiei Height7 Floor Areff r Justification to exceed allowable area in Table 5-C. Justification to exceed allowable height or stories in Table 5-D. C. SID PLAN y.' Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, streets, existing and proposed buildings and structures, location of· yards used for allowable increase of building area and dimensioned setbacks. /~rovide a statement on the site plan stating: 11All property lines, easements and buildings, both existing and proposed, are shown on this site plan11• &. Ct.,tf'AB,'-1 /Nr:;itc,;trce (;9i, !7. IA.I :['lftf; ~l r2 Wt£ lL:??'1-TtoN 15 R.t11-/'3, 'f Cf:: A-<--t--ft-CCC-CIPl-f.-t-./C:, lo/ 111 t.... ¢?AIL r: FL¥ 't--? I . 2 4/23/86 /. Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. )!!I. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. )IS. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. )If. Show and dimension on the site plan all building projections including eaves, balconies, cornices and· similar appendages extending beyond the exterior walls. y." 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. /show dimensioned parking layout including any required ~di~ spaces. L-~-··(P°_ /J!IY.lt: ~ $>f"'ir1..---(J;,J.," ~now the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. D. LOCATION OH PROPERTY r, When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined 'area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. 3 4/23/86 y{. Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). z/.' The exterior 0 walls less than ____ feet to a property line or an assumed property line, shall be ____ fire-rated construction. Section ___ 03 (a). / Exterior walls shall have a 30 inch parapet when less than ____ feet to a property line or an assumed property line. (See exception, Section 1709.) / The exterior wall shall have pro.tected openings (3/4 hour) when closer than ___ _ feet to a property line or an assumed property line. Section ____ 03 (b). · ,-t:' The exterior walls shall have no openings when closer than ___ feet to a prope~y line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section ____ 03 (b). £. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). ~-Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. /.'Projections may not extend more than 12 inches.into areas where openings are not allowed. Section 1710. / Projections over public property must comply with Chapter 45. ~Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third -the distance from an assumed-vertical plane located where fire-resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). ~~ire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). ,;ro·: When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b) • £--A covered p.assageway conne~ting separate buildings must comply with the requirements for an arcade. Section 509 • ·, · " yt'. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). ~ Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (n). ,<: Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire- assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). 4 4/23/86 £ Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire-resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702 .• J'· Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section ___ 03 (p), E. BOILDIIE AREA JI{': When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not ·exceed one. Section 503 (a). c-;7As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. ~ The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506. ~ No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. y.' Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. Section 505 (c). ~Abasement need not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building. Section 505 (d). F' Detail and reference ICBO number or other · approval for horizontal fire assembly using trusses. Section 4303 (b) 6. fo, Detail how fire-resistive wall and cefling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer-vents. Also detail recessed light fixtures. Section 4303 (b) 6. d Roof/ceiling and floor/ceiling assemblies must be of one-hour construction. Detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire-Resistive Design Manual published by the Gypsum Assoc. or U.L. number or item number from Table 43-C. UBC. · ~~ Detail water heater vents located inside fire-resistive wall 'construction or within fire-resistive shafts. /. Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening. Section 4304 (e). ~ Clearly identify location and hourly fire- resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 1706. y.'Note on the plans that elevator doors must be constructed and installed in the same manner as a ______ -hour fire assembly, even though elevator doors are not identified with fire labels. 7 4/23/86 <!3-~ Detail column fire protection per Table 43-A ·in the UBC and specify column impact protection in garage areas per Section 4303 (b) 5. As a minimum, show a 22 ga. steel jacket around each column to a height of 3 feet above the ground for impact protection. L" Structural members such as b~s supporting more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. (t+'~ Clearly specify minimum thickness of walls and slabs to provide ___ -hour fire-resistive rating per Table 43-B and C. Clearly specify minimum cover for bonded reinforcing at _________ fire-rated floors, ______ fire-rated columns, fire-rated beams. Clearly specify mi_nimum cover for prestressed concrete tendons per Section 4303 (c) 3. &Detail all plumbing and electrical penetrations at occupancy, area, corridor or- other fire separation walls as specified in Section 4304 (e). £ Detail all furred ·ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. y.--ciearly label and identify on the plans the "fire-resistive corridors, area separation walls,- shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section'302 (a). I. .------·--tf t-JW~ ~ efltr'L-· ~ WALL ARD CXII.J:M; FiltISII Foam plastics shall not be used as interior finish except as provided in Section 1712. 1/. When walls and ceiling are required to be /fire-resistive or noncombustible, the finish material shall be applied directly against the fire-resistive construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I· material or fire stopped not to exceed 8 feet in any direction. Section 4203, 1. ~ When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. Section 4203, 2. /. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire-retardant treated wood may be used. Section 4203, 2. ·i6,. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly. Section 4203, 4. @ Provide a~ on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B.11 8 4/23/86 A / -hour occupancy separation is required between .J..\'t-occupancy and the 6--Z....-occupancy. Table 5-B, Section 503 {d), Tables 43-A, B, C and Chapter: 43. ~-~dministrative and clerical offices and similar rooms need not be separated from other occupancies provided they are less than 750 sq. ft., less than 25 percent of the floor area of the major use and not related to an H-1 or H-2 Occupancy. Section 503 {d). ~ Provide ___ -hour fire.,.resistive door assemblies in the ___ -hour occupancy separation. Section 503 (c). ~e required. t;hree-hour rated occupancy separation between B-1 and R-1 occupancies may be reduced to a two-hour rating when the B-1 is limited to the storage of passenger vehicles, and the provisions of Section 702 are not applicable. Table 5-B. The two-hour occupancy separation may be further reduced to one-hour, if the aggregate area of B-1 occupancy within the building does not exceed 3,000 sq. ft. Section 503 {d). y"A B-1 occupancy in the basement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. '.!he building above may also be · considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction ONLY if the following Section-702 conditions are met: ~-Exit doors should swing in the direction of egrees when serving occupant load of 50 or more. Section 3303 (d). See doors _______ _ l~Exit doors should be openable from the inside without the use of a key, special_knowledge, or effort. Section 3304 (c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24 2-3303 (c).] v({. Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door-swing of 90 degrees. Maximum leaf width is 4 feet~. Section 3304 (e). £ The.net dim~ion (clear width) at doorways should be used in determining exit widths required by Section 3302 (b). Section 3304 (e), In consideration-of.door thicknesses, panic hardware, door swing etc., the required exit widths have not been furnished. See door ~ardless of occupant load, a floor or ~~g not more than 1/2 inch below the threshold is req~ired on each side of an exit door•/ Section 3304 (h). "'\>r\'e.Q.e; r-0~ ~ p)~ ¥-~~ 0 .tirt vH~M "8T!Jtl.f.. {Z,h\ ( OU'i6 \-.0 . :Jtf9. Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305 (d). /.evolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304 (g). 11 4/23/86 µr. A door may open over a stairway landing provided the door, _in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stairway. Section 3306 (g). ~ Ramps required by Table-33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stairways. Minimum size landings and landing clearances must be provided. Section 3307. ~ Stairway width mu~t be at least 44 inches when serving more than 50 occup_ants; 36 inches when less than 50; 30 inches when used as a private stairway serving less than 10 occupants. Section 3306 (b), Section 3301 (b). .£. Seventy eight inch _minimum headroom clearance for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosings. ~ Stairway handrails should not project more than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306 (b). -,.{e,. Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x@ 1611 O.C. nailers. Section 3306. (m) (n). ~ Landings _should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not less than 5 feet. Section 3306 (g) and Section 3304 (h). ¥-' Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 {d) 5. , P. ROOF , 4(:. A fire-retardant roof covering is required. See exceptions under Section 3202 (b). ~ Specify roof pitch. ~6. Roof pitch is not adequate for roof covering specif~ed. Specify minimum pitch of ____ _ £.sp~cif~ roof material and application. ~ecify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC. ~cify roof slope for drainage o; design to support accumulated water. Section 3207 (a). 170. S w roof drains an~yerflows~ains per ~P,..P,~dix-D-of~UPc:· Section 3207 (a). 10how the legal basis to allow roof drainage to flow onto the adjacent property. @nraft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq. ft. and 100 LF, if sprinklered). Section 2516 (f). /.~-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,QOO sq. ft. of single floor area shall have smoke and heat vents per Section 3206. ~-Provide skylight details to show compliance with Section 3401 and 5207 or provide ICBO or other recognized approval listing. 15 4/23/86 l~r~vide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. -;,tt:_ Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). -y{. Provide a minimum 2211 x 3011 ( or 3011 x 3011 if equipment is in attic) attic access opening. Section 3205 (c). Q. FIRk KX:l:.lBGUISBING ~Fire sprinklers are required for any sto; or basement when the floor area exceeds 1,500 sq. ft.and there is not provided at least 20 sq·. ft. of opening entirely above the adjoining ground · in each 50 lineal feet or fraction thereof of exterior·wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). ¥-Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). l~~ sprinklers are required at the top'of f rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floors shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). ~re sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors. Section 3802. WIT¼- ]J3C Provide fire sprinklers ________ _ S~ction 506, _507, Sos· or 3802. jurisdiction ord~ce. See also // ( 18~. 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. 18'-Provide class ___ standpipes per Section T ~~07. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. ~: Provide a copy of the project soil report prepared by a california licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. ~pacify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. /47.Arovide a letter from the soils engineer ~nfirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans.. (When required by· the soil report). 16 4/23/86 .,.........-·, c '-lf-.A-,et--{ s 1-f:>t.v C,)AJ 7H§. C..A ~,., £.,,,., . 'tf'·'Z._ !>Oil,.._ (/,J:/1-vt._:, 1..,.)~U::::, IV--- 'Tlff_ p:a::'1Ti,v4 p'f..Y'r><I The foundation plan does not comply with the following soil report reconunendation(s) for this project _________________ _ ~ovide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. ~ Note on the foundation plan that: "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: a. the building pad was prepared in accordance with the soils report: b. the utility trenches have been properly backfilled and compacted, and; c. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". ~Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. ~ow height of.all foundation walls. Chapter 23. ~ height of retained earth on all foundation walls. Chapter 23. ~Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. ¢.' Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. ~ote on plans that surface water will drain_ (___,,,6ay from building and show drainage pattern and key elevations. Section 2905 {f). ~Dimensio~ foundations per Table 29-A. NUIIBEROf THICKNESS OF OEPTHBELOW FOUNDATION WALL FlOORS (lnchHI WIDTHOf THICKNESS UNDISTURBED SUPPORTED FOOTIHG OF FOOTING GROUND OYTHE. • UNIT (lncllH) (lncllH) SURFACE FOUNDATION' CONCRETE MASONRY (lnche•I I 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 ¥,show foundation sills to be pressure treated, or equal •. Section 2516 (c) 3. ~ Show foundat;on bolt size and spacing. Section 2907 {e). ~ Specify size, ICB0 n~ber and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f), ~ Show size, embedment and location of hold down anchors on foundation plan. Section 2303 {b) 4. ~Note on the plans that hold down anchors must be tied in place prior to foundation inspection. ~ir."Show adequate footings.under all bearing walls and shear walls. Section 2907 (d). 2pi{.:_Show stepped footings for slopes steeper than 1:10. Section 2907 (c). ~how minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of g~rders. Section 2516 (c) 2. ~how pier size, spacing and depth into undisturbed soil. Table 29-A, ~ Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. 17 4/23/86 ~how minimum under floor ventila~ion equal to 1 sq. ft. for each 150 sq. ft. of under.floor area. Openings shall be as· close.to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. 2/ Specify that posts embedded in co~crete shall be pressure treated per· UBC Standard No. 25-12. Section 2516 (c)' l. S. MASONRY ~ Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and 119 wire in horizontal joints or show construction to be.per attached sheets-30-1 or 30-2. pi', Show height and construction details of all masonry walls. Chapter 24. ~ Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 41 in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. ¢°· Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2212 (j) 3. A. ?ii/4ovide details for damp proofing the ?;~~~ation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). 44. Wood stud bearing walls, with studs at 2411 o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 1611 o.c. and do not bear within 511 of the i supporting stud. Section 2517 (g) 2. \ . , . ~ Specify plywood grade and panel .· ~dentification index. Table 25-N. \ 24q. When roof pitch is less than 3;12, design #dge as a beam. Section 2517 (h) .• 247. If foundation cripple wall studs are less ~ 1411 framing shall be solid blocking. Section 2517 (g) 4. l ' 248. Cripple wall studs exceeding.4 feet in height ~hall be 3 inch by 4 inch or 2 inches by 6 / ;inches when supporting 2· stories. ~ection 2517 (g) 4. ! / 249. Show plywood sheathing over-exposed eaves, or !other weather exposed areas, is exterior grade. fSection 2516 ·(g) 3. ; 2~0. Show a weep screed at the foundation plate J line on all exterior and stud walls to be f stuccoed. Section 4706 (e). ! / 251. Ridges, hips, and valleys shall be at least { one size larger than supported rafters. l Section 2517 (h) 3. \ 252. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). 20 4/23/86 U. MISCELI..ARmDS 2 3. Show light and ventilation, for areas customarily used by people, will comply with Section 605. ~ 4. Provide de~ils of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. 255. Provide restrooms for each sex if the number of employees exceeds 4 and both sexes are employed. Section 705 (B occupancy). 2\56. Show unenclosed floor and roof openings, open \~d glazed sides of landings and ramps, 'balconies or porches more than 3011 above grade or floor, and roofs used for other than service to the building have 42" minimum height· guardrail, through which a 611 sphere cannot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50) •· Section 1711. Table 23-B. · V •. ITJLE 24 BANDICAPPID ACCESS @)Provide note and details on the pians to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. W. DKRGY CONSERVATION 2 8. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. 58. Provide electrical plans, plan details, calculations cillld the completed Form 5 to show compliance with state regulations for energy conservation. /..' Incorporate in the plans or specifications the attached 11Iitle 24 Mandatory Requirements11 and the 11Title 24 Construction Compliance Statement Requirements11• 260. Please see additional corrections, or remarks, on the following page. The jurisdiction bas contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, Califomia 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact ;I/AA/U23L-A IN'ZA--- at Esgil Corporation. Thank you. Enclosures: l. 2. 3. 21 4/23/86 87-t7tf TITLE 24: DISABLED ACCESS REGULATIONS I NON-RESIDENTIAL CHECK LIST! AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. KSANDSJDEWALKS(SEC. 2-3325) Walks and sidewalks shall have a continuoua com• on surface, not interrupted by step, or by abrupt changes in tc,·el exc«ding 'lz inch, and shall be a minimum of 48 inches in width. '2., Surfaces with a slope of less than 6 percent gradient shall be at least as slip-resistant as that described as a medium salted finish. '--s,.. Surface's with a slope: of 6 percent gradient or greater shall be slip-resistant. ~ Surface aoss slopes shall not exceed \4 inch per foot. --6.,_ Walks, sidewalks :and pedestrian ways shall be free of gratings whenever pouible. For gratings located in the surface of any of these areas, grid openings in gracings shall be limitedto Ya inch in the direction of traffic flow; "'6. When the slope in the direction of travel of any walk exceeds I vertical to 20 horizontal it shall comply with the provisions for Pedestrian Rllnlps. brupt changes in level along any .ccessiblc route all not exceed 'lz inch. When changes in level do· occur, they shall be beveled with a slope no greater than I :2 except that level changes not exceeding ¼ inch mav be vertic:rJ. When changes in levels greater tha.n· I, inch an: nc:'cessary they shall comply . with the requirements for curb ramps. ~ Walks shall be provided with. a level area not less than 60 inches by 60 inches at a door or gacc that swings toward the walk, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 inches 10 the side of tile strike edge: of a door or pee: " that swings toward the: walk. AU walks with continuous gradients shall have level arc:is at least 5 feet in length at intervals of at least every 400 feet. ZARDS (SEC. 2-33.26) Warning curbs. Abrupt changes in lcvc:1, except ctwccn a walk or sidewalk and an adjao:nt street or dm·cway, exceeding 4 inches in a vertical dimcn• sion, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at lc:i.sc 6 inches in height above the: walk or sidewalk surface to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb is required· when a guidc:rail is provided centered 3 inches (plus or minus one inch) above the surface of the walk or sidewalk: the: walk is 5 percent or less gradient or ..._, no adjac:c:nt hazard exists. ;r.,...overhanging Obstructions: Any obstructions that "-. ·~ erhani:s a pedestrian's way shall be a minimum of inches above the walking surface as measured _ /·from the bottom of the obstruction. Jr :ARKI:-IG {SEC. 2•7102) I. The following table establishes the number uf handi• capped parking spaces required: ·Total Number of Parking Spaces I· -lO ••••••• 41. 80 •••••• , 81 • 120 ••.••.• 121 • 160 •.••••• 161 • 300 ••••••• 301 • +oo ••••.•• 401 · 500 ••. ,.,. over 500 ..••.• , Number o.f Handicappc:d Parking Spaces Required I 2 3 + 5 6 7 I for each 200 additional spaces provided When less than 5 parking spaces arc provided, one shall be: 14 fc:et wiue and lined to provide a 9 foot p:arkin1' uca and a 5 foot luadin,; and unloadin,r area. 2, l'hysi.:&lly handi,;,.ppc:d parking spaces shall be le> Qtc:d as near :is prao:tical to ~ primary entrance. If only one: sp.ac:e is pr11vidt:d, it shall bi: 14 feet wide and lin.-d to providi: a 9 fnol parking area and a 5 foot loading and unln .. ding uea. When more 1han one space: is pru~i,ktl in lieu of providing a 14 foot wiuc sp.1cc for each parking space, two spaces can be provided within a 23 foot wide area lined to pruvid.-a 9 foot p;ukin,t .irc,a on each side of a 5 foot luadin,; and unloading area in the: center. The min• imum lent1th of.each po1tkin11 space shall be: 18 fec:1, 3, In c:ac:h parkin11 area, a humpcr or curb shall be pro- vided and Jo<.,llc:d to prevent encroachment or can over the required width of walkways. Also, the space shall be so located that a handicapped person is not compelled to wheel or walk behind parked cars other than their own, Pedestrian ways which are :i.ccessible to the: physi• ally handicapped shall be provided from each such parking space to rcaltcd facilities, including curb c:uu or ramps as needed. Ramps ~I not encroach into any parking space:. EXCEPTIONS: I. Ramps located at the front of. physically handicapped park_ing · spaces may encroach into the length of such spaces when such encroachment docs not limit a handicapped person's capability to leave: or enter their vehicle thus providing equivalent facilit:uion. 4. Surface slopes of parking spaces for the physically handicapped shall not exceed ¼ inch per foot in any direction. 5. Entr.ances to and vertical clearances within parking structures shall have a minimum vertical clc;:uancc: of 8 fc;et 2 inches where required for accessibility to handicapped parking spaces. 6~ Handicap p11rking identification signs· st,all be provided as required by Section Z-7102(e) 1n ·the follcwing locations: •• ~ ttie pavement within each required park• ing space . b. At the antrance to the parking r~c:ility. • D. S~ITARY FACUTIES (SEC. 2-5p) /!-Where separate facilities arc provided for non-handi• capped persons of each sex, separate facilities shall be provided Cot handicpped persons of each sex. also, Where unisex facilities are provided for non- handicapped persons, such unisex facilities shall be ovidcd for the h:i.ndicapp:d. Where sanitary facilities arc located on accessible floors of a building, they shall be made accessible to the physic::ally handicapped. Passageways leading to sanit:i.ry facilities shall have a c:lear aco:ss width as specified in Chapter 33. All doorways leading to suc!I sanitary facilities shall , have: / a) A dear un.:ibstructed opening width of 32 inches,/ b} A level and clear area for a minimum depth ,of 60 inchea in the direction of the door swing ~, measured at right angles to the plane: of the 'lour in its closed position, and 44 inches where :he door swings away from the level and clear area. ... Multiple accommodation toilet facilities shall have the following: a) A clear space measured from the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe: a circle with a diameter not less than 60 inches, or a dear space 56 inches by 63 inches in size. Doors other than the door to the handicapped toilet compartment in any position may encroach into this space·by not more than 12 inches. b) A w,uer closet fixture located in a compartment shall provide a 28 inch wide clear space·from a fixture or a 32-inc:h wide clear space from a wall at one: side of the water closet and a 48 inch long clear space in front of the water closet if the companmc:nt has an c:nd open in!{ door ( facing the water closet). A 60 inch minimum length c:lear space shall be provided in a compartment with the: door located at the side. Grab ban shall not project more than 3 inches into the clear spaces aa specified above. c) A water c:lo,ct compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unobttructeri opening width of 32 inches when located at the end and 34 inches when located at the side with the: door positioned ai an anl{le of 90 del!fcC:S from iu closed position. Except for door opening widtha and door swings, a clear unobstnic:tcd acccu not lcu than 44 inches shall l>c provided to water closet compartments dcsi~ncd for use by the handicapped and the space, immediately in front 102385 , , ~; ,:, ol a _,er c:loac, coinputmcnt shall be 110t lcu tbat -18 inches u measured at right an11lc1 to com• partmcn, door in ill c:loocd position. 5. Slnqle ac:eao,oadation toilet rac:iliti .. shall hfte tile r0Uow1nq1 Then 111e.U be surrlcient space in the toilet r-ror a -.1c11air -••· udnq JD inct>n aide by 48 inctlea lonq to enter tile raao and p11C"111it the door to cloH, The Hter closet shall ba located 1n a •Pac" which pruv1de:1 a 28 incn eida clear space rroa a fh• ture or a JZ inch eida · clear Sjlace rrOlfl a eall at one sida of tha fftar c:loMt and 48 inc:haa of clear SIJ&ea in rront of_ the watar cloHt. 6. ln an existing buildin11 a s_in11lc accommodation toilet facility may have the water c:loact fumuc located in a compartment which pcovidc1 a dear space o( noc !cu than 36 inches wide by -48 inchc1 long in Cront 'l C the water do act. 7. Crab bus tuc::ucd on each side, or one side of the back of the physically handicapped toilet stall or compartment shall be securely attached 3! inchc1 above and par:altel to the floor. Crab ban at the side shall be :at lease 42 inches long with the franc end . positioned 24 im:hcs in front oC the water dosec stool and gnb bars at the back shall be not lcsa than 36 inches lon11, The diameter or width o( the gripping surfaces of a gnh bar shall be 1\4 inch 10 1~ inch or the shape shall· provide .an equivalent gripping surface. If grab ban arc mounted adjacent to a wall, the space be• two:cn the wall .ind the grab ban shall be l ~ inches. 8. A dear floor space 30 inches by.48 inches shall be provided in front of a lavatory ·to allow a forw~d approach. Such· dear floor space shall adjoin or overlap an accesible route and shall extend into knee and toe spac:e underneath the lavatory. 9. Whcri: urinal• arc provided. at lc:ast one shall have a dear floor space 30 inches by 48 inches in front ol the urinal to allow forward approach. 10. · lotlera racilitin .ror b•thing are provided ror tha public. clienb ar eaplayan, including -rs, b•thtubs or lodcars. at la~t one suc:11 racility shall COIIIPlY with tha handi• ~ acccH standards ill Section Z-511 ( a ) 9 • 11. 1/4 inc:11 thicfc identiflc:ation syo,bols ~•11 be pra·vidlld on doors to sanitary t'acilitin. A' 12 inch triangle for .n and 12 inch dla- •ter circl• tar -ia raqu.ired, E, WATER CLOSETS (SEC. 5-1502) l, The height of acceuible wucr closetl shall be a min- imum of 17 inches and a maximum of 19 indtcs measured to the top of the toilc:t seat. Flush controls shall be operable by an oscillating handle with a maximum operating force: of 3 lb or by a remote low voltage buuon. The ha.sidle or button shall be locatc:d so they are operable without requiring cxcesa.ivc body movement. F. URJNALS (SEC. 5-15.03) l, Where urinail are provided ac lc:ast one elongated rim at a maximwn of I 7 inches above the floor is required. 2. Flush controls shall be hand operated, and shall be fflOWltc:d no more than ff inchc:s above the: floor. G. LAVATORIES (SEC. 5-1504) 1. Lavatories shall be mounted with a clearance of at lcaat 29 inches from the floor to the bottom ol the apron with knee dcarance under the front lip ex• tending a minimum of 30 inches in width with 8 inches minimum depth at the top, Toe clearance shall be the same width and shall be a minimum of 17 inches deep from the front of the lavatory. 2. Hot water and drain pipes under lava,oric:s sha.11 be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatoric:1. 3. Faucc:t controls and opcradn,r mr:chani1m1 shall be operable with one hand and shall not require tight ~spin!(, pinching or twistin,r of the wrist. The force r"'luired tn activate: controls shall be no greater than 5 lb. Levcr-upr:ratc:d, push,typr: and electronically concrollc:d mechanisms uc r:xamples of acccp,ablc: dni~s. Sclf•dosinif valvr:s are allowed if the faucet rcmai:,1 open for ,u least IO seconda. PAGE 2 H. DRINKJNC FOUNTAINS (SEC. 5-150 7, 2-511) 1, The ,!rinking fountain ahall be & minimum of I a indtes in depth and there shall be c:lcar and unob- stnic:tcd spacc:s undc:r the: drinking fountain not less than 27 inches in hc:ight .utd 18 inchc:s in depth, the depth mcasu.rcmcnts being taken from the front.edge of the founcain. A side approach drinking founwn is not acceptable. 2. The: bubbler shall be activated by a control which is easily operated by a handicapped person suc:h aa a hand-operated lever type control locatc:d within 6 inches of the front of the fountain, .i pwh bu c:on,rol along the front oJ the drinkin11 fountain, etc. The bubbler outlet orifice shall be located within 6 inches of the front of the drinking fountain and shall be within 36 inchc:s of the floor. The water stream from the bubbler shall be subttancially· par.allcl to the front edge of the ~nlcin,r fountain. S. '¥he.re water fountains arc provided, they shall be io)ut.:d c:omplc:tely within alcoves, or ochcrwisc positioned so u not to encroach into pedestrian W&YL L D.90RS It HARDWARE (SEC. 2·3301, 3304) /4 All primary entrances to buildings shall be made accessible to the handiapped. ,Y. Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that arc hand acti• vatc:d and which arc in a path of .tnvel, shall be oper• able with a single effort by lever type ha.rdware, by_ . panic bars, push,pull ac:tivating ba.rs, or othc:r hard• ware designed to provide passage withouc requiring the abilicy to grasp the opening hardware. Lockc:d c:xit doors shall opentc as O:bovc in c:grcss dirc:ction. . Doors to individual hotel or motel units shall oper- ate similarly, except that when bolt and unlatching opcntion is key opencc:d from corridor or exterior side of unit door, large bow keys (2 inch} full bo"1 or l "-inch (half bow) shall be provided in lieu of lever type hardware on the corridor side. Sep:u-atc dc:ad lock activation on room side of corridor doors in · hotels or motels shall h:&ve lever handle or large thumb tum in an easily reached location. /width and Heights. I. Every required exit doorway shall be of a size as 10 permit the installation of a door not le11 than 3 feet in width and not less than 6 feet, 8 inches in height. When insr.a.lled in exit doorways, exit doon shall be capable of opening at least 90 degrees and shall be so mounted that the _.,cJcar width of the exitway is no, less than 32 inches. If. For hinged doors, the opening width shall be mea• ' sured with the door positioned at an angle of 90 degrees from its closed position. At leut one of a pair of doors shall meet this opc:ning width require• ment. Revolving doors shall no, be us.c:d :is a required ~cc for the physically handicapped. y.Maximwn effort to operate doors shall not exceed 8 • .5 pounds for exterior doors and .5 pounds for interior doors, such pull or pwh effort beinK applied at right angles to hinged doors and at the center plane of slidinir ar Colding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors arc required, the maximum effort to operate the door _ ./!:'ay be increased not to exceed 1.5 pounds. j< Construction. The bottom IO inches !)C all doors except automatic and sliding sh.ill have a smooth uninterrupted surface to allow the: door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where oarrow frame doors arc used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest _,....without acating a trap or hazardous condition. .;r: I.bresholds shall not c:xoec:d I', inch in height. ~here turnstiles arc used a door or gate that is accessible co the handicapped shall be provided /'.;~ithin 30 fret. c_;;,,.;:::re shall ba I level clear ern on each 1ide of ., eait ar p•H"'ll doOr, Provide 60_ ircl'le• clear in tile direction of the doOr swing and " lnc1'c1 on the aide oppoaitit tl',a door swing direction, l'teaaurc,oenta era to be at right. w,qle• ta the cloaad door, 102385 _J \ ~~~,::: p~"~~'i <, p 1:f; ~ 0 ~ ~e width of the required level area on tha side ~to which the door sw1ngs shall extend 24 inchn past the strike edge for axterior doors and 18 •• /inches peat the strike edge for interior doors. y-The space between two consecutive door openings in a vestibule serving other fhan a required exit sta1rway shall provide a m1n1111U11 of 48 inches of clear space fr0t11 any door opening into the vestibule when the door i5 open 90•. Doors into a vestibule shall swing in the s-direc- tion or they both shall s111ng away fr011 tha ~itstibula. . _ E9 COIIRIOCJIS ,1/,0 OIT SALCllNIES (•SEC. 2-3305) 1. Corridors tllat Pend 200 rnt in length shall: a. Have a aini-clur •idth or 60 i.nc:lles; · b. Hava at a central location. a 60 inch x 60 inch n,iniaa wheelchair turning/pasa1ng space; or c. Hava at a central location, an intervening cross corridor (mini.-All"); or d. Hava at a central lcc:ation, an opanabla dear which provides c:oaplying access to an area adjacent to the corridar. ~/sfAIRIIAYS (SEC. 2-3·306) ('" i~ Handrails shall axtend a n,in1-of 12 inctles beyond the top nosing and lZ inches plus thi, tread width beyond the bot.tea nosing. 2. _Tha handgrip portion of handrails shall ba not less than l•l/4 inches nor mre than Z inches in cross-sectional dilllllftSion or tha shape shell provide an equivalent gripping surface and shall hava a 511100th surface with no sharo com<1rs-. J. Tha upper approach and the lower tread of each _ interior stair and evi,ry tread of exterior stairs shall be marked by a strip of clearly con- trasting color, at least Z inches wide, placed parallel to, and not mora than l inch rr011 the noae of the step or landing to alert the visually iJnpaired. (Applies to stairs· with 2 or ""'re risers) 4. Open stainaya ara not pariaittad. Ri•ra snall be sufficiently ,alid to pl"IIWfflt the puuga of abjects larger than l/4 inch. ,. Tread surfac:u shall ba sllp-rnist.,t and shall hava sa,aoth, rounded ar chafered expaaed edges. The lower front edge shall be beveled er rour,dad. 6. Nosing shall net project niara than l•l/2 inch paat the race or the riser below. )a:""RAMPS {SEC. 2-3~07} I. The slope ol a r:amp shall noe exa:ed 1 in 12. 2. The top landings on a r:amp muse be: ae lease 60 inches in depth. !. If a door swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the door. 4. The tap landing shall have a wideh not less than ica depth. 5. The top landing shall extend not less than 24 inches beyond the strike side of the door ae exterior ramps and 18 inches at interior ramps. 6. The bottom landing shall be not less than 72 inches deep. 7. lntermedi.ate landings shall be provided at tum, and whenever the change in level exceeds 30 inches. 8. Intermediate landings on straight ramps shall have a depth of not less than 5'·0". Intermediate landings on ramps that turn greater than 30 degrees shall be not less than 6 feet in depth. ' 9. Ramps shall be r,ot less than 4 feet wide. 10. Ramps ser,ing a primary entrance for an occ:upane load of 300 or mare shall be not less than 5 feet wide, 11. Handnils shall be placed an each side of each ramp and shall ext.,nd 12 inches beyond the top and bottom of th" ramp. 12. Surfaces of ramp, shall be Jlip re1i1tant. PAGE 3 f. tt.tVAfORS (stC. 2-5103) •, 1. At laHt one davator ~•11 n..,a a ,a1ni-in- aide car platforni ar & reet 8 irct,ea wide by a feet J incnes deep with a n,ini-c:leai:-oe,ening w1dth or az inches in buddings more than three stories in height and 1n all buildings ..nare elevators are required. z. Puscngar elevators in buildinqs other than· those required in _Ne. 1 above and ,erv ing 1n occupant load or niare than SO snail nave a ,aini-inside car platforni or S reat 8 inches wide by 4 reet 3 il'Chas deep. Dcors ,nall ba J feet clear aide slida-type. 3. Pau«1g11r elevators in buildings ether ti,., those required in No. 1 above and serving an occupant load er less than SO fflall havi, a minimua .inside car platfom of 4 feet 6 inches wide by 4 rect 6 1nchas deep. The daor opening shall be at laut 2 reet 9 inches c:lear width. 4. All pusenger elevators fflall have handrail lo• catad 2 reat & inches to Z reet 10 inches above tha car platrom. ,. Elavator car Qll8ration buttons need to ba wi~ in reach of wheelchair users and or a type that blind ar partially aighted persona can ident"ify aa required by Section Z-5103 ( m) , • & • ..,.,.lcnair lifts shall COffl!:llY with Sec.2-51O6 II(' R£FUCE AREAS (SEC. 2-3303 )(f"IRE MARSHAi. RECUI.ATED OCCUPANCIES) 1. E:vat'y 1111lti-story building where access is pro• vidad for the physically handicapped shall have designated (signed) ra011a or areas an each floor to provide safe refuge ror the handicapped. Refuge areas are not required an stories opening to grade or with r~s to grade or in stories usad only H ffrvic:e base,oents ar only fer park• ing. (y TruJIIO,(S cse:c. 2-511) l. Caneral. If public telephones" ara provided, they anall CCfl!llY with Section Z-5ll(d) /.1£t.£CTRICM. (7";. Electrical l'l!C1!ptacln (15, 20 Ind JO ~s) shall be at least 12 inches above t:n. rtoor. Section 3-2).0-50(e) 2. Switc:t,es and controls ror ligi,ts, applianc:,,s, cooling, heating and ventilating "(ll,tip111ent ~•11 be not less than J reet nor mra than 4 feet above the floor. Section J-JS0-8 ( c ) J. t"ire alani initiating devicea studl be :.a inches above the floor, ground or sidewalk. _/Section J-760-3,1 y. Sl'ECirrc OCCUPANCY REQUIRE:l'CNTS Chapters Z-6 throuqn Z-14 have specific occupancy requireffll!ffts ror access in addition to ti,., general requirements listed allavi,. Provide :iotas and dot-tails to caoopiy with, ____________ _ 102385 ENERGY CONSERVATION CORRECTIONS -L<MUSE OFFICE BUILDINGS (SECOND GENERATION NONRESIDENTIAL STAJIDARDS On January 1, 19871 new standards, and a new design manual, went into effect to govern the energy design for new heated or cooled "lowrise office buildings, (i.e. 3 stories or less). The new standards and design also apply to alterations·or additions involving heated or cooled space in existing lowrise office buildings or existing shell or speculative buildings wherein heated or cooled office space is being proposed or lighting is being extended to new conditioned space. The new standards (214 pages) and the new "Designing for Compliance" manual (400+ pages) contain forms and design instructions that are essential to developing a complying design. To order the standards and manual you can contact the california Energy Commission, Accounting Office, 1516 North Street, MS 92, Sacramento, california 95814 (Ielephone (916) 324-3014). Please address the circled items and, when resubmitting, provide a copy of this showing the page, detail, etc. where each circled item has been addressed. In new or existing buildings a Certificate of Compliance (Form CF-1) must be completed and imprinted on the plans if HVAC or lighting is being extended to a new conditioned space. (1-13 Manual). A Certificate of Corilpliance (CF-1) is required to be imprinted on the plans for shell or speculative buildings where lighting, HVAC or other improvements will be made by the tenants. (Manual 1-13) Multiple Certificates of Compliance (CF- 1) are required to be imprinted on the plans for speculative pr shell buiJ dings, where the final occupancy is ~ .. not known at the time of the original building permit. The multiple CF-1 documents should address the potential uses, and i-.e. office, retail sales, etc., should apply the appropriate standards to the specific occupancies. (Manual 1-22) The Certificate of Compliance (CF-1), Page 1, must be signed in the lower right by the licensed person who is attesting that the design complies with the regulations. (Manual 1-14) The upper left corner of the Certificate of Compliance (CF-1), Pages 1 and 2, must show the name of the documentation author, person. who need not be a licensed (Manual 1-14) Ihe owner of the building must sign in the appropriate place on Page 2. of Certificate of Compliance (CF-1). (Manual 1-14) :the design entities (electrical, etc.), must sign in the appropriate space on Page 2 of Certificate of Compliance {CF- 1). (Manual 5-4) Note ·on the plans, near the imprinted . Certificate o_f Compliance (CF-1), "A separate copy of the Certificate of Compliance (CF-1) has been retained by the owner and will be made available to future owners or future tenants.11 (Manual 5-4) . ' Note on the plans, near the imprinted Certificate of Compliance (CF-1), "At the time of permit issuance, the permittee will provide an approved copy of the Certificate of Compliance (CF-1) to the jurisdiction", for filing. (UBC Section 302 (a) 7). a Certificate of Compliance (CF-1) r If was previously prepared for this entire building, or for improvements or alterations in this building, provide a copy of the approved Certificate of Compliance (CF-1). (Manual 5-4) The building is a mixed use building and a Certificate of Compliance (CF-1) must be prepared for each use unless the subordinate occupancies total less than 1,000 S.F • .eng are less than 10% of the total conditioned floot area. {Manual 1-22) On CF-1, Line 1, show the occupancy type, i.e. lowrise office. ~ On -CF-1, Line 2, show the occupancy group :B-2. ~ On selected, i.e. A, CF-1., Line 3, Performance Approach. show the package :B, c, D, E or On CF-1, Line 4, show the conditioned floor area being addressed by the documentation. On ~F-1, Line 5, show the proposed or existing total resistance(~) for the roof. · If different types of roof, complete CF-2. Complete a CF-3 if only one roof type. ~ On CF-1, Line 6, show the minimum allowed total resistance (Rt) for the roof taken from the package · you selected. 0~ On CF-1, Line 7, existing total exposed floors show the proposed or resistance (Rt) for or soffits separating conditioned space from non-conditioned space, using Form CF-2. Provide a Form CF-3. (Slab-on-grade floors are not considered to be floors for this item.) ~ On CF-1, Line 8, show the minimum resistance (Rt) for the from the package you allowed floor total taken selected. ~ On CF-1, Line 9, if there are different types of walls, show the proposed or existing average total resistance(~), using CF-2. If only one wall type, only CF-3 need be completed. On CF-1, Line 10., complete CF-2 if all opaque walls and . doors have the same heat capacity, generally a Heat Capacity less than four. If there _are multiple walls having different heat capacities., :this may be left blank". On CF-1, Line 11, show the minimum required total resistance (~) for opaque walls and. doors. If multiple walls, having different Heat Capacities are proposed, show the area weighted average using CF-2. ~ On CF-1, Line 12, show the total exterior wall area for the entire building or that portion covered by the new standards. The exterior wall area should include opaque walls, doors and windows between the floor and the bottom of the floor, or roof, above, that separate conditioned space from non- conditioned space. Provide a CF-2. ~ On CF-1, Line 13, show the total glazing in walls separating conditioned spa~e from non-conditioned space. Provide a CF-2. O~ On CF-1, Line 14, show the perce~t of exterior wall, between conditioned and non-conditioned· space, that is glazed, i.e. Line 13 divided by Line 12 times 100. On .CF-1, Line 15, show the average shading coefficient for all glazing, suppor~ed by a CF-2. If only one type of giazing, no calculation is necessary just enter the s~ading coefficient for the glazing. On CF-11 Line 16, enter the allowed percent of glazing, for the selected package, based on the ave.rage shading coefficient shown on Line 15. This entry should be greater than the Line 14 entry. ~ On CF-1, Lines 17 through 21 should be left blank for lowrise-office buildings. @ SHo<-.J A~.r·o~·IA "'i'1C. Sw,"-<1'0,i!i.:.·_s O ,v J...I V /.+ <:.. C, I,._ 1 , r-; A5 I'") c..,I r-1 G S6:e r/o-·V 1009_. @$Hot;.) 1&::~c /Jt?o 1"~c r;~.v hi tJc.i er ;::'o~ tr1e1-t1 (!,,4(.. .57'"o,<>;a,; e .-ft!>o""1 /10 71c;,1 ·O' @ ~ o r--1 (3 o.u~ n~,...., /;i)A s re A A..) .o Ve....,r ..... )ys,.-cr,...., t1u5r c1-r1e'"'r- 9~ On CF-1, Lines 22 through 29, enter the t,J~:..:' 'T_H ___ __;;.u....;...~ __ c __ ...;:S~-e:;;.. .. e ____ r_ .. ~:;;....:; ... )a,_.....,;0""""'/ ... S:..___. --- proposed area of skylights and the allowed "area·per the package selected. A) LHe /3u,t..c"),,..)G O,t:",<1e..Ae. M<-tS7 If more than . 8 skylights attach a /1 1 . / r_·o,..,BnJA71a~ WAS?'a' ANo separate sheet. Hot.<J E"co,V() ON f/c!l47 o. ~ 7'";./tJ s 01-1· C o,u xJ, -r,o~Ci a /$ /Jt§:5 I C,.1...), cl,.( rs (At.So Et..G.C. '1"'tUC I(,.,, CH.51-11C.A<-Sro1<Ae,6 fl,.., V e.AJT. ~]'35 7i-t<! G"AJG~fi Y LJ1£.:-s1c~ .Oo~ ";. ___ _,. _________ "-____ ---'= .lJ/_o 7'. 5 rl 0(,..) II t:. Z: lA. ,,0 />A A.J 6 t-, · ~At..'-S {At.:,o_!/18 Ct:1u11o..19 ) L. J11H01; /; ';'?Ao.J l.11<.JG /:Joi..,,v h?o /~AA ELECTRICAL PLAN COltRECTION SHEET JURISDICTION: C:::/1 £L5:"E,4-v DATE: ~-'-/-f 7 PLAN CHECK NUMBER: ~ 7-"2.., 7 L/ PLAN CHECKER~ LAJAt{b',~1-.)c{z ,..a". Submit complete electrical plans and specifications. ~- Submit plot plan showing location of all services; switchboards; transformers;_ and pane.ls. Submit complete one-line diagram of service and feeders; show conduit and wire sizes; specify aluminum or copper conductors and type of insulation. Indicate sizes of fuses and/or circuit breakers; approximate length of feeders. /-~ . _/5· .. ·Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-981/110-9 • Indicate the grounding sy~tei;n t_o be installed for (a) building service (b) ·transformers •. · . ;r'. . Indicate dimensions of switchboards and control panels rated 1200 amperes qr more. NEC 110-l6(c). Provide overcurrent protection on.the secondary si~e of trans- formers. ''N~C 240-21/384-16(d). ~ · ... /4. Submit ele~trical load caiculations and/or panels schedules. . /~ Indicate (a) existing build;ng 0 load, (b) added bui_lding load · ··. · and siz~ of existipg servic~. ·. · · : .. . ·· ~ Ind~cate ~~ring method. ~ She~ ~xit.signs on the electrical lighting 'plan. Note: Power 1/. . for exit lights and emergency-lighting must conform to the 1982 UBC Sections 3313'and 3314. · / ~-Pro;·ide receptacl~ (s) within 25' of the roof mounted A/C uni ts. (9'1_~MC Section 509. I ,.,);jr. Provide multiple switch lighting conti;-ols per .CAC, Title 24, ~-53 J 9. @--PKr.._')VJ'u€ Nole o;;)--p.LANS: tiPI/RJJJf( //I\IP E () t.J I --p /VJ C 1-JT .. Jurisdiction 0P-.~l...?2'AO Datesi-J1--b'1 . Prepared bys M, AltJZ-Pr-VALUATION AND PLAN CHECK FEE CJ Bldg, Dept • 1J Esgil r PLAN CHECK NO. SJ-'2..1'+ BUILDING ADDRESS t-016 Lok E: R t-..VE. ~?!· APPLICANT/CONTACT iOM A. W BR :X:: PHONE NO. ?.:fr,,, -11 I o / BUILDING -OCCUPANCY B'Z.. DESIGNER PHONE -/ TYPE OF CONSTRUCTION i-r.:c ,-J. -CONTRACTOR PHONE /- / BUILDING PORTI-ON BUILi -G /"REA VALUATION o/11E -~ .,· t.iL\..,iV.,::,£ --MULTIPLIER /'.J f'l-Ji,.-~:S !/ ~c/ 1% W t--12.G HOJ¼ 14'~ -vtt:,11 i. "'2.,.. / § 2:. 6, 2,. 15·2: . :;>,,::, -/ ....,~..,.--,/~O oFric..,'E. · 11.-;y-("b 4-9¥0 ~4 / ~ =-:.:J• .~ ., / '-7 b ~/~ ~ - /'(\A.NU t=t\C .... :rlJ /2.J t-.J~ I~ 9,;r:;, lfO_j7"V \!{ ~.ar~ ~ .:,· I /~ / I µ_ 7 b.:, ~ ,~I -~ nW n\l'Y ,_w . ~1/ Air Conditionin~ ~/ Commercial f(.1 {p~ @ 1-·'6·? .. I:;? n.,..~ 0 Dt:-- Residential I/ (il .. Res. or Comm. / Fire Sprinklers 41~oo @ 1,5..,::, i I 4-.::>0 D~ ,, Total Valu1/ 1, 1-s-1 ':! '-1-Lf.- k5~1 ~1:-j • .1.!I ' \ .Fee Adjuste~o Reflect D Energy Regulations (Fee x 1.1) B uildin' g Perm it Fee. $ Plan .check Fee $ OHandicapped Regulations t 6 of;, "-_,z, , ';; +-, ~ '? "',<,&'? - C O M MEN TS:..: _______ . °K __ , '& __ ::_2._r.::P(_""' ___ +_. ')~&,~--------- .. - \ ____ .../.-.....f';_;(J---l-----'--F_b=------------ti7/;;;;___x_~?f;--'-"--17 __ _ --Z...--z--'/... .Jo _j~VO __ le/ '/.._ /07 b5--zr7 -----------f/.</i...,L__Y--_-::-~-----:?::s\_____,______V!-bfj,---!::;;:;,-z;~t-;~6; ,;~ dth;~r-l/J'l_:____--rt.._-__ 'Vb~ Ga ---------------------- ------------------~--------~--------- ----------------~-------------------------- ----~------------------------------------------ co '"O Q) == Q) > Q) c:: .... =ll= Q) ..... CTl Cl "O Q) ENGINEERING CHECKLIST Date: 91:?618, Plan Check No.' i~27~ Pro~ect Address=. :.q. L,, ker /iv Jd1:t5+- ProJect Name: _:__r fife :Ir12cJ,t2f~ Field Check Date: -----------By: LEGEND 1,2,3 I tern Complete Item Incomplete -Needs Your Action Number in circle, indicates plancheck number that deficiency was identified ~ LEGAL REQUIREMENTS > ~ Site Plan o'~;:1~~,l1P~ 1 • M -ro t:?C?v/JA-N't:-'f =ll= 2. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements existing and proposed structures, streets, ex1s · g street improve- ments, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. if;z{ D rz( cz( 0 3. 4. Provide legal description of property. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. 6. 7. 8. 9. Grading permit required. Grading plans in plan check / PE /4, 07. 2...j Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completecl. D. Certification letter and compaction reports submitted . E. Grading inspected an_d permit signed off by City inspector. Right-o -uired for work in public right-of-way (e.g., driveway approact,· sidewalk, connection to water main,etc). Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED ~ O O 1 0. Park-in-Lieu fees required .tJ} (-\- Quadrant: _____ , Fee Per Unit: ____ , Total Fee: ___ _ ©) 00 (D[2('o ~DD ~~D @ifo Q) ifo 11. Traffic impact fee required. Fee Per Unit: _____ , Total Fee: '13:5910 12. 13. 14. 15. 01?3 16. Sewer lateral O. K. to issue: Date: If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. · L i (1,l (1,l (1,l .... .... .... co co co 0 0 0 ~ ~ cc co cc "O "O "O (1,l (1,l (1,l == == == (1,l -~ (1,l > > > (1,l (1,l (1,l c:: c:: c:: .... N C'I') "* "* "* u u u a. a. a. ~DD coo D D D DOD ODO PLANNING CHECKLIST .. Plan Check No. 87-2 7L{-Address 275'/ J.01<£1< AvE WG,jT Type of Project and Use ____ Co __ M=M+7/_::r;--'AJ"""'o."-, _B=v..._1LOJ~AJ6=v.__ ___ _ Zone P-tvl Use Allowed? YES~ NO __ Setback: Front Dk Side CJ< Rear !i:s;_ Discretionary Action Required YES _2:::_ NO __ Environmental Required YES A NO __ _ Landscape Plan Required YES ~ NO __ Comments Type Pt f 8~ -7 /JI¼. IJ£c 3/;-t/67 -------------------------- Coastal Permit Required YES Additional Comments fvz Q:7;,J:), 20 ~ 66/L-5 NOL ' /i,.ti:-~M~ ~tflZ7 p!@ iYA 1-h G: Pf2£~J5,vCI£, al= /p74TJ1'1AL rc6SIL 13£/J@,JJ~ (kJ1)1t.UriJ.L JS /2£<:PcJ1/2£0. q/C J!;? · A}{f{O~Tlfc? 111 (B£01V} OK TO ISSUE ~--~ l;F'. D.[~L.<!. 414D tp 7 / IJOD = 4' 71.!\ 2oilb'r =-9 4, s :x_ -i \D =-4q~ B M t='j -~ 4 D 17 ?.. --!-1 DDo ~ ~ D, \ 7 f... L/ fl i> 7 .,, I lo'Di f.c;g x·ft5 -:.f Z. 'i ID ZD 2. ~s)s-q.1'2.---- f35'9b ~ ct J ~ :1 J,. r- '9\n t"'----~ ,r0 ~ -(\J 10 'o q- ~~ '-0 II ~ r-1 r0 ('J N -.t N ~x~ X. ~ ::::r ~~ <;;I" .,;-c5 -(Y) cr-~ -II }-~ I-~~ p, a:: Cl~ •..o N .,(,_ Xx ~ N ~ <;;j-c ....0 r --C r6 '\j' 'q' ll [I I\ C) Ci C, 0 ~ ,::, c::. ~ ---I. -1· --4 • -fl-£f---Q_ D ....J ~ "\!" r ~ r--!) T a (1> "1"" 2560 ORION WAY CARLSBAD, CA 92008 <ttitp of qtarlsbab FIRE DEPARTMENT PAGE 1 OF __L .----------.---..''at TELEPHONE (619) 931-2121 APPRO~ PLAN CH ECK REPORT DISAPPROVED PLAN CHECK# o· u -ft- PROJECT--+-& .... ' 4<-r=-'''~5G~i-e~~Et~e:=--=(_=fi2~c~-~C--F/J~G~(-S...__ ADDRESS 9.25"--/ lokel's. Ave:-. 'UJ'es-, ARCHITECT 7PM A--wAa r~ ADDRESS J:57C_;1,ft.1/'etvA AtvP PHONE Lf:;p-7il--S3- owNER ______________ ADDRESS _ _£j)..,__~lt Ll PHONE f) 7 (., · 7-Z, O OCCUPANCY B-g_/;j~')._ CONST. JlI;-/\ltR TOTAL SQ. FT. 1f71 lo-~ ·s STORIES --=:;::_=----- ~SPRINKLERED O TENANT IMP. __ 1, __ 2. -X-3. _::i.__4, J5. -)L 6. _x_7, J8. _).._ 9. --X.-10. _x_ 11. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING 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: VA(), Q,>9 -rr:·a~,1----(:..R,1ND,t'? cps re. n G .-I Permits are required for the installation of all fire protection systems@rinkleriy,stand pipes, dry cherT)ical, halon, CO2, alarms~an~ 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 The following fire protection systems are required: ( ) !)( Automatic fire sprinklers (Design Criteria: _/....,,l..,A--P .... t:l'---'J'-'3..__--",.,,,Q""-'-"'/?,-4"0"'"'c r{'--'-'-"A,,_f_!j ___ t:_,,....~x.L.rn<.:>..C..e .......... H+-<·1_,_\ 2A=..:c...r"-=-0..,_ __ _ O Dry Chemical, Halon, CO2 (Location: ________________________ _ 0 Stand Pipes (Type: -~-----------------------------0 Fire Alarm (Type/Location: ___________________________ _ Fire Extinguisher Requirements: 9f One 2A rated ABC extinguisher for each 6~0 sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel D An extinguisher with a minimum rating of fot3Q to be located: IN f-/AMM/IJ, l-e C1 Af?/2/0 / sm Cfy Ar'O £A~ /1::-nA::5 /'1A'M"! ;,, .I'\ Tf?.A ;/R / i0 i ',, Qil'((!i, ,?-0 N <' C 0 Other: __________________________________ _ Additional fire hydrant(s) shall be provided 4-s ll Ct'.>C!C1 6-n , ,.J C!">frL 65: /J liu.J T I 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 t.JJl.u-J /;\ft L, "'Lf"') +,1 f/il()11A:Dtfj TJfk {µ./ltUlc/1-: EXIT signs (6" x ¾" letters) shall be placed over all required exiits and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL i 12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. _){ 13. 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. _,x_ 14. --15. Additional Requirements. ----------------------------- -~1 twriTJ L, Ni , rer, cN> , N tfoof-1. Ir'),(;. A NtJ }/\/ r/-,4 UFC! Cai) (,c~c.ncyJ 7 9, &6/ ill/ Af~C.. ft-GD,._c.,h.-,;J 1tl A-rUl..S v-i~v-e_ £/,V1e"'f\L~-> tH.., us~OJ pAr,1<:..Jor~ 1-c.. .0A:f'0 sbAI\ ~,J{-r,>"("'· ·±c A,,.1-,<-{f' 71 c'lt: ·ks lle<:.. Q;'o OM./5 ff.por <;A_~•" A Tl ,rJ • V> -~ & c.rn.i '-4 I /ill-7..../JrtJ J, Comply.with re~~t(s). Plan Examiner ~ Date--=-0_.-_-_;}._J_-_ ..... _.,_fi__.' /'--,...--- Report mailed to architect ___ Met with _____________ _ __ Attach to Plans ,, DATE ENGR PROJECT /-"7/-,f J Iv;// f-Al5t:1f tP, lf'Z-, {. )C /,$ - to burkett 'i / -/ SHEET &wong JOB NO 7 Y-o/P,4. structural & civil engineers ;- DATE l-BB_ ENGR /!.1_ /1,. PROJECT IG'/4~ 1£0, , I ,, /VIG-, i. '}(. tfl ,i r 'f -tf pl . t l -;;. r/?.tA 1!,o t.rS e; '1 11P~, ~~ (z.-riows') burkett ~ & Ll:JOng structural & civil engineers -~ + ~J ... ... l ( I I I SHEET JOB NO 3't:<fJ>4 Co/VC l'NVG:l- .J-I ,, i.->c ;-x /-3 $t'-, f lA-,6.- ({i;;?vf P<lt;; ! ft_ eJWG W/ --/VP!V §/µ tA.1/' CONC. i fc :::: $P(>tl 11~1 l"'1 1/C-t'. ( E:A. ~rt-tot .ti c; GA tT (~ I ,' DATE ___ M_a...;:.y_l_98_7 __ '·--~· ,..,{ -').. ; ENGR ____ MH ____ _ PROJECT Kaiser Electro-Optics burkett id &wong W structural & clvll engineers SHEET __ Co_v_e,,..r ___ _ JOB No_3_4_9_8 ___ A __ ~ -----.------------------------------------------ STRUCTURAL CALCULATIONS FOR KAISER ELECTRO-OPTICS Carlsbad, GA Kro11111enhoek/McKeown & Associates 1515 Morena Blvd. San Diego, CA 92110 ' 5"-J· 7 ':: DATE _____ c..,._..,__ ___ _ ~-ENGR ___ /"/_f/ ________ _ burkett id &wong W 5tructu,ol & c!YII englneef5 SHEET / JOB NO 2 1'-3/ <ff( -·----------------------------------------,) . fJ (. ( /uoFt/f./C. t I''-'( /,5 't-'JC . 7 r IN':luL f /1///~C I,! ~ . /~ff.~ l/-¼ '/. {) ~ i't /jr Ctb t. ~ ~ ('I /' f>i- /1 ! 1 Zx J' >: -z.. t :: Y, t _-I< 1/I t )' {, I 1 /Y 1 1 /{ I /l :: i lf_f; v('-t f!Z) /J D :: , If x 3 7, z Y )p 'I--= I, f X I ilt;/ '71/ 4-I ' · i:. C ~ .J_ 11 -t. ?J· '.). -... ~ "" ~ . <i] ~ ~ ' ~ s . ···-·" ________ ... "··-·----··--·--·· ·-· ·-·--·-~~--'7'.5 ~ ~ ~ I, -- l-l C) ~ ~ .. __ -l--·-·---·-·-z .. -·-=---+--1----~ <l w .... . .,-71--·---·-. . I' -J 'J --t. ,------2½. 9 I ·- J fl ··¥--~----· .. -. J'. --· -l/X'-----------.5_ ~--·--··-~} ?' ·/'lit)') ()'l, '-l- 1-$}. >ti ()..,, ,.,. ' -z, ·J-g----'il-----,--... 7_.,.i .. iii.· I·---· ! . i . ',,, ,;j' ---+-.... ,. ,z g--+· .. l_·-·-/' I., fl 7 · +---;-· -r-<J--.-< --.._~' ----~ ,5 ·y---·--~--~--------?.. 'L. 2i --, -_,---------.-----------< I I ! ------~-1----~-~~---+---,.__ __ L_' 5·g·----·· ·-·--------...--·---··--·----<~ i,--.---~-+-1-,<8 ;'I' ,. ,.,. ~ : .·.1 ~ DATE ___ c;_.--....;;..;/_? __ _ burkett ~ &wong • ENGR ___ /v/__:_f_/ ___ _ PROJECT structural & civil engineers . ' ' l .¾ , ~I :' Jc ts ' j\ 't?.S t /t'l -:; 1/,{, X ~f) 'l 5,67 ·n.s tJ{ I -;. l/, t k -s -1:;, b 7 -=.. ?.! "} //I~ 5,67 ¥/'/,5-'>(,67-Yf u~e-§}; )i I rf 't,... _SJ>.J X 13,5 ::: ,/,O -z_. c= .]._ II I{- /t7 ')C ~16 7 /C cl"-1-16 r-t<1-1-H ). Y-,:l.::: 'N,> 1~ /'-'I -;. 7, i J Y (f,, -f -, 11. 6 1/ -;. /, 7 C;:. SHEET ___ 'f-___ _ JOB NO___.'.z'-<f-.,_'(;...,..~-='-- '-7!-/ 1c-, JI) ::. I/, ( 8? t/ l: i t I k 11 l t, ' n ) / ,c -----r----~ ~o ~ , -; tf, / { ;..t-117 flt+ U ~o -= />, t )'t. 1 l/1,. ~"'-· -== '-'" >'--V,? -P,6 :: f.,J7 jv!:: f.{'FIZ -'r,/x;·::-C(.JI-/ t-?.s-:: ?tr,f . .__ 7 'f, 1 'x: ? 0 1, It? "I'-l/ I { r---I .. •:.·.·. ' 'DATE __ ..-,c,"____,-/"-------7 __ _ ENGR __ ~/_...1'1_._d,__ __ _ PROJECT t:i -::-?7.1 I< -1V/-::- ' ---(t 't. t,., p X - ,•:·:·:· .. ,If - burkett ~ &wong W st,uctu,al & clvll engineers 'f I, 1 IC'-t -I f ~-5 ,; r-----,i: ~ [/ --. 1,. ... ------., 1 ( V, ~ f .s t, 7 ) x , l(Jf) {_--::.. 'X I/ 't,. 1-z.._ -/,fx 7~/7-- ~ O' /y. 1\'.''.· SHEET __ c;-____ _ JOB N0·-.::::.'3....;1/-....;fc..._,J,:.L.Jcf'---- :::--.f, ,•;;:,, 4 DATE ______ §_-,ff---'?_. -- ENGR __ ,_A~-//-1-1./L.-__ _ PROJECT burkett Ld &wong W structural & clvll engineers ' -M-z_ :;. n,/ )<..-J' -1-~-t Y. 'f. ~ l;;f/, '2-- f-//J tr·; •1,... 7t1,1 f5f,1-jJ.1 ?c' y: 3.J> -f() ~ • .f I ··;, 7 I .,., -y J use:-5"); ~ 2--'2-i (10"!,; ~ , If -(:N,/ i 51. t) 7. lt?f) )('. 31' '"- l~J X C/f65 c. ~ •,•"/·· ,. J\"'' ....... SHEET ___ 6 ___ _ JOB N0---'5::.__'r....;1,'-"/--',4;,;._ __ + r,p , 7;-:;..-71, 'i II , 1 r ...... , 'i •• DATE __ _ct;_-_,,_f_7 __ _ ENGR ___ N_// ___ _ PROJECT burkett ~ &wong • structural & clvll engineers -/v/-= v, 1 )( tt. / t1,·6 -x (t1r10) -1 Jl.1 1 -/ 6 -;.. I '37, 1 501, fi.'1,,--:;;f ,n1Y,;r + (i + l'f t t"lt-; t' ;-3;;,) Y: 1/-.' ],< 5 ,::; 1,C ~ 1, t >< i,1 -(r--1-N)l< 'I. 6 l,/:. 3r,,7 -'I.I -lJ<'f,.6 ::: IJ,'f U~t; ;: -i~,. -z_ -- [t":/ x 'f; ), ,IP -I j I~ f 'fC. I tl f] Y o/'_S -i. --(,/ 6 ,, C .:. I SHEET __ _,;7 ___ _ JOB NO_z..::;_:_Y~~=,.J.~',4 __ /c.. t J-'. I x ~-,... °$Q, 7 I<: / (7 ' . DATE_~ __ t;""---'J',.__· ..L.7 __ _ ENGR __ __._h__,_H'----- PROJECT /3 /, 1,.. StfM~ ~ ~ p_ L -;: !:f?-.y /i"d ?~ j\A: t..C ¥ 1.. Y,6 ---7'l,- . ,., .. - 0 I -:: 'I :!:.l' 7-1/ burkett ~ &wong • SHEET ___ ) ___ _ JOB NO __ ~ ____ V ___ 'f"""cf._/1 __ stfuctu,al & clvll en91nee'5 L/-/ V "2 '-/ --n II': ,(; -~ ). Cl.. 'Z ~- C:;: I -z; /;Y c;::-117 r ::: 'I, b )C ,-l6 l{, "Z. K --;:;: -:Z.7-.___...- •lf,, t fl n_ -20 u, I· -,. 7 . k --~ i.-i fJ::;. lf. t ).. ~"-S, y. ---z ·2-. fell -:; .-'J-t ;;-Y lf,!' -. tt./ /<: - ./--•J't. -;;. -----Sci, y. ~- UC;JC ~~ ;,c/5 C. -; 1/i, . /'..• . '11,''/ DATE __ ___;£~:f,.__7 __ _ ENGR __ -'-i;"/---:....:.1/ ___ _ PROJECT 8 -t-,J burkett ~ &wong W structural & clvll engineers SHEET, __ __,:1 ___ _ JOB NO _ _.},._V....;1-"-/.....;~-- 6, I :; (.0 t (c u C, e-~h ')( /t:/ J-"l:. J 'Z--?l -;;: t > )<. z~,.5 :: /, / C--::::. ¾ lf;,,c. ~1,7 t:;A/-16---As. Is '? f.'x ( t:/'l' fl ;- R. l -; '!,;_q ')(. J',(~ ~ 7~~1 /l ~ ~. '12, /vJ-= 1£ X 1/lf,f X V. f-6::; e; 7,b "7~ ftr o -z 5 ~-(. X t ~. S 'l //)><. "l-'ff/ -I, Io/ '-r. -i >z ? .,,.. 5, , r:::;. ·t~ tt> I C :: It, q;.-ot;°" ... ~ . .-. ., DA TE ___ ,;-'--· --"-J'_,} ____ _ ENGR ___ /1 ___ /f~t/ ___ _ PROJECT burkett ~ &wong • structural & clvll en·g1neer5 lt6 e: <; (i X. t-£)y A -z. /t>6,/ K l-t517 c;;.-/,J7-c.. .;: I~ . /0 >c ?tlj~ ,, Is 7 I 1 l 1 f l * t,.0' , t ?"·> 1' (Jie-1/ f '1-~) Vt, fl-t ..... ""JC~{, -:::::. 7,tl/· ?,t>.5 /( M ~ ?, t ti· Y:. t ~ 5 ~ t1-_ t v:.; -:::- t 1:: 1/'.~ ~ > -7. ~'I' -:= t -..S 6 t I.I l, 7, '2- fl fl "'- /-L,,'- k I,, SHEET ___ /{) ___ _ JOB NO_?'..c-, ..... '( __ t'f::..;..,>.;..;.,r( __ /C -/ -f ~ -7E./> q 'ts~ -;t' ,5 /Cl~ ?> 95·~ -- I I 1, '[j ...... _,,,· . ·_ ..... '. ~·· r-t.,7 DATE __ --c:'2~"---- ENGR __ _,_M.,__A,_.V ___ _ PROJECT burkett ~ &wong • st,uctu,al & clvfl englneefS '5, "l-7 le SHEET __ __,_/_! __ _ JOB N0_-;_1-f'_lf. .. ;t_.4_. -- U~t-i;j )( Ii f: --z_. p ';" S7.-Z 'X·}Cl,S 't' /. t.,S' It? Y-'$/~ l P 3,1 /,.1'7 /"! -::: 'I, ,.. . '>' I/ -" >' ? .. /, I ... ........ . C--i: it C.::;. ,r -(,_.,,-"'- I I, ( "1- -:: 7 -z_ /c ~ I ...... _ ........ ,, ..... DATE ___ c;__;;-cf;....._7 __ _ ENGR __ --<-t:....,r1'-'-r-'-Y __ _ PROJECT burkett ~ &wong • structural & civil en9lneef$ P, -::: ,-z. ')t: .r x 'tC f1,-~ It "I" --,o~ ~ -/7 toic"7ap ::: f'f '1 ~ )' '1-()/" :;;. /l5 t-Z --,e70./ ,.. -- SHEET __ __;...../ _c. __ _ JOB NO_...c.<;....;'f-'---'-Ci.;.:...,f_/i __ --z_,_s- 3-.3 t/-, z._ 'I-,/> 'f, C. }//-::: JtJ' J ~ ti -lf,( )(: ti .,.. v-, I ')< .f =-I I t.f,J> (C -I .._.. /J //t,<-.p \( t.rt ,,, 1z ::: z",, 1/ / C-~ f ttf JC 'fW,. {$ 'I J>S,'7 X t( >€' 5/; ~ r-l tf J>, ~ ,- ;CZ, 7 [A t;,C £~ y 'Z 7" Lt-2 ----(J /D7,5 ~ :: Jc;; ,, , ~ -.f' 7 burkett ~ SHEET I~ DATE &wong ENGR /''I ti. JOB NO ""$v-?J'A structural & civil engineers PROJECT · . , , 1.r.c ~ e Cl~ f!-~fr,c 't"-(~-r-1~ ·1-z1 -1 Z-""r 1-~ 7')-v-,Z'>(3' ~ -:?,],cir -Z-,l><"ID;'r'i~ 1. z I( +li'f ...:. ti-. ? -;.. I<--/ -X '-t 't -::; I Z-b,/' 9?,> -=-lt?O d 1 I ~,7/ ~!,e:. -k ~ J> ')( -t-7 C =- r.r . I 9.::f y 1-. 'f IO 7.,,P I'/, '1 f-9o/, -z_ -;:; b 7 ,?) +-if:--=--7>. ~ ""5-,71 ...... ~ .. DATE ___ (;___;-J'c._l __ _ ENGR __ __._f--'V?-L/J<----- PROJECT B .$,S . ....... . burkett ~ &wong W structural & clvll englneen; C _ / 1, -7j ' ........ . SHEET __ ....;/_'/ ___ _ JOB NO __ ~'-v_.;;;....;·ef=-/.=-., __ c-=o ....... DATE __ ...::.5_--=/'_? ___ _ ENGR ___ ,,_/vf_,__//u._ __ _ PROJECT B 5, t B, 5, 7 ';:.,:.·.1 burkett ~ &wong W structural & civil engineers 11. 13 / U0~ C5h_ X c-::. 7. /,' fy /{ I) tJ l,rl.-1tG cf ..... ,. SHEET ___ (_f; __ _ JOB NO __ S_t.r_1':_"c/._'A_. -- /41 ::: /,if Y> I -r l f /-1-f-zv) ')({/, (, -::?C I 3 / '2 I I~ ·,·;. DATE __ Cj~-...;..J'_·7 ___ _ burkett id &wong W SHEET ___ /_6 __ _ ENGR __ __._/: ...... 4 ..... f/..,__ __ _ JOB NO _ _;>:,.......:..'f-_~,_,,"f J'.c..;..1/-!..:...., __ PROJECT structural & clvll eng'lneers u~1; 5j~ '1--P~- c.. ;:: I {t., -::. . ft I . V I ,,,, I ,< It lf-{> <,;tR>C /~v ~ G HI/ /;-/{, (t/1'/' 'I fl 'I,, -:;: </ .? .J. 5, L/ )e 7 + tf, i. f-~-'t-1-"2,) -~ 3; / + _j_!J..:.1.£1=:;::.. / (l, '5" 'f K ~-7/x.53 fM, f(),5Y ~ '1..~--'2.ix1& -'f,1-vf-;;; 172.1;-lfv--c /.i''=i,5 (A? t' t;; ); y:: 3 9---t- fl 't.lV/ r;; [{5-t'rl£-( ffWI zz) I-'f,'t'/(so1?i) +- . -Z,3?< 'i't)->'f; -111,,];(i;:, :;;,-lfJ? /VI~,£' [!rf-1!) X 5,r 1-(i,y-f sz.) x'r,1. I 7-.r;>< Vi] >--0 -t/,//J i<~7::: 'ff.St:.__ ?fl,( (17,2.. ,<,U -1//,by-,/li>.P) II' 1/'7' ~ /. f X I 7 5 SJ> . ,•,•,. ... ·.•·· . // c.. ::: / ···-·,~ • . DATE b .-J' 7 ENGR /"1// PROJECT ,~, I <6' 'k ,ti,,,,--- 1 t f t;, burkett ~ &wong • structural & civil englneefS .;,' 1 f/ >' 16 ~ I SHEET __ / 7'------ JOB N0_....:7-,_lt_.u ..... y A...,;,>,4.;...._ __ /C -/ /-7 . ll .,, .. DATE ____ G_··...._1_7 ___ _ burkett ~ &wong W, SHEET __ ...;./_) ___ _ ENGR _---'J''-4<---'fi_+--___ _ JOB NO_-;_t.;___,;;'--',.. .....,PA..;_ __ PROJECT --l-fA((:~ 8--Z, 13 I t-IA..t'e 6 structural & clvll engineers C /ICC it:: 81'W 5 Ft?;'L 1'1//t:-C //,,-u,.,,..,,,// :; ~It ,y - IJ ~? I /?.. I -: (z )c "[ j, ,t. ,P Y5) "" 1, Cl 1/is t ft_ --::; I 1 t "j';',-. 't5" 1 1-l-fl.1.~t.f -t :::: ,J IV/ -; ,,P y. .5 '7.:-'t lc-1 -t L..0 /• J .,. , '(;} (c.._ 5 ,t f :! ~ 7 , I ·< ,j 1- L -i,' t '! 1 ;t ~ (c-r /"'! ~ t, ?"'t. ;,c 1 = IS, f:' tc ~ j -'l S-f-7 ,t, <'f" ~ t <f, v:- $ f:;; >c -z -z_ ( c.A o rc- ,J ;cs,,..;--1 /,,5 t<t.3 ::;;:: 7--3, 1 -t f-·13?,1::: 1$'5",P L\ -::" ( tC,. 't -I .5~ ,/> x , lt?.P) ,r. ·::·.-··· t•····· BURKE 1 I ENGINEERS" S:-,1:..::.. -__;_,' •:...,---/ 'l SAN DIEGO, CAUFORNIA JOB NO •----'?;_Lf_r.~"l.1...:..'l'i:.....1 _ f2oo¢ --·=· --~ ..... ---------------------:~.;._ _____ _ . 'OJECT @ «o' O,C..,. I lNpt., -c: fo ~ 111-P~f!. ,.. "'-'1..-v --61 .>< 1..)) fS~-- ( 'ti: ,~ • I LZ-S ")b p'l,,y J 1,.'::"b PL..F] I ho f<t.c • I '2.-B P l1=- : M"K ~(Z.. (,/j~) 1~ Sr~ 'lff-'L ·;¢.1 s.s .. f'Z,.. ~1¢~.~- I 4-i;, ~ I ()f:?., I f) I'?. b, ·71,o 'S 7.C, -:SL'-/'o ! : {G ( • 4-,'{..{0 "{!:-/ 'I-Xlo#Z.. ! t;, ,,, 91~ 5').i 4-0.8 4--1 • s: 1., 1?>, i-4?.... V' )7.bl l I ei,t:) 16. f b '3.4 sz.." '1;)0'2., ?J45, 4--1 { 1. t:;.--z_ /CJ.b \ /4-1,S · '?4.4 7g,7 b~.b-t.41. ~ .. 4-y·/4-'#-z_~4-1,i~_s. 'lo-~ I r.1 ·'t-h•l-j . U.5 -Z."J 11,b 119,Z... ·114.l ')S)o '7'j,b 7v;, bcf 4-. V -it-! 1!/ 73.f:/ · 1. !~-'? \ )~, '1 114.1 ~S"-1 94S-. 6'3~. .4-Y-J~ ~'.I. l~ '¥1,t..' 7:07., : ! 4?i.7 I : ('l~,'1 I !03.3 )0t0, I 9c;u i-::, } .;:__ -ZS.b 1,.\8, 1;".1 116,4 q?,o /050: 0~2. ..,,,,, ,ff 1 iG,1:, '2"3G:., J$0. Ct; /'2-~ .• 1 Jo4.7 J/-io l • IP¥, V ;;:. I " ~l.l. 1..sA. I G. ,. ~ (),; ~.-; 011-i·. 7 [?ID b'I-/b «# ) . 1,~.h '1.17. 114 .~r.:.i4s. ,6 1'l-i.1 -J JG,bo • ......... ~, , - .·:.•.·: .'.•:•:. • :·· 1 DA'l"E S-1 7 BURKE.I I ENGINEERS SHEET 1 D .. :· ~-;'-"-1.rA E:NGR SAN DIEGO, CALJFORNIA JOB NO. ' ' • > PROJECT -~~-Svs~ ' ·r 4l I I,, \' :mw 1 ,, t B -, :;., ft '( vJ-oa 1) l c;JVfl..fh_. ~~ TO ~l':.l'=> e u" ~ 1,7:'-\ (!.-Oof-.' t·H:r 5, '5 f~F- f v( t.l.lvO D . 1,.? Joi s,s D.1 Ull..,1,-..lb, ~-0 Mt SC, _E.:3- DL -:: J'i ID f'SF l,,L -=--"µ). 0 f?F TL--= "3 'l. f~( I G? B l!),C, 'Z... k.. I /. ,,_ Mi:. L ~ 5 IO? )" 1'1. b -<.-l"r" 1, s e - /.2,~t 1 _,. ~ j DATE 5-.f 7 burkett ~ SHEET 'i' I ENGR lrf /./ &wong JOB NO -t, 1.1 /.?,r A structuroJ & civil engineers PROJECT /44( s t,L Nh~ I ~ '" -~ \.J'\ ~ I' ('-" I :d H <J? (]Nlff\! r--£::. ' ' ~ \ ..... t--1 \, ~-\J \I ,'\' ~ ~· ' 't ·, .... . N t IJ'\ ~ --~ _j ... ' ' '( \ ~ .... \3'..st, "-...: ' _j ~ -lu· ,.,_ ~ ~ ~ ,I.J.. ~ J;-'-I ~--...) ~ ¾~ ~ ~ -1.,) ~ ..... ~ ~ I ':.)J~ ~ ~ ~ ~ -i -~ h. .. \I ' ' L. ~ -.! .J "' .I.. ! :-s ~ "-:( ,-'(') ~-~ x~ ..J ~ "'=t: ~ I I ~ ~ IJ'I :::,. '<:: , _J ~ _! \ <t ~ \J\ w I 3 \.) "' "'-b '--ri -...5:.) ~ ~ ~ ~ ~ N'\ ~ -(l__ "' \u IJ \ ~ ~ ~ ~ \I'\ ::I,.__ rJ I-~ JS\ (\... U"I " ~~ --' l.,._ --' ~ \ ' -._, t-... ~ ....... tJ'-t'-,1 ...... -~ -N • • ti\ . -I-. I\ ~ ~ I.J\ .. ' \"l I'-~ bi ~ . ~ I-'\ N ,1 \.t) .:l,.. N . M . .. ~ 11 ..... ~ -' N \\ I -µ C:i. II '\. ~ ~}~ ~io s-,. N\ ~~ ~ .'.::> \ --::, -~ ~ ',-1 X. '¾ ~ .... t~.; • ~1--'l:::, -,.. ), ~ ... ·,-. ~\N ...._ ~\~ -. '° ' ~ .,, ' VI ~ ~' ,\., ~' ....;, ..... IJ ~ ' Q_ ~ I I I IJ li.: I '-I> i' I -' ----' ~ ~ -N (:f N', ~ 1--\J\ ~ ! "' IJ\ I ~ \J'I \I-. -~ ~ I ~ ~ ~ .. t3 ~ ..... :r. ..... -._ ~ I ... ..) ~ .... ., ~ ~ (?\ ! ... -~ ' ,-. \\ I- I ' .._, "lb. ':)--~~--'~ ' " <.t' ~ ~ --~ \I \,\ t (t_,. ...:.._ ~ u_ C:i .::; ~-\ -G._ _j, : ! 90""19 l I i i ! ... ... ',','•' --,J,.:.;::::.f-,: ELEC.:fF.O 1. (1(1 TILT LJF· CONCRETE WALL DESIGl'l DL+LL+LAT BAF; SIZE= 4 Pu AXIAL KIPS= 0 SPACING IN= 6.00 Pu ECCENTRIC f(I PS= 1. 114 WALL HEIGHT FT= 19.50 F'LI WALL KIPS= 2.600 WALL THICKNESS IN= 6.25 Pu TOTAL KIPS= 3.714 d IN= 3,75 qLl LATERAL KSF= 0.107 OPENING FACTOR= 3.25 O= 0.850 DEAD LOAD KIPS= o. 108 OPb KIPS= 12.319 LIVE LOAD KIPS= o. 180 F'n KIPS= 4.367 ECCENTRICITY IN= 6.25 a IN= 1. 391 AXIAL DL KIPS= 0 OMn IN-f(IPS= 69.983 AXIAL LL KIPS= 0 c= 1.636 F'c l<SI= 2.0 Ie= 41.553 Fy KSI= 60 DEFLECTION IN= 3.767 Z!Cp= 0.300 CENTER Mu IN-l(IPS= 73.507 WIND KSF= 0.019 X FT= 0.242 DBL. BARS E· IN= 1.00 MAX MLI IN-KIPS= 73.551 As SQIN= 0.40 Error! As min SQIN= · 0. 09 (I AISER ELECTRO 1.00 TILT UP CONCRETE WALL DESIGN DU·LL+LAT BAR SIZE= 4 F'Lt AXIAL KIPS= 0 SPACING IN= 6.00 Pu ECCENTRIC KIPS= 0.369 WALL HEIGHT FT= 19.50 Pu WALL KIPS= 2.600 WALL THICl<NESS IN= 6.25 Pu TOTAL KIPS= 2.968 d IN= 3.75 qu LATERAL KSF= o. 107 OPENING FACTOR= 3.25 O= 0.8p0, DEAD LOAD l<IPS= o. 108 OPb KIPS= 12.463 LIVE LOAD f(IPS= 0 Pn KIPS= 3.450 ( ECCENTRICITY IN= 6.25 a IN= 1. 346 ! AXIAL DL KIPS= 0 OMn IN-f(IPS= 69.711 \ AXIAL LL KIPS= 0 c= 1. 583 I F'c KSI= 2. 0 Ie= 40.310 Fy KS!= 60 DEFLECTION IN= 3.868 ZICp= 0.300 CENTER MLt IN-f<IPS= 68.535 WIND KSF= (>.019 X FT= 0.083 DBL. BARS E IN= 1. 00 MAX MLI IN-l<IPS= 68.540 As SQIN= 0.40 0 As min SQIN= 0.09 0 AISER ELECTRO BAR SIZE= SPACING IN::. 2.00 4 12.00 20.50 6.25 2.75 1.00 TILT UP CONCRETE WALL DESIGN DL+LL+LAT Pu AXIAL KIPS::. O WALL HEIGHT FT= WALL THICKNESS IN~ d IN= OPENING FACTOR= DEAD LOAD KIPS= LIVE LOAD KIPS= ECCENTRICITY IN= AXIAL DL •<IPS= AXIAL LL KIPS= F'c KS!= Fy KSI= ZICp= WIND l<SF= DBL. BARS E IN= As SGIIN= As min SQIN= 0.132 (> .. 220 6.25 0 0 2.0 60 0.300 0.019 0 0.20 0.09 0 Pu ECCENTRIC KIPS= 0,419 Pu WALL KIPS::. 0.841 Pu TOTAL KIPS= 1.260 qu LATERAL KSF= 0.033 ·o= o.883 OPb KIPS= 14.327 Pn KIPS= 1,427 a IN= 0,658 OMn IN-KIPS= 28.708 c= 0.774 Ie= 11.795 DEFLECTION IN= 6.017 CENTER Mu IN-KIPS= 27.081 X FT= 0.260 MAX Mu IN-KIPS= "7 ·99 . ..::. • (J 0 DL+LL 0 1. 486 3.466 4.952 I) 0.834 12.079 5.938 1. 468 70.355 1.727 43.830 3.591 16.770 1. 867 17.215 0 DL+LL () 0.491 3.466 3.957 0 0.847 12.271 4.671 1.405 70.064 1. 653 41. 979 3.734 10.141 0.870 10.209 (I DL+LL 0 0.559 1. 121 1.680 0 o·. 878 14.236 1.914 0.682 29.416 0.802 12.074 6.023 8.482 1. 329 8,595 0 1.-z._ ·.·.·:,·. ,.,J_._,..:.t"'. c:.Lc.L ,r-.U BAR SIZE= SPACING IN= WALL HEIGHT FT= WALL THICKNESS IN= d IN= OPENING FACTOR= DEAD LOAD KIPS= LIVE LOAD f<IPS;;:: ECCENTRICITY IN= AXIAL DL KIPS= AXIAL LL f<IPS= F'c KS!= Fy f(SI= ZICp= WINO f(SF= DBL. BARS E ~ N= As SQIN= As. min SQIN=- ·-·. '-''.J 4 1~.00 20.50 6,25 3.75 1.00 1. 580 0 6.00 0 0 2.0 60 0.300 0.019 1. 00 o. 20 0.09 0 T1LT UF CGNLRETE W~LL DESIGN DL+LL+LAT Pu AXIAL KIPS= 0 Pu ECCENTRIC KIPS= 1.659 Pu WALL KIPS= 0.841 Pu TOTAL KIPS= 2.500 qu LATERAL KSF= 0.033 O= 0.867 OF'b KIPS= Pn KIPS= a IN= OMn I N-f( I PS= c= Ie= DEFLECTION IN= CENTER Mu IN-KIPS= X FT= MAX MLl IN-KIPS= 22.953 2.884 0.730 41.169 0.858 26.129 3.895 33.796 0.885 34.011 0 AISER ELECTRO 4.00 TILT UP CONCRETE WALL DESIGN DL+Ll+LAT BAR SIZE= SPACING IN= WALL HEIGHT FT= WALL THICKNESS IN= d IN= OF'EN I NG FACTOR= DEAD LOAD KIPS= LI VE LOAD f<I PS= ECCENTRICITY IN= AXIAL DL f(IPS= AXIAL LL l<IPS= F'c KS!= Fy KS!= . Z IC.p= WIND KSF= DBL. BARS E IN= As SQIN= As min SQIN= 4 6.00 19.50 6.25 3.75 2.60 0,437 0.374 6.00 0 0 2.0 60 0.300 !).019 1. 00 0,40 0.09 0 Pu AXIAL KIPS= 0 Pu ECCENTRIC KIPS,= 2. 433 Pu WALL KIPS= 2.0SO Pu TOTAL KIPS= 4.512 qu LATERAL KSF= b.085 O= 0,810 OPb KIPS= 12.164 F'n KIPS= a IN= OMn I N-f(! PS= .c= Ie= DEFLECTION IN= CENTER Mu IN-KIPS= X FT= MAX Mu IN-f<.IPS= 5.373 1. 4'40 70.235 1. 694 42.988 3.655 68.733 0;579 68.950 0 AISER ELECTRO 5.00 TILT UP CONCRETE WALL DESIGN DL+LL+LAT BAR SIZE= 4 PL! AXIAL KIPS= 0 SPACING IN= 5.00 Pu ECCENTRIC KIPS= 2.520 WALL HEIGHT FT= 17.50 Pu 1-iJALL KIPS;: 2.871 THICf(NESS IN= 6.25 F'Ll TOTAL KIPS= 5.391 WALL d IN= 3.75 qLl LATERAL KSF:= o. 131 OPENING FACTOR= 4.00 O= 0.828 DEAD LOAD KIPS= 0.294 OF'b KIPS= 8.02'0 LIVE LOAD f<IF'S;:: . ():252 Pn KIPS= 6.510 ECCENTRICITY IN= 6.00 a IN= 1. 731 AXIAL DL f(!PS= 0 OMn IN-KIPS= 78.956 AXIAL LL ~~!PS= (l c= 2.036 F'c KS!= 2.0 Ie= 53.439 Fy KSI= 60 DEFLECTION IN= 2.662 Z!Cp= 0.300 CENTER MLl IN-f<IF'S= 78.486 WIND f<SF= 0.019 X FT= 0.466 BARS E IN=· 1 • 00 MAX Mu IN-f::'.IPS= 78.687 DBL. 0 As SQIN=· 0.48 As min SQil'J= I). ()9 .·,··· DL+LL 0 2.212 1. 121 3.333 (> 0.856 22.659 3.896 0.779 42.368 0.917 27.278 3.840 17.436 3.149 18.455 0 DL+LL 0 3.244 2.773 6.017 0 0.820 11. 874 7.339 1.536 70.592 1. 807 46.042 3.430 26.653 2.803 28. (>52 0 DL+LL 0 3.360 3.828 7.188 0 0.804 7.788 8.939 1. 850 78.546 2.176 58.957 2.400 24.119 3. 141 25.928 0 i I \ ', 1 ::-1-:• ' AISER ELECTRO 6.00 TILT UP CONCRETE WALL DESIGN BAR SIZE= SPACING IN= WALL HEIGHT FT= WALL THICl<NESS IN= d IN= OPENING FACTOR= DEAD LOAD KIPS= LIVE LOAD KIPS= ECCENTRICITY IN= AXIAL DL KIPS= AXIAL LL KIPS= F'c KSI= Fy l<SI= ZICp= WIND KSF= DBL. BARS E IN= "As SQIN= As min SQIN= KAISER ELECTRO BAR SIZE= SPACING IN= WALL HEIGHT FT= WALL THICKNESS IN= d IN= OF'EN I NG FACT OF:= DEAD LOAD l<IPS= LIVE LOAD 1:::IF'S= ECCENTRICITY IN= AXIAL DL l(IF'S= AXIAL LL KIPS= F, c 1:::s r = Fy l<SI= ZICp= WIND l<SF= DBL. BARS E IN= As SQIN= As min SQIN= 4 9-.oo 19.50 6.25 3.75 2. 3() 0.108 o. 1~2 6.25 0 0 2.0 60 -0.300 0.019 1.00 0.27 0.09 0 7.00 6 6.00 19.50 11.25 9.00 1.00 9.200 7.900 6.00 I) 0 2.(> 60 0.300 (1,019 1.00 ,). 88 0.20 0 :•:•,;, ; . ., ...... : DL+LL+LAT PLl AXIAL KIPS= () PLt ECCENTRIC KIPS= 0.648 F'Ll WALL KIPS= 1. 840 F'Ll TOTAL KIPS= 2.488 qu LATERAL KSF= 0.076 O= 0.867 OPb KIPS= ~9.490 F'n KIPS= 2.870 a IN= 0.925 OMn IN-KIPS= 51. 286 c= 1. 088 Ie= 30.506 DEFLECTION IN= 3.761 CENTER Mu IN-l<IPS= 51.040 X FT= 0.201 MAX MLl IN-KIPS= 51.061 6 TILT UP CONCRETE WALL DESIGN DL+LL.+LAT F'u AXIAL KIPS= 0 F'Ll ECCENTRIC KIPS= 19.733 F'Ll WALL l<IPS= l'.440 Pu TOTAL KIPS= 21. 172 qu LATERAL ~~SF= 0.059 O= 0.743 OF'b KIPS= 29.401 Pn f<IPS= 28.489 a IN= 3.985 OMn IN-KIPS= 402.169 c= 4.688 Ie= 698.716 DEFLECTION IN= 1. 288 CENTER Mu IN-KIPS= 119.276 X FT= 4.804 _MAX Mu IN-f<.IPS-= 133.858 0 ::.· ... tJ.f DL+LL 0 0.864 2.453 3.317 0 0.856 19.241 3,876 0.974 52.182 1. 146 31.576 3.697 10.561 1. 674 10.792 0 DL+LL 0 26.310 1. 920 28. 23<) (l 0.700 27.693 40.328 4.565 409.679 5.371 852.265 1. 075 114. 041 9.750 157.860 0 •)•• .,., .. DATE __ . _,t;----,--J)_? ___ _ ENGR_---'/_,-.:.....:'/ #'-'------ PROJECT n ! r, e" "'. -o o_ . "?f--1 /i1s +. burkett ~ &wong W, st,uctu,al & clvll englneefS /7r:lt} ?<:' % ----7.'Z-S --=========::::::::====--. ·"t C" SHEET __ ~-;; ___ _ JOB NO_..:..~_'-l_·_~_J'/.1 __ _ . /710 'l<fZ._ •:;::.. <~Ck.I r.!S3, ~ < /tit>~;< I, 7.S->< I,;;, "J-:-?:< ii . _ ... .-•,:,:•,·· DATE t:. -,J 7 ENGR t:1.-II PROJECT nt I r, 1/-</) 'j IJ--;-/t?,S'r L._ ,7S>c11t )C ,7 ... 11k: r-: IC',!3__.ft x 'f __ -::-/,~ t C.../ ,.P., :1 Xj ""'==·=== burkett ~ SHEET re &wong JOB NO , (J 9-(tf structural & clvll englnee·rs / t t-, 1 , •I II 'J .(:,, ~-.1. N~?"c 12 ;c z_ I {---~ rt' V: ,. --n --! / . 9 ,,, -C, f , --f/ I ~ ~-£ -~ 0 "7' Y. ,,,,, S>ICn.J > fl :: /,.-;, 'I re 3?' f-IP,l' ~ y'l--/.C MA}£ -/1,/f -;; r o/ 'f 7K/ Z. f 1,ZY 6, f /,p 'l<j_L 2- .,._. ... fl : /,!)f<.f 7,7 -<!...f1 7.1Y 11 .?Cl J (? -::: L/'2, b ;< + ,/£Y !r'l<J' :' 'f(,'-/{C } C(?.;,C: ff!__'( 'I' .$a:_ Y/~O '-<"C/ 7 h'y ........... DATE _----':;, __ c:"""'-J' ..... 7---___ _ ENGR_-"-M-'/./~. ----- PROJECT 13. , ·z... , 5 __ y:: ,, burkett ~ &wong W structural & civil engineers SHEET 7 7 JOB NO ~ 'lflj L-(/ :-,.I/ 69 ~?, -;:: "Z(/, 7 I" S,;- ~::: r,,.,. z)c:.. -Z.tJ. 7 y::{, 1/) .... 'l, I '5 IC -I .? /,a -.../Z./:: t.75 ,45 = ,IC/,(__; -1 , .. ,. :, Of J,f(!. I W -;-tl >'J> -c: ·t:Jt /tf t ,,' t 17 ~ "L. fY/-:: ,JC,{)<. :!:f__ -f '3,f~ X n rl 7-- J> 'le? ) f,6S' -f 1,?. ~ -y 5J7S -.... Jz_ / tf, '.}' L t;f14rf"JJ Jdl'fNt-L '1-~1-~1tv\.-/ I'//:=-61'o5 -1-1,£;'f-( 17-z-;-11;) r _{~ ,~.ifc.-t ~ lcct(t11J.x,, ,<:-eo1r-«i,, --t~ . .i'(,z :: 1.1~1C /1/: 1,15><. ~-rl. Y-=-7-t'? h-= t, d : / 0 , , ,4 ~ -: , -Z 1, L. '1-')('. J I ·1-.•,·.· ... ,•.••·· ...... ·.·· ...... . . , DA TE __ .=5"_-"-J_'i __ _ ENGR_-...L/tz_,_·-"/f-'----- PROJECT CTJ·~ t¥,St [ ___ ; f--c-· >< ______ j burkett ~ &wong W structural & clvll engineers 1-! SHEET ___ '.:f_...__ __ JOB NQ, __ 5"--'-'r'...;..tr_r..:.../!_, _ r--:::: I) ',C /5 y_ , fllf ''r/0 -::: ~, / /< IA/'l/FT ·.---3,. Y ::. (, .. i /C. Z- 5-. -z. )( lf,5 ::: ',(Z: 11 I// -:: , 6 ~ ff, s z_ x I, 'IJ,. -:: i, 7 b -; i ~ I ~ p /Is -: ~ ~ -z VI --· / ;,z,. I L II u 6. E I -t? i--/tf"- . .. ,.: . . , ....... . ......... SQUARE FOOTINS DESISN TABLE ASS 111 KSF 1.0 1. 5 2.0 2.5 3.0 3.5 SIZE IN LOAD BARS LOAD BARS . LOAD BARS LOAD BARS LOAD BARS LOAD BARS FT. SQ, · KIPS 14 IS lb KIPS H ts lo KIPS H ts 16 KIPS H fS t6 Y.IPS 14 15 16 KIPS 14 15 16 2.00 2.8 3 2 2 4.8 3 2 2 6.8 3 2 2 8.8 3 2 2 10.8 3 2 2 12.8 3 2 2 . 2.25 3.5 . 3 2 2 6.1 3 2 2 8.6 3 2 2 11. 1 3 2 2 13.7 3 2 2 16.2 3 2 2 2.50 4.4 4 3 2 7.5 4 3 2 10,6 4 3 2 13,B 4 3 2 16.9 4 3 2 20.0 4 3 2 2.75 5.3 4 3 2 9 .1 4 3 2 12.9 4 3 2 16.6 4 3 2 20.4 4 3 2 24.2 4 3 2 3.00 6.3 4 3 ., 10.8 4 3 3 15,3 4 3 3 19,8 4 3 3 24.3 4 3 3 28.8 4 3 3 ,I 3.25 7.4 5 3 3 12.7 5 3 3 18.0 5 3 3 23.2 5 3 3 28.5 5 3 3 33.8 5 3 3· 3.50 8.6 5 3 3 H.7 5 3 3 20.8 5 3 3 27,0 5 3 3 33.i 5 3 3 39.2 5 3 3 3.75 9.8 5 4 3 16,9 5 4 3 23.9 5 4 3 30.9 5 4 3 38.0 5 4 3 45.0 5 4 3 4.00 11.2 6 4 3 19.2 6 4 3 27.2 b . 4 3 35.2 b 4 3 43.2 6 4 3 51. 2 b 4 3 4,25 12.6 6 4 3 21.7 Ii 4 3 30,7 b 4 3 39.7 6 4 3 48.8 6 4 3 57.8 6 4 3 4.50 14.2 6 4 4 24.3 b 4 4 34.4 6 4 4 44.6 6 4 4 54.7 6 4 4 64.8 6 4 4 I' 4.75 15.8 7 4 4. 27. l 7· 4 4 38.4 7 4 4 49.6 7 4 4 60.9 7 4 4 72.2 7 4 4 12. 5,00 17,5 · 7 5 4 30.0 7 5 4 42.5 7:. 5 4 55.0 7 5 4 67.5 7 5 4 79.1 9 6 4 I S1 5.50 21.2 8 5 4 36.3 8 5 4 51.4 8 5 4 66.6 8 r: 4 80.5 9 6 5 95.7 9 6 5 ,J . 6,00 25.2 8 6 5 n.2 B· 6 5 bl. 2 8 6 5 77.9 10 7 5 95.9 10 7 5 112.5 12 8 b 6.50 '29.b 9 6 5 ! 50.7 9 b 5 /U.2 11 7 5 91.4 11 7_.;;5 110. 9 13 9 b 132.0 13 9 b 1.8 ioto 'i2 .. 7.00 34.'3 10 6 5 58.8 10 b 5 81.5 12 B 6 8 6 1'28.6 14 9 7 153.1 14 9 7 7,50 39.4 10 7 6 65.4 . 13 8 6 93.5 13 8 6 119. 5 15 10 7 H7.7 15 10 7 f73. 7 18 11 8 21" 8.00 44.8 11 7 6 74.4 13 9 6 104.0 16 11 8 136.0 16 11 8 -165. b 19 12 9 197.b · 19 12 9 8.50 50.6 12 8 6 84.0 14 9 7 117.4 17 11 8 150.8 20 13 9 186.9 io· 13 9 ti 9.00 56.7 12 B 7 94.2 15 10 7 .131.6 18 12 B 169.1 21 14 10 I 2. 206.6 24' 16 11 15'' 10.00 66.3 17 11 8 112.5 20 13 9 158.8 23 15 11 205.0 26 17 12 "' , t 11.00 80.2 18 12 9 136.1 22 14 10 192.1 25 17 12 ' -,, 24 12.00 95.4 20 13 10 .. 156.6 28 18 13 -. II 2.1 ,, 1.5 ASB IN KSF 4.0 4.5 5.0 6.0 7.0 r 8.0 SIZE IN LOAD BARS LOAD BARS LOAD BARS LOAD BARS LOAD BARS I LOAD BARS FT. SQ, KIPS 14 15 16 KIPS t4 15 16 KIPS 14 15 lb KIPS 14 15 16 KIPS 14 f5 16 KIPS 14 fS lb ! 2.00 14.8 3 2 2 16,8 3 2 2 18,8 3 2 2 22.8 3 2 2 26.8 3 2 2 30.8 3 2 2 2.25 18.7 3 2 2 21. 3 3 2 2 23.8 3 2 2 28.9 3 2 2 33.9 3 2 2 39.0 3 2 2 2.50 23.1 4 3 2 26.3 4 3 2 29.4 4 3 2 35. 6 . 4 3 2 41.9 4 3 2 48.1 4 3 2 2.75 28.0 4 3 2 31.8 4 3 2 35.5 4 3 2 U.1 4 3 2 50.7 4 3 2 58.2 4 3 2 3.00 33.3 4 3 3 37'.8 4 3 3 42.3 4 3 3 51.3 4 3 3 60.3 4 3 3 69.3 4 3 3 12.1( 3.25 39.1 5 3 3 44.4 5 3 3 49.6 5 3 3 60.2 5 3 3 70.8 5 3 3 81.3 s 3 3 3.50 45.3 5 3 3 51.5 5 3 3 57.b 5 3 3 69.8 5 3 3 ·a2.1 5 3 3 ,,93. 9 b 4 I 3.75 52.0 5 4 3 59;1 5 ~ 3 66.1 5 4 3 79.6 7 4 3 :;-93. 7 ·7 4 3 . 107. 8_ 7 4 3 IS I/ 4.00 59.2 b 4 3 67.2 6 4 3 75.2 b 4 3 90.6 7 s 3 106.6 7 5 3 122.6 7 s 3 12 4.25 66.8 6 4 3 75.9 7 5 4 84.2 7 " 102.3 7 5 :4 1.20.3 . 7 s 4 137.7 q b 4 " 4,50 74.2 8 5 4 84.3 8 5 4 94.4 B 5 4 114 • .7 8 5 '4 .. 134 .2 9 154.~ 9 b 4 18 I 5 11 4.75 82.6 8 5 4 93.9 8 5 4 10'5.2 8· 5 4 126.9 10 6 149.5 10 6 5 172.0 10 6 5 5.00 91.6 9 6 4 104. 1. 9 6 4 116.6 9 6 4 1·40.6 10 7 5 165.6 10 7 s 189.7 12 B 6 2.1" 5.50 110.8 9 6 5 125.9 11 7 " 139,9 11 7 5 170,2 13 9 6 199.3 13 9 6 ., I.., II b.00 130.5 12 8 6 148.5 12 8 6 165.2 14 9 7 201.2 14 9 7 b. 6.50 153.2 13 9 6' 172.7 15 10 7 193,8 15 10 7 21-'' 7.00 175.8 16 200.3 16 11 a 7.50 201.B 18 11 B ASSUHPTIONS: fc'=2 KSI 150 PSF 01,'E~oURDEtl 6RADE 60 Si££L LOAD FA~TOR= 1.6 12' SQUkR~ BASE.PLATE ·:.·.·.'(,•• . 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KIPS f:::IPS KIPS f:::-FT K-FT f<-FT NO ROOF LL WITH ROOF LL WIND OR SEIB. NO ROOF LL WITH ROOF LL WIND OR SEIS. 1::1 FT Fe l<SI Fb l<SI E KS! kl/d s IW'3 KAISER E 0 AXIS DIMENSIONS IN IN. KIPS NO ROOF LL KIPS WITH ROOF LL f(IF'S WIND OR SEIS. l<-FT NO ROOF LL ~(-FT Wl1H ROOF LL l<-FT WIND OR SEIS. kl FT Fe l<SI Fb KS! E l<SI kl/d s IN"'3 1. 00 X 22.50 I) 0 90.00 0 0 40.30 31.00 1. 65 2.40 1600.00 16.53 ',• 432. 42 2.00 .x 21. 00 (I 0 72.00 0 0 42.10 31. 00 1.65 2.40 1600,00 17.71 376.69 3, (H) X 22.50 (l 0 69.30 0 0 42. 10 38.00 1.65 2.40 1600.00 20.27 432.42 WOOD COLUMN DESIGN y f'" ... F'c J 5. 13 -------20.89 1.43 0.56 -------18.69 1. 64 0.72 -------18. 10 1. 69 0.78 0 0 0 0 --------------------- 0 98.50 WOOD COLUMN DESIGN y .,. ,,, F'c J 5.1'.3 -------20.89 1.37 0.68 -------18.69 1.51 0.87 -------18. 10 1.53 0.95 () 0 0 I) ----------------------- 0 91. 93 WOOD COLUMN DESIGN y K F'c J 5. 13 -------20.89 1. 16 0.94 -------18.69 1. 17 1. 00 -------18.10 1. 17 1.00 0 0 0 0 --------------------- 0 98.50 L ;o AXIAL CAPACITY KIPS 0 165.40 0 189.28 0 106.84 0 AXIAL CAPACITY KIPS 147.00 162.25 76.97 , ' AXIAL CAPACITY KIPS 0 0 0 0 0 134.13 0 134.76 0 73.35 0 l. -II ' fJ:· 4.00 WOOD COLUMN DESIGN ·t. l<AISER E 0 ' AXIAL • AXIS X y CAPACITY I< F.' C J f::'.IPS DIMENSIONS IN IN. 18.00 o. 13 0 p f::'.IPS NO ROOF LL 0 -------20.89 1.59 o. 10 146.69 (l p KIPS WITH ROOF LL 0 ___ -:" ___ 18.69 1.95 o. 13 179.49 0 p f<IPS WIND OR SEIB. 33. 2(> -------18.10 2.06 o. 14 144.28 (l M f<-FT NO ROOF LL 0 0 M K-FT WITH ROOF LL 0 0 M f(-FT WIND OR SEIB. 16.50 (I kl FT 18.00 0 Fe: KSI 1.65 --------- Fb KS! 2.40 --------E KSI 1600.00 ------- kl/d 12.00 0 s rw-~ 276.75 78.80 KAISER ~ 0 5.00 /, WOOD COLUMN DESIGN AXIAL AXIS X y CAPACITY f·' _F• C J KIPS ! '•, DIMENSIONS IN (N. 1ei.50 s.e;o 0 p f(IPS NO ROOF LL (l -------26.84 0.98 o. 19 83.18 0 p l<IPS "WITH ROOF LL 0 -------24.01 1.20 (>. 23 102.53 0 p KIPS WIND OR SEIS. 61.30 -------23 .. 24 1.28 0,24 82.76 0 M K-FT NO ROOF LL 0 (l M !<-FT WITH ROOF LL (I (I M f<-FT WIND OR SEIS. 6.00 0 kl FT 18. 00 0 Fe KS! 1. 00 -------Fb KS! 1. 20 -------E KSI 1600.00 ------- kl/d 13.94 (l s rw·-3 22(>. 2'3 7S. 15 I I I I I I I I I I I I I January 15, 1987 Kaiser Electronics 2701 Orchard Park Way San Jose, California 95134 Attention: Mr. John Balkwill SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY Job No. 05-6807-001-00-00 Log No. 7-1014 SUBJECT: GEOTECHNICAL INVESTIGATION Proposed Commercial Development Gentlemen: Lot 8, Carlsbad Oaks Business Center Carlsbad, California As requested, we have completed our Geotechnical Investigation for the site of the proposed commercial project. Presented herein are our findings and recommendations. If you have any questions after reviewing our report, please do not hesitate to contact the undersigned at your convenience. This opportunity to be of professional service is sincerely appreciated. Very truly yours, SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. I I <2;j/!;[~ I I I I Chief Engineer AFB/pb Distribution: (6) Addressee 6455 NANCY RIDGE DRIVE• SUITE 200 • SAN DIEGO, CALIFORNIA 92121 • (619) 587-0250 I I I I I I I I I I I I I I I I_ I 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 TABLE OF CONTENTS INTRODUCTION •.•..••.•.•••••••••••••••.•••••••••.••••• • 1 1 1. 1 Authorization •••••••••••• . . . . . .... 1.2 Scope of Services ••.•••••••••••.••••••••••••••.•••• .... 2 PROPOSED DEVELOPMENT ••••••••••••••••••••••••••• . . . 3 SITE DESCRIPTION .••••••...••••••• ~··•••••••• .... .3 SITE 4. 1 4.2 INVESTIGATION •• . . . . . . . . . . . . . . . . . . . . . . Field Investigation •••••••• Laboratory Testing Program. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • 3 • 3 .4 SUBSURFACE CONDITIONS .•• . . . . . . . . . . . . . . . . . . . .... •.•.•.• 4 ....... 4 5.1 5.2 5.3 5.4 General Santiago . . . . . . . . . . . . . . . . . . . . . . . . . . Formation. . . . . . . . . . . . . . . . . . . . . . . . . 5 Fi 11 ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Groundwater •••••••••• . . . . . . . . . . . . . . . . . . . . . . . . . SEISMICITY .••••..•.••••••• . ... . ... . ..... . .s .6 6. 1 6.2 Regional Seismicity ••••••••••••••••••••••••••.••••••.• 6 Earthquake Effects •••••••••••••.••••••••.•.•.••••••••• 6 GEOTECHNICAL EVALUATION AND RECOMMENDATIONS .• . . . . . . . . . . . . . .7 7.1 7.2 7.3 7.4 7.5 General Grading 7. 2. 1 7.2.2 7.2.3 7.2.4· 7.2.5 Discussion ••••.••••••••••••••••• . . . . . . . . . . . . . .7 and Earthwork. . . . . . . . . . . . . . . . . . . . . . . • 7 General ••••••.• . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Geotechnical Observation ....................... 7 Site Preparation ••••••••••••••••••.•••••••••••• 8 Compacted Fill .............................•... 8 Trench Backfill .••••••••••••••••.•••••••••••••• 9 Settlement Considerations •••••••••••.•.•.•••••••.••••• 9 Surface and Subgrade Drainage ................... . ..... 9 Foundation and Slab Recommendations. ...... 7.5.1 7.5.2 7.5.3 7.5.4 General •••••••• . . . . . . . . . . . . . . . . . . . •• 1 0 •• 1 0 •• 1 0 Foundations. . . . . . . . . . . . . . . . . . . . . . . . . Slabs ••••••• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 Foundation Observation ••• . . . . . • • 1 2 7. 5. 5 Lateral Load Res is·tance ••••••••••••••••••••• • • 1 3 Soil Sulfate Content Implications •••••••••••••••••••• 13 Pavement Subgrade ••••••••••••••.••••••••••• . . . ••• 1 3 7.6 7.7 7.8 Review LIMITATIONS of Plans ........................ . • • • • • • , ••••••• 1 4 OF INVESTIGATION •••••••••••••••••••••••.••.••• 15 i I I I Figures I 1 2 I 3 A:eeendices 1· A B I C D I I I I I I I I I I I I ATTACHMENTS Location Map Plot Plan Regional Fault Map · References Boring Logs, Figures B-1 through B-4 Laboratory Data, Figures C-1 through C-4 Standard Earthwork and Grading Recommendations ii I I I I I I I I I I I I I I I I I I I GEOTECHNICAL INVESTIGATION CARLSBAD OAKS BUSINESS CENTER, LOT 8 CARLSBAD, CALIFORNIA 1.0 INTRODUCTION This report presents the results of our Geotechnical Investigation performed for the proposed 48,000 square foot single story commercial building to be located on Lot 8 of the Carlsbad Oaks Business Park in Carlsbad, California. Our investigation was performed in December 1986. In November 1986, San Diego Soils Engineering completed the As-graded Geotechnical Report for-the Carlsbad Oaks Business Center. Information from the As-Graded Report was used in this Geotechnical Investigation. The location of the site is shown on _the Location Map, Figure 1. The purpose of this investigation was to explore and evaluate the subsurface conditions at the building site, and to provide recommendations for site preparation, and for geotechnical design criteria for the proposed construction. 1.1 Authorization This investigation was conducted in accordance with the authorization of Kaiser Electronics of San Jose, California. The scope of work conducted was consistent with our Proposal Number 6-4426, dated November 21, 1986. I I I I I I I I I I I I I I I I I I 1· ,1 ,,7 ---:.2;--,' ----) •}. I ,;; \ ,. \ ,;,Agua• . 357 (~~~~ 0 2000 ----FEET JOB NO.: 05-6807-001-00-00 4000 DATE: L------. ______ _;.-::-...L.-----~ -.- ADAPTED FROM U.S.G.S. 7.5'· SAN LUIS REY AND ENCINITAS QUADRANGLES (1975) LOCATION MAP FIGURE: JANUARY 1987 1 c:: I I I I I I I I I I I I I I I I I I I Kaiser Electronics January 15, 1987 1.2 Scope of Services Job No. 05-6807-001-00-00 Log No. 7-1014 Page 2 Our scope of services for this investigation included the following: 1.2.1 Review of existing geologic reports pertinent to the project area (Appendix A); 1.2.2 Subsurface exploration utilizing a truck-mounted 8 inch hollow stem auger. The subsurface exploration program included the collection of both relatively undisturbed and bulk soil samples for laboratory testing; 1.2.3 Evaluation of laboratory and field test data gathered during the exploration program; 1.2.4 Evaluation of groundshaking potential resulting from seismic events occurring on significant faults in the area; 1.2.5 Development of site preparation recommendations; 1.2.6 Recommendations for an appropriate foundation system for the proposed structure, development of geotechnical criteria for foundation design, and development of pavement section recommendations for ~reposed parking areas and driving lanes. I I I I I I I I I I I I I I I I I I I Kaiser Electronics January 15, 1987 2.0 PROPOSED DEVELOPMENT Job No. 05-6807-001-00-00 Log No. 7-1014 Page 3 The proposed development consists of a one-story concrete tilt-up building with surrounding parking areas. No detailed foundation or structural plans are available at this time. We understand that proposed finish grading should not raise the existing pad elevation substantially. 3.0 SITE DESCRIPTION As mentioned earlier, the subject site was graded as Lot 8 of Carlsbad Oaks Business Center, utilizing observation and testing of San Diego Geotechnical Consultants, Inc. The site consists of an approximately level lot (elevation 348 feet) bounded by Loker Avenue West on the south, a canyon on the north, and Lots 7 and 9 to the west and east, respec- tively. The lot drains by sheet flow to the northwest. The site is presently void of any significant vegetation, and no surface or subsurface improvements are known to exist. The lot configuration along with the proposed building location are depicted on the Plot Plan, Figure 2. 4.0 SITE INVESTIGATION 4.1 Field Investigation A field investigation was performed on December 15, 1986, and consisted of a site reconnaissance by our . geotechnical personnel and the drilling of three exploration borings. The exploration borings were located in the vicinity of the proposed structure·-to obtain a generalized cross section of the subsurface conditions at this location. The locations were I I I I I I I I I I I I I I I I I I I Kaiser Electronics January 15, 1987 Job No. 05-6807-001-00-00 Log No. 7-1014 Page 4 determined in the field by pacing and use of a Brunton compass. implied. Further accuracy-of boring locations is not Eight-inch diameter borings were drilled using a continuous flight auger to depths of approx- imately 21 feet below existing grade. Samples were obtained using a standard Split Spoon Sampler, a.2.5- inch I.D. Modified California Sampler, and bulk methods. Logs describing the subsurface conditions encountered are in Appendix B. Approximate locations of exploration borings are shown on the Plot Plan, Figure 2. 4.2 Laboratory Testing Program Laboratory tests were performed on representative soil s~mples to determine their pertinent engineering properties. Tests were performed in accordance with test methods of the American Society for Testing Materials (ASTM) or other accepted standards. A brief description of the various test methods used and the test results are provided in Appendix C. 5.0 SUBSURFACE CONDITIONS 5.1 General The materials at the site consist predominantly of Santiago Formation bedrock, and a small wedge of . compacted fill in the northeast corner of the site. I I ii I I I I I I I I I I I I I I I I EXPLANATION a-fr APPROXIMATE LOCATION OF T.D. 21.o•BORING ...9J!L APPROXIMATE LOCATION OF LOT 8 BOUNDRY FILL CUT /FILL LINE 0 --80 FEET --160 PROPOSED BUILDING -STORY) r--7 ,-_J L ,--.-J -) / B-1 .J!!b.. j ( T.D. 21.0·~ I I _£8-3 'i'°T.D. 21.0' I I I l I '-I '-, I ' 7 '\. ..41b_B-2 I ) 'fi'T.D. 21.0'_ j I J --__r-1 r- \_/ PLOT PLAN-PROPOSED OFFICE BUILDING-CARLSBAD, CALIFORNIA JOB NO.; DATE: FIGURE: 05-6807-001-00-00 JANUARY 1987 2 -' I I I I I I I I I I I I I I I I I I I Kaiser Electronics January 15, 1987 5.2 Santiago Formation Job No. 05-6807-001-00-00 Log No. 7-1014 Page 5 The SRntiago Formation underlying the site is predominantely orange-brown, moist, stiff to very stiff, sandy siltstone, a:nd gray to brown, moist,, hard, silty sandstone. The bedrock is exposed over most of the site except in the far northeast corner where it is underlain with up to approximately five feet of compacted fill. Results of the evaluation of the engineering properties of the bedrock are presented in Appendix C. Generally, the material is considered suitable to support structural loads. The bedrock has a medium expansion potential as determined by laboratory testing. The results are summarized in Table C-1. 5.3 Fill Due to the small amount, and the remote location of the fill on the site, no classification or laboratory testing was performed on the material. The fill was placed during the mass-grading of the Carlsbad Oaks Business Center, and is believed to be capable of supporting structural loads. However, the fill is outside the limits of the proposed structure. 5.4 Groundwater Groundwater or caving was not encountered in any of the exploratory borings. However, heavy irrigation or surface drainage conditions may change the groundwater conditions of the site. I I I I I I I I I I I I I I I I I I I Kaiser Electronics January 15, 1987 6.0 SEISMICITY 6.1 Regional Seismicity Job No. 05-6807-001-00-00 Log No. 7-1014 Page 6 The site can be considered to be in a seismically active area, as can all of Southern California. There are, however, no known active faults on or adjacent to the site. The relationship of the site with respect to known faults in the area is shown on the Regional Fault Map, Figure 3. Due to the distance from active faults, seismic risk is considered low, as compared to other areas of southern California. Faults near the project are listed in Table II along with the estimated peak bedrock accelerations that could be expected on site. 6.2 Earthquake Effects Based on available information, the most significant event for the intended development is, in our opinion, a 7.0 Magnitude earthquake located on the Elsinore Fault Zone. The anticipated accelerations produced at the site by such an event would exceed those events which might occur on other known active faults. A magnitude 7.0 earthquake on Elsinore Fault Zone could produce a peak ground acceleration of 0.20g at the subject site with the duration of strong shaking exceeding 30 seconds. Peak accelerations are not, however, representative o·f the accelerations for which structures are actually designed. Design of structures should be in compliance with the requirements of the governing jursidictions and standard practices of the Structural Engineers Association of California. ------- , ... ,, ... I _L_ ____ o __ _ • .,.. __ 1 -t)El,.Allt() \ I IAKEIIISfl!LO -- LAKE .IJ ISA•ELLA/Ji!J:1:1-' ----- 1 .... ~ ~ '\ ' BA~E - \ - 0-11-~t-<.1,,t:. :-1,0 0~ "'1 'li,-1 ,u• -- ., I , 1i ---~ ~ ~ ~~ ... I · 1 ~ "~ • 1 I 1 -\Tl. -~,s= -....:z~ ::., :;;<: _,........__ , '--:..dt • I .,,. ~ANNtCOLAS ~ISLAND •••••.c•m~ ISLAND IHA~ ... ... ... ·'------1---I I ~ l ~ I ' I T .• , ' '" \ ., ..___ .~VSOLAHA ~\~"-\_ 4 _', u• . . ·~ it i I r--· 1z) ' ,,. 1y n , r rnO..-TVIS I ADA~Ho ,,-011 .111ouN01, uu; I CAu,o,nuA f;IIYIIION o, MINII ANO OIOLOQY HUH ¥Al' o, CM"9-NfA ~o - "~ -~ 111• ,,.. 11•• ~ ' . REGIONAL FAULT MAP JOB NO.: DATE: FIGURE: D,6 :-6.8 O 1-ttQ_t--0 0-QO JANUARY 1987 3 I I I I I I I I I I I I I I I I I I I :F'A.ULT Elsinore San Jacinto Coronado Banks San Clemente Rose Canyon4 San Andreas Newport/ Inglewood TABLE II SEISMICITY FOR MAJOR FAULTS MAXIMUM ESTJMATED DISTANCE PROBABLE PEAK BEDROCK FROM SITE EARTHQUAKE 1 A.CCELERATION2 22 Miles 7.0 0.20 g 45 Miles 7.5 0.12 g 21 Miles 6.0 0.12 g 56 Miles 6.0 0.04 g 7 Miles 6.0 0.32 g 66 Miles 8.0 0.09 g 40 Miles 6 • .5 0.06 g REPEATABLE.HIGH BEDROCK ACCELERATIONS3 0.20 g 0.12 g 0.08 g 0.04 g 0.22 g 0.09 g 0.06 g 1. Seismic Safety Study, City of San Diego (June 1983) & Bonilla (1970) 2. Seed and Idriss (1983) 3. Ploessel & Slosson (1974) 4. Potentially Active I I I I I I I I I I I I I I I I I I I Kaiser Electronics January 15, 1987 Job No. 05-6807-001-00-00 Log No. 7-1014 Page 7 7.0 GEOTECHNICAL EVALUATION AND RECOMMENDATIONS 7.1 General Discussion Provided that the recommendations discussed in this report are fully implemented; no geotechnical conditions were apparent in our explorations which would preclude the site development as planned. The major constraint identified at the subject site is expansive soil. Recommendations for construction on expansive soil include moisture conditioning the upper two feet of soils b~neath slab areas and a deepened, reinforced foundation. 7.2 Grading and Earthwork 7.2.1 General All earthwork and grading for site development should be accomplished in accordance with the attached Standard Earthwork and Grading Recom- mendations Appendix D, and chapter 70 of the UBC. All special site preparation recom- mendations presented in the following paragraphs will supersede those in the attached Standard Earthwork and Grading Recommendations. 7.2.2 Geotechnical Observation Continuous observation by the Geotechnical Consultant is considered essential during I I I I I I I I I I I I I I I I I I I Kaiser Electronics January 15, 1987 Job No. 05-6807-001-00-00 Log No. 7-1014 Page 8 grading to confirm conditions anticipated from our foundation investigation and to determine that grading proceeds in general accordance with the recommendations contained herein. 7.2.3 Site Preparation The site should be cleared of existing weeds and grasses. Prior to placing fill and in areas to receive a pavement section, the exposed subgrade soils should be scarified to a depth of 6 to 8- inches, brought to near optimum moisture conditions, and compacted to at least 90 percent relative compaction. 7.2.4 Compacted Fill Fill placed at the site should be compacted to a minimum relative compaction of 90 percent, based on ASTM Laboratory Test Designation D 1557. Fill placed within 24-inches of finish subgrade should be placed at approximately 4 percent over optimum moisture content. Fill should be compacted by mechanical means in uniform lifts of 6 to 8-inches in thickness. Rock fragments greater than 6-inches in maximum dimension should not be placed within the compacted fill. ' Grading should be performed in accordance with the Grading Ordinances of governing agencies. I I I I I I I I, I I I I I I I I I I I Kaiser Electronics January 15, 1987 7.2.5 Trench Backfill Job No. 05-6807-001-00-00 Log No. 7-1014 Page 9 Utility trench backfill should be compacted by mechanical means to a minimum of 90 percent of the laboratory maximum density. 7.3 Settlement Considerations The anticipated total and/or differential settlements for the proposed structures may be considered to be within tolerable limits provided that the recom- mendations in this report are followed. In general, total settlements are estimated to be less than 1 inch, with differential settlements less than 0.50 inches across the structure. These estimates are based on our ) experience with typical foundation loads associated with siruct~res such as those proposed. It is recommended that we perform a review of the actual foundation plans and loading conditions. 7.4 Surface and Subgrade Drainage The performance of foundations is highly dependent upon maintaining adequate surface drainage both during and after construction. The ground surface around structures should bs graded so that water will be carried quickly away from the building without ponding. The minimum gradi~nt within ten feet of the building will depend upon surface landscaping. I.n general, paved or lawn areas should have a minimum gradient of 2 percent, while heavily landscaped areas should have a minimum gradient of 5 percent. Roof drains should be carried across all backfilled areas I I I I I I I I ·1 I I I I I I I I I I Kaiser Electronics January 15, 1987 Job No. 05-6807-001-00-00 Log No. 7-1014 Page 10 and discharged at least ten feet away from struc- tures. Planters should be constructed so that moisture is not allowed to seep into the foundation areas or beneath slab$ and pavements. 7.5 Foundation and Slab Recommendations 7.5.1 General 7.5.2 Our investigation indicates that the existing soils exhibit a medium expansion potential. The following recommendations are provided for the design of footings and slabs based on the soils presently on-site. Our recommendations are considered to be ·generally consistent with the standards of practice. They are based on both analytical methods and empirical methods derived from experience with similar geotechnical conditions. Reinforcement recommendations are considered the minimum necessary for the.likely soil conditions and are not intended to supersede the design of the Structural Engineer or criteria of governing agencies. Foundations The results of expansion testing are summarized in Table I. The recommended type of foundation is conventional spread footings, either square or continuous. No footings should straddle a cut/fill interface. All footings for a given I I I I I I I I I I I I I I I I I I I Kaiser Electronics January 15. 1987 Job No. 05-6807-001-00-00 Log No. 7-1014 Page 11 building should be founded either entirely in bedrock or entirely in compacted fill. Foundations may be designed for a maximum allowable bearing capacity of 6,000 pounds per square foot. In the event that the pad eleva- tion is raised by the placement of compacted fill, an allowable bearing pressure of 2,500 pounds per square foot should be used. A one-third increase for short-term wind or seismic loads may be used. Footings should be at least 12-inches wide. Exterior footings should extend a minimum of 18-inches below lowest adjacent finish grade. Interior footngs need only extend a minimum of 12-inches below lowest adjacent finished grade. Continuous ·footings should be continuously reinforced with at least one number four bar placed both at the top and bottom of the footing. If the structure is to be supported on isolated spread footings. a moisture cut-off wall shou~d be poured around the perimeter of the building to a depth of 24-inches below lowest adjacent finish subgrade. 7.5.3 Slabs Slabs should be designed by a Structural Engineer for anticip8:ted use and loading based on a modulus of subgrade reaction of 250 kips per cubic foot for on site compacted fill soils. The following general recommendations are provided as a guide based on the expansion potential of on-site soils. I I ,. I I I I I I I I I I I I I I I I Kaiser Electronics January 15, 1987 Job No. 05-6807-001-00-00 Log No. 7-1014 Page 12 Slabs should be of 5-inch actual thickness rein- forced with at least 6x6/10-10 welded wire mesh located at midheight. Slabs should be underlain by a capillary break consisting of at least . 4-inches of crushed aggregate or washed sand. If a moisture membrane is used it should be overlain with at least 2 inches of sand to decrease the likelihood of concrete curing problems. Slab subgrade soils should be moisture conditioned to at least 5 percent above optimum moisture content to a depth of 18-inches below slab subgrade prior to placement of concrete. The moisture content should be determined by the Soils Engineer prior to placing visqueen~ 7.5.4 Foundation Observation All foundation excavations should be observed by the Soils Engineer prior to the placement of forms, reinforcement, or concrete, for determination of conformance with the intent of the recommendations herein. All excavations should be trimmed neat, level and square. All loose or unsuitable material should be removed prior to the placeme~t of concrete. Materials from footing excavations should not be spread in slab-on-grade areas unless compacted. Presaturation should be verified prior to the placement of concrete. I I I I I I I I I I I I I I I I I I I Kaiser Electronics January 15, 1987 7.5.5 Lateral Load Resistance Job No. 05-6807-001-00-00 Log No. 7-1014 Page 13 Resistance to lateral loads may be provided by a passive pressure against the vertical faces of the foundations or walls and by the frictional resistance between co~crete and soil. Passive pressure for on-site bedrock may be considered to be 350 pounds per square foot per foot. A coefficient of friction for soil to concrete may be assumed to be 0.45. When combining frictional and passive resistance, the later should be reduced by one third. 7.6 Soil Sulfate Content Implications The results of sulfate testing indicate that either Type I ~r II cement may be utilized for concrete in contact with the subgrade soil. The sulfate test results are given in Table C-2. 7.7 Pavement Subgrade The following preliminary pavement sections are recommended based on an R-value of 18. Light Vehicles (T. I. = 4. 0) 3-inches of asphaltic concrete placed in two lifts over 5 inches of ~ntreated Class II aggregate base Driveways and T·ruck Parking (T. I. = 5. 5) I I I I I I I I I I I I. I I I I I I I Kaiser Electronics January 15, 1987 Job No. 05-6807-001-00-00 Log No. 7-1014 Page 14 3-inches of asphaltic concrete placed in two lifts over 10-inches of untreated Class II aggregate base We recommend that the.upper 8 to 12-inches of pavement subgrade soils should be scarified and moistened to near optimum conditions and compacted to 90 percent or more of maximum density. Specifications for aggregate Class II base may be selected from Section 200-2 of the "Standard $pecifications for Public Works Construction" and should have an R-value of 78 or more. We recommend that you require the Contractor or supplier to as~ure conformance with speci- fications. In addition, we recommend that testing be performed prior to placing base materials. It should be noted that testing may require 5 to 7 days. We recommend that all aggregate base be compacted to 95 percent of the maximum laboratory density. Asphalt concrete type and class should be as required by the project specifications. 7.8 Review of Plans As foundation and grading plans are completed, they should be forwarded to the Soils Engineer for review for conformance with the intent of these recommend- ations. I I I I I I I I I I I I I I I I I I I Kaiser Electronics January 15, 1987 8.0 LIMITATIONS OF INVESTIGATION Job No. 05-6807-001-00-00 Log No. 7-1014 Page 15 Our investigation was performed using the-degree of care and skill ordinarily exercised, under similar circumstances, by ·reputable Soils Engineers and Geologists practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in· this report. The samples taken and used for testing and the observations made are believed representative of the entire project; however, soil and geologic conditions can vary significantly between borings. As in most major projects, conditions revealed by excavation may be at variance with preliminary findings If this occurs, the changed conditions must be evaluated by the Project Soils Engineer and Geologist and designs adjusted as required or alternate designs recommended. 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 architect and engineer for the project and incorporated into the plans, and the necessary steps are taken to see that the contractor and subcontractors carry out s.uch recommendations in the field. The findings of this report are valid as of the present date. However, changes in the conditions of a property can occur with the passage of time, whether they be due to natural processes or the works of man on this or adjacent I I I I I I I I I I I I I I I I I I I Kaiser Electronics January 15, 1987 Job No. 05-6807-001-00-00 Log No. 7-1014 Page 16 properties. appropriate legislation In addition, changes in applicable or standards may occur, whether they result from or the broadening of knowledge. Ae~ordingly, 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. *** SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. /(#ec- Robert M. Pintner Staff Engineer ~i~-Cc Expiration Date: 3-31-87 Chief Engineer 40333 RMP/TCG/AFB/pb; reviewed by W. L. Thomas C. Gray, C.E.G. 281 Expiration Date: 6-30-88 Associate Geologist I I I I I APPENDIX A References I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1. 2. 3. References San Diego Soils Engineering, Inc., November 17, 1986, "As-Graded Geotechnical Report, Carlsbad Oaks Business Center, Carlsbad Tract 74-21, Lots 1-22, Carlsbad, California," Job No. 30012-10. San Diego Soils Engineering, Inc., November 11, 1985, "Additional Bo~ings, Carlsbad Oaks Business Center, CT74-21 Carlsbad California," Job No. 30012-00. Woodward-Clyde. Consultants, November 12, 1981, "Soil and Geologic Investigation for the Proposed Carlsbad Oaks Business Center, CT74-21, Carlsbad California". I I I I I APPENDIX B. I Boring Logs I I I I I I I I I I I I I I I I I I I 1· I I I I I I I I I I I I DEFINITION OF TERMS PRIMARY DIVISIONS SYMBOLS SECONDARY DIViSIONS .J GRAVELS CLEAN .v.·. '. GW Well graded gravels, gravel-sand mixtures, little or no (./) ~ GRAVELS .. .-a. fines. MORE THAN 'A • • _J 0: 0 (LESS THAN :o·.:: Poorly graded gravels or gravel-sand mixtures, little or -wo HALF OF GP 0 I-"' 5% FINES) . • .. &>. no fines. Cl) <. • COARSE I; Silty gravels, gravel-sand-silt mixtures, non-plastic ::E.O FRACTION IS GM Clu.Zw -GRAVEL '1 ' fines. LUoz~ LARGER THAN WITH FINES ~, Clayey gravels, gravel-sand-clay mixtures, plastic ~ u. <. Cl) NO. 4 SIEVE GC < .J J: w /1 fines. CLEAN -., o:<1-> SANDS • • SW Well graded sands, gravelly sands, little or no fines. o:Co:w SANDS _&,,. e w-MORE THAN LU ~ 0 Cl) ( LESS THAN ., .., (./) J: 0: HALF O.F 5% FINES) • • SP Poorly _graded sands or gravelly sands, little or no fines. a: I-:5 COARSE • < w Cl) FRACTION IS SANDS SM Silty sands, sand-silt mixtures, non-plastic fines. 0 0: -SMALLER THAN 00 WITH .FINES v'//1, :::E NO. 4 SIEVE SC Clayey sands, sand-clay mixtures, plastic fines. Cl) w ML Inorganic silts and very fine sands, rock flour, silty or Ju.O:t::! clayey fine sands or clayey silts with slight plasticity. -oWCI.I SILTS AND CLAYS 0 .J ½1//2 Inorganic clays of low to medium plasticity, gravelly Cl) u. .J w LIQUID LIMIT IS CL ..J <. > clays, sandy clays, lean clays. · Cl <. ::E !:::! LESS THAN 50% w :c (/) Cl) OL Organic silts and organic silty clays of low plasticity. zzwo -.,c-o Inorganic silts, micaceous or diatomaceous fine saridy < J: ..J C\I MH 0:1-<:. SILTS AND CLAYS or silty soils, elastic silts. ' 0 -0 V/J1 w 0: z LI.QUID LIMIT IS CH Inorganic clays .of high plasticity, fat clays. 0: w LUO 1-Z GREATER THAN 50% Z:E<<: ~t/ Organic clays of medium to high plasticity, organic -::E :c OH u. I-i/, Ir//. silts. · · HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. GRAIN SIZES SILTS AND CLAYS SAND GRAVEL COBBLES BOULDERS FINE I MEDIUM COARSE FINE I COARSE 200 40 10 4 3/4n 3a 12° U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS -~ GROUND WATER LEVEL OR GROUND WATER SEEPAGE. [D LOCATION OF SAMPLE TAKEN USING A STANDARD SPLIT TUBE SAMPLER, 2-INCH O.D.1 1-3/8-INCH 1.0. DRIVEN WITH A 140 POUND HAMMER FALLING 30-INCHES. [ZJ LOCATION OF SAMPLE TAKEN. USING A MODIFIED CALIFORNIA SAMPLER, 3-1 /8-INCH 0.0., WITH 2-1 /2-INCH I.D. LIN E.R RINGS, DR IV EN USING THE WEIGHT OF KELLY BAR (LARGE DIAMETER BORINGS) OR USING A 140 POUN-D HAMMER FALLING 30-INCHES (SMALL DIAMETER BORING)_- ~ LOCATION OF SAMPLE TAKEN USING A 3-INCH O.D. THIN-WALLED TUBE SAMPLER (SHELBY TUBE) ,HYDRAULICALLY PUSHED. ~ LOCATION OF BULK SAMPLE TAK.EN FROM AUGER CUTTINGS. -· KEY TO LOGS -UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) JOB NO.: 'DATE: 'FIGURE-: 05-6807-001~00-00 JANUARY 1987 . s-.1 I I I I I I I I I I I I I I I I I I I DATE OBSERVED: 12-15-86 METHOD OF DRILLING: 811 Hollow Stern LOGGED BY: SNB GROUND ELEVATION: 384± LOCATION: See Plot Plan z 0 w >fa: ~ 0 I-.... w ~ 0 w ..J w~ a:o BORING NO. 1 0 mw C. a: .... Oc. UI :E L.. 0 LL. a: ..J ::, I-w.., ..... ~ .... :::>c. < 1-Z o> ::i:: Cl) I-~ Cl) (l)W <t: I-(I) 3: ~< li:: -1-Oz ..J (I) C. en 0 Q(I) ..J Q. z w < ..J z ::, ::E 0 zW DESCRIPTION 0 ..J IXI ::, IXI (,) 0 -o -o -SM ~}DROCK Santiago Formation: Orange )<' brown silty SANDSTONE, slightly moist, - 1---"'---"' SO IL 10.5 118.9 dense 5-[ Orange brown to grey white sandy SILT- -STONE, moist, dense - - - 10 29 LL Light brown to grey white silty very -fine SANDSTONE, moist, medium dense SM - - - 15-51 [[ - - - --+--+-----+-----+----I------------------ 20_ ML T Orange brown/grey green clayey SILT- ~--i--8_3-1._Lr---1---+---1-s_T_O_N_TE_~ ,_s_l_i_g_h_t_l_y_m_o_i_·s_t_, _h_a_rd _____ --1 - - - 25- - - 30- - - 36- . - - - 40- TOTAL DEPTH: 21' No Groundwater No Caving JOB N0.:05-6807-001-00-00 I LOG OF BORING Auger SOIL TEST jFIGURE: 8 _2 I I I I I I I I I I I I I I I I I I I DATE OBSERVED:__,I...::2.__-_..1=5_-=8"'-6 _____ METHOD OF DRILLING: 811 Hollow Stem Auger LOGGED BY: z """' 0 I-I-0 w ~ w 0 u. 0 LI.. .... ti: .... :c Ch I-ci5 == a. en 0 w < ..J Q -' IX) -o 0 - -ML 27 - - 5-23 . - - - 10-SM 40 - . - 15-ML 26 - . -SN 20-47 - - - 25- - -. . 30- - - - . 35- - - - - 40- SNB 0 w w ..J taw 0. CX:..1 :5 :>a. < I-~ Cl) !a~ ~ QC/) ..J z ::::> ::) ID rx LL rr [[ [ IT GROUND ELEVATION: 384± LOCATION: See Plot Plan BORING NO. _2.__ DESCRIPTION BEDROCK Santiago Formation: Orange brown sandy SILTSTONE, moist, very stiff @ 5' trace of CLAY Orange brown silty SANDSTONE, slightly moist, dense Orange brown sandy SILTSTONE, moist, , very stiff Grey white silty fine SANDSTONE, moist dense TOTAL DEPTH: 21' No Groundwater No Caving JOB_ N0.:05-6807-001-00-nn I LOG OF BORING SOIL TEST j FIGURE: B-3 I I I I I I I I I I· I I I I I I I I I DATE OBSERVED: 12--15-86 METHOD OF DRILLING: 8" Hollow Stem LOGGED BY: SNB GROUND ELl:VATION: .384± LOCATION: See Plot Plan z >~ .... 0 I-C w .... I-~ 0 w ...I w!! a::o w BORING NO. 3 w 0 mw a. C: I-co. LI. Q LI. 0::..1 ::E ..... ._ ... :,a. < ::, z w> :c !:!: Cl) 1-:E Cl) 1-w 01- I-Cl) ;: ~< ~ ~ ... <-Oz ...I (J) 0. Cl) 0 QC/) ..I ::EO o.z DESCRIPTION w < .., z ::> Q ..I al :::, al 0 zW 0 -o -o BEDROCK Orange -tx Santiago Formation: ML brown sandy SILTSTONE, moist, hard -49 J_ - - -22 [I @ 5' very stiff - - - 10-@ lQ I stiff - - -1---1--4----ii-----1-----1-----1-------------------Grey white sandy SILTSTONE/silty SANDSTONE, moist; hard to very dense 15-[I -%35 - - -1---i-----~--1-_ __,__ -------------------- 20- - - - 25- - - - - 30- - - - - 35- - - - 40- ML [[ 90 Grey green clayey SILTSTONE, moist, hard TOTAL DEPTH: 21' No Groundwater No Caving JOB N0.:05-6807-001-00-00 I LOG OF BORING Auger SOIL TEST 0 jFIGURE:. 8 _4 I I I I I APPENDIX C - I Laboratory Data I 1· I I I I I I· I I I I I I I I I I I I I I I I I I I I I I I I 1 • 2. 3. 4. Laboratory Data Classification Soils were classified visually according to the Unified Soil Classification System. Visual classifications were supplemented by laboratory testing of selected samples and classification in accordance with ASTM D 2487. The soil classifications are shown on the Exploration Boring Logs. Particle-Size Analysis Particle-Size Analysis were performed on selected representative samples in accordance with ASTM D 422. The results are shown on Figures C-2 and C-3. Atterberg Limits The liquid limit, plastic limit and plasticity index of selected representative samples were determined in accordance with ASTM D 4318. The results are presented on Figures C-2 and C-3. Expansion Tests Expansion tests were performed on representative samples which were visually determined to contain a sufficient percentage of clay to be detrimentally expansive. Tests were performed in accordance with the Uniform Building Code (UBC) No. 29-2. Samples were remolded and surcharged to 144 psf prior to saturation. The test results are summarized on the attached Table C-1. I I I I I I I I I I I I I I I I I I I 5. 6. 7. Direct Shear Tests Laboratory Data (Continued) Consolidated, drained direct shear tests were performed in accordance with ASTM D 3080. Tests were performed using relatively undisturbed samples from the liner rings of a 2.5 inch I.D. Modified California Sampler, and tested in a saturated condition using normal loads of 1 ks£, 2 ksf, and 4 ks£. The result of the she.ar test is presented on Figure C-4. In-Situ Moisture/Density The in-situ moisture content and dry unit weight of selected sample~ were determined using relatively undisturbed samples from the liner rings of a 2.5 inch Modified California Sampler. The dry unit weight and moisture contents are shown on the attached Boring Logs, in Appendix B. R-Value R-Value (Resistance Value) tests were performed on selected samples in accordance with ASTM D 2844. R-Value tests are a means to evaluate the supportive characteristics of subgrade soil for pavement section design. The results of the R-value testing are presented in Table C-3. 2 I I I I I I I I I I I I I I I I I I I TABLE C-1 RESULTS OF EXPANSION TESTS . Test Expansion Expansion Location Index Potential B-1 @ 1 I 58 Medium B-2 @ 1 I 82 Medium B-3 @ 1 I 62 Medium TABLE C-2 RESULTS OF SULFATE TEST· Test Location % Soluble Sulfate B2 @ 2' 10·9 B3 @ 2' 92.3 TABLE C-3 RESULTS OF R-VALUE TESTS Test Location R-Value B3 @ 1 18 B1 @ 1 23 . Job No. 6807-001-00-00 Date: January 1987 Mg/k Figure C-1 ------------------- o<-. 0 Ola, 'z 0>0 (X) :. 0 '-.! I 0 0 ..L I 0 0 I 0 0 - "'0 > lJ -i 5 r-m en N m > z )> r--< en (j) -!! Ci) C 0~ I I\) ,. SAND GRAVEL COARSE MEDIUM I FINE SILT CLAY SIEVE SIZES-U.S. STANDARD 3/4" 1/2" . 100 100 11 I 1111 II IT I I • 11 • 11-tH-m I I I 11 I II I I I I I 111 I I I I I I I 1/4" 4 10. 20 40 100 200 ··1111111111111 ~ lllllllllt+Lllllllll 11 111111111 I·· 80 11 1 1111 11 I I I I II II 1111 I 11 I I I smll R =t=i r= ~ FR 11 I I I I 80 "- 70 11 1 1 1 1 1 11 1 1 1 1 11 1 1 11 1 1 1 11 1 1 1 1 1 1 11 l'-l._ 1 I I I I I I I I I I I II I I I I I II I I I I · II I 111 I I I II I I I I I I 'I I I ~~1 I I I I I I I I I I 170 ~ I~ ~ m 60 '-. 60 m ~ ~ 0 0 m "-m z ~ z ~ 60 50 ~ ~ . ~ ~ ~ > 1)1 > 0 0 ~ ~~ ~ Z 40 . " 40 Z G) • '-.. Ci) 3 0 11 I 111111 Ill I II 111111 111 I I I 111111 I I I I 11111 I I ~I 130 II I 111111 Ill I II 1111.1 I I II I I I 11111 I I I I I. 1111 I I I ~ I 20 II I I I I I II I I I I II 1111 I I I II I I I I I 111 I I I I I I I I I 1 1 I I I 'e 120 10 II I 11 I 111 11 I I II 11 II I I I ii I I 1 11 I ti I I I I I 11 I I I I I I I 110 I I)) )I ) ) ) ) ) I) I I I I I I I 10 o u , I i i i ,, , i , i u I , u , , , ,, i , .001 10.0 1.0 0.1 PARTICLE SIZE-MILLIMETERS BORING NO. I i;>EPJH (FEET) I SY~l3OL I LIQUID LIMIT I PLASTICITY INDEX 1 · I s.o I e I 49.0 I 23.6 .01 · CLASSIFICATION CL --------------------oa 01 a:, 'z 0>0 0) :. 0 -..a I 0 0 - "'tJ )> ::0 -f 0 r-m en N m )> z )> r--< en en ~ G) CZ :x, ,o ro I u) GRAVEL SAND COARSE MEDIUM I FINE SILT CLAY SIEVE SIZES-U.S. STANDARD 3/4" 1/2" 1/4" 4 10 20 40 100 200 100 IL I 1111 II I I I I • II . • 1111 I r r1Fl I t 1 111 I I J I I l 1111 I J LI I I 100 ·· ~ 111111111 I I , 1111 11111 I 1'J 11111111 I I 1111111 I I I·· ::JI 1111111111 I I 111111111 I I N 1111111 I I 1111 I 11 I I i:: I\ ~ ~ m 60 ' 60 ~ :x, \ :x, 0 0 m , m z ~ z ~~ 1, ~~ ~ 1~. ~ > ' > 0 ~-C/J 0 '"""-. C/J z 40 . I~ 40 z G> I_~ . G> ··II 11111111111 I 1111111111 I I 111111111 I 1tmU 11 I·· ··11 I 111111 Ill I II 1111111 II I I I 111111111 I 11111111+--;I·· 10 II I I I I I II I I I I II · 1111 I I I II I I I I I I 11 I I I I I I I I I I I I I I 110 I l I' I II I I I I I I I I I I I I I 10 0 II I I , I I ,, I I I I II I I II , I , ,, , .001 10.0 1.0 0.1 PARTICLE SIZE-MILLIMETERS BORING NO. I DEPTH (FEET)) SYMBOL) LIQUID LIMIT I PLASTICITY INDEX 2 I 10.0 I o I 40.8 I 16.4 .01. CLASSIFICATION CL I I I I I I I I I I- I I I I I I I I I BORING NO. 1 DEPTH COHESION, ANGLE OF SAMPLE DESCRIPTION (FEET) (PSF) FRICTION,oi-------------..;...;...;;; ___ _ 2.0 1200 29 40001-----~----'---,----'---,--~-----.-----,.........-------1 -v' 30001-------+------+-----+-:,,-'/ ___ --f------i-------1 ! /v ffi ~~ ~ 2000-----,--v-..,,...---------------1----------~ I/ Cl) ti: Cl) 0. ..... :c I- C:, z w 1000------------------------1----------~ BORING NO. 1000 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) DEPTH COHESION, ANGLE OF SAMPLE DESCRIPTION (FEET) (PSF) FR ICTION.oi-----_..;;;..;..;.;.;.;.;...;;;.;:;:.....:;..;::..;;:....::...:..;..;.;.....;...:..:;~----4 40001------~---'---r------'---.--.._-----,------r------f 30001------------------------1----------- f: 2000--------------------------------- C/) C!:I ~ a: < w :c Cl) 1000--------------------------------- 00~----=-10~0~0,----2=0~0~0,_----,3=0~0~0----,4~0~00.,,...-----=s~oo~o,----a~ooo NORMAL LOAD (PSF) JOB NO.: I 05-6807-001-00-00 SHEARING STRENGTH TEST ' FIGURE: C-4 .I I I I I I I I I I I I I I I I I I I APPENDIX D. Standard Earthwork and Grading Recommendations I I I I I I I I I I. I I I I I I I I I, 1 2. 3 • 4. 5. 6. 7 • 8. 9 • 10. 11. 12. STANDARD GUIDELINES FOR GRADING PROJECTS TABLE OF CONTENTS GENERAL •.••.•••• DEFINITI'ON OF TERMS • . . . . ·~ . . OBLIGATIONS OF PARTIES SITE PREPARATION . . . . . . . . SITE PROTECTION ••.•• EXCAVATIONS •.•.••••.••••.• 6.1 UNSUITABLE MATERIALS ..•.••. 6.2 CUT SLOPES • • • • . .••.• 6.3 PAD AREAS . . . . . . . . COMPACTED FILL .•.•• 7.1 PLACEMENT •.••• . . . . . . . . . 7.2 7.3 7.4 7.5 MOISTURE . . . . . FILL MATERIAL FILL SLOPES •••.•.••••• OFF-SITE FILL •.•••••.•• . . .. DRAINAGE STAKING. . . . . . . . . . . . . . . . . . . . . . . . .... SLOPE MAINTENANCE •••••••••••.•.• 10.1 LANDSCAPE PLANTS •. . . . . . 10. 2 IRRIGATION • • . • • • • • • • • • • . • • MAINTENANCE . . . . . . . . . . . . 10.3 10.4 REPAIRS . . . . . . . . . . TRENCH BACKFILL STATUS OF GRADING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 1 1 5 6 7 9 9 9 10 10 11 13 13 15 17 18 18 19 19 19 20 20 20 22 I I I I I I I I I I I I I I I I I I I 1. 2. STANDARD GUIDELINES FOR GRADING PROJECTS GENERAL 1.1 The guidelines contained herein and the standard details attached hereto represent this firm's standard recommendations for grading and other associated operations on construction projects. These guidelines should be considered a portion of -the project specifi- cations. 1.2 1.3 1.4 . 1. 5 All plates attached hereto shall be considered as.part of these guidelines. The Contractor should not vary from these guidelines without prior recommendation by the Geotechnical Consultant and the approval of the Client or his authorized representative. Recommendation by the Geotechnical Consultant and/or Client should not be considered to preclude requirements for approval by the controlling agency prior to the execution of any changes. These Standard Grading Guidelines and Standard Details may be modified and/or superseded by recommendations contained in the text of the preliminary geotechnical report and/or subsequent reports. If disputes arise out of the interpretation of these grading guidelines or standard details, the Geotechnical Consultant shall provide the governing interpretation. DEFINITIONS OF TERMS 2.1 ALLUVIUM --Unconsolidated detrit.al deposits resulting from flow of water, including sediments deposited in river beds, canyons, flood plains, lakes, fans at the foot of slopes·and estuaries. 2.2 2.3 2.4 2.5 AS-GRADED (AS-BUILT) --The surface and subsurface conditions at completion of grading. BACKCUT --A temporary construction slope at the rear of earth retaining structures such as buttresses. shear keys, stabilization fills or retaining walls. BACKDRAIN --Generally a pipe and gravel or similar drainage system placed behind earth retaining structures such buttresses, stabilization fills, and retaining walls. ~ BEDROCK --A more or less solid, relatively undisturbed rock in place either at the surface or beneath su~erficial deposits of soil. I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 2 2.6 BENCH --A relatively level step and near vertical rise excavated into sloping ground on which fill is to be placed. 2.7 BORROW (Import) --Any fill material hauled to the project site from off-site areas. 2.8 BUTTRESS FILL --A fill massr the configuration of which is designed by engineering calculations to· retain slope conditions containing adverse geologic features. A buttress is generally specified by minimum key width and depth and by maximum backcut angle. A buttress normally contains a backdrainage system. 2.9 CIVIL ENGINEER~-The Registered Civil Engineer or. consulting firm responsible for preparation of the grading plans, surveying and· verifying as-graded ·topographic conditions. 2.10 CLIENT --The Developer or his authorized represen- tative who is chiefly in charge of the project. He shall have the responsibility of reviewing the findings and recommendations made by the Geotechnical Consultant and shall authorize the Contractor and/or other consultants to perform work and/or provide services. 2.11 COLLUVIUM --Generally loose deposits usually found near the base of slopes and brought there chiefly by gravity through slow continuous downhill creep (also see Slope Wash). 2.12 COMPACTION --Is the densification of a fill by mechanical means. 2.13 CONTRACTOR --A person or company under contract or otherwise retained by the Client to perform demoli- tion, grading and other site improvements. 2.14 DEBRIS --All products of clearing, grubbing, demoli- tion, contaminated soil material unsuitable for reuse as compacted fill and/or any.other-material so designated by the Geotechnical Consultant. 2.15 ENGINEERING GEOLOGIST --A Geologist holding a valid certificate of registration in the specialty of Engineering Geology. 2.16 ENGINEERED FILL --A fill of which the Geotechnical Consultant or his representative, during grading, has I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 3 made sufficient tests to enable him to conclude that the fill has been placed in substantial compliance with the recommendations of the Geotechnical Consultant and the governing agency requirements. 2.17 EROSION --The wearing away of the ground surface as a result of the movement of wind, water, and/or ice. 2.18 EXCAVATION --The mechanical removal of earth materials. 2.19 EXISTING GRADE --The ground surface configuration prior to grading. 2.20 FILL --Any deposits of soil, rock, soil-rock blends or other similar materials placed by man. 2.21 FINISH GRADE --The ground surface configuration at which time the surface elevations conform to the approved plan. 2.22 GEOFABRIC --Any engineering textile utilized in geotechnical applications including subgrade stabilization and filtering. 2.23 GEOLOGIST --A representative of the Geotechnical Consultant educated and trained in the field of geology. 2.24 GEOTECHNICAL CONSULTANT --The Geotechnical Engineering and Engineering Geology consulting firm retained to provide technical services for the project. For the purpose of these specifications, observations by the Geotechnical Consultant include observations by the Soil Engineer, Geotechnical Engineer, Engineering Geologist and those performed by persons employed by and responsible to the Geotechnical Consultants. 2.25 GEOTECHNICAL ENGINEER --A licensed Civil Engineer who applies scientific methods, engineering principles and professional experience to the acquisition, interpre- tation and use of knowledge of materials of the earth's crust for the evaluation of engineering problems. Geotechnical Engineering encompasses many of the engineering aspects of.soil mechanics, rock mechanics, geology, geophysics, hydrology and related sciences. 2.26 GRADING --Any operation consisting of excavation, I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 4 filling or combinations thereof and associated operations. 2.27 LANDSLIDE DEBRIS --Material, generally porous and of low density, produced from instability of natural of man-made slopes. 2. 28 MAXIMUM DENSITY --Standard laboratory test for . maximum dry unit weight. Unless otherwise specified, the maximum dry unit weight shall be determined in accordance with ASTM Method of Test D·l557-78. 2.29 OPTIMUM MOISTURE --Test moisture content at the maximum density. 2.30 RELATIVE COMPACTION --The degree of compaction (expressed as a percentage) of dry unit weight of a material as compared to the maximum dry unit weight of the material. 2.31 ROUGH GRADE --The ground surface configuration at which time the surface elevations approximately conform to the approved plan. 2.32 SITE --The particular parcel of land where grading is being performed. 2.33 SHEAR KEY --Similar to buttress, however, it is generally constructed by excavating a slot within a natural slope in order to stabilize the upper portion of the slope without grading encroaching into the lower portion of the slope. 2.34 SLOPE --Is an inclined gr9und surface the steepness of which is generally specified as a ratio of horizontal: vertical (e.g., 2:1). 2.35 SLOPE WASH --Soil and/or rock material that has been transported down a slope by mass wasting assisted by runoff water not confined by channels (also see Colluvium). 2.36 SOIL --Naturally occurring deposits of sand, silt, clay, etc., or combinations thereof. 2.37 SOIL ENGINEER --Licensed Civil Engineer experienced in soil mechanics (also qee Geotechnical Engineer). 2.38 STABILIZATION FILL --A fill mass, the configuration of which is typically related to slope height and is I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 5 3. specified by the standards of practice for enhancing the stability of locally adverse conditions. A stabilization fill is normally specified by minimum key width and depth and by maximum backcut angle. A stabilization fill may or may not have a backdrainage system specified. 2.39 SUBDRAIN --Generally a pipe -and gravel or similar drainage system plac·ed. beneath a fill in the alignment of canyons or former drainage channels. 2.40 SLOUGH --Loose, noncompacted fill material generated during grading operations. 2.41 TAILINGS --Nonengineered fill which accumulates on or adjacent to equipment haul-roads. 2.42 TERRACE --Relatively level step constructed in the face of graded slope surface for drainage control and maintenance purposes. 2.43 TOPSOIL --The presumably fertile upper zone of soil which is usually darker in color and loose. 2.44 WINDROW --A string of large rock buried within engineered fill in accordance with guidelines set forth by the Geotechnical Consultant. OBLIGATIONS OF PARTIES 3.1 3.2 The Geotechnical Consultant should provide observation and testing services and should make evaluations in order to advise the Client on geotechnical matters. The Geotechnical Consultant should report his findings and recommendations to the Client or his authorized representative. · The Client should be chiefly responsible for all aspects of the project. He or his authorized representative has the responsibility of reviewing the findings and recommendations of the Geotechnical Consultant. He shall authorize or cause to have authorized the Contractor and/or other consultants to perform work and/or provide services. During grading the Client or his authorized representative should remain on-site or should remain reasonably accessible to all concerned parties in order to make decisions necessary to maintain the flow of the project. I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 6 4. 3.3 The Contractor should be responsible for the safety of the project and satisfactory completion of all grading and other associated operations on construction projects, including but not limited to, earthwork in accordance with the project plans, specifications·and controlling agency requirements. ·During grading, the Contractor or his·authorized representative should remain on-site. Overnight and on days off, the Contractor should remain accessible. SITE PREPARATION 4.1 The Client, prior to any site preparation or grading, should arrange and attend a meeting among the Grading Contractor, the Design Engineer, the Geotechnical Consultant, representatives of the appropriate governing authorities as well as any other concerned parties. All parties should be given at least 48 hours notice. 4.2 Clearing and grubbing should consist of the removal of vegetation such as brush, grass, woods, stumps, trees, roots of trees and otherwise deleterious natural materials from the areas to be graded. Clearing and grubbing should extend to the outside of all proposed excavation and fill areas. 4.3 Demolition should include removal of buildings, structures, foundations, reservoirs, utilities (including underground pipelines, septic ·tanks, leach fields, seepage pits, cisterns, mining shatts, tunnels, etc.) and other man-made surface and subsurface improvements from the areas to be graded. Demolition of utilities should include proper capping and/or re-routing pipe- lines at the project perimeter and cutoff and capping of wells in accordance with the requirements of the governing authorities and the recommendations of the Geotechnical Consultant at the time of demolition. 4.4 Trees, plants or man-made improvements not planned to be removed or demolished should be protected by the Contractor from damage or injury. 4.5 Debris generated during clearing, grubbing and/or demolition operations should be wasted from areas to be graded and disposed off-site. Clearing, grubbing and demolition operations should be performed under the observation of the Geotechnical Consultant. I I I I I I I I I I I I I I I I I I I. Standard Guidelines for Grading Projects Page 7 4.6 The Client or Contractor should obtain the required approvals from the controlling authorities for the project prior, during and/or after demolition, site preparation and removals, etc. The appropriate approvals should be obtained prior to proceeding with grading operations. 5. SITE PROTECTION 5.1 Protection of the site during the period of grading should be the.responsibility of the Contractor. Unless other provisions are made in writing and agreed upon among the concerned parties, completion of a portion of the project should not be considered to preclude that portion or adjacent areas from the requirements for site protection until such time as the entire project is complete as identified by the Geotechnical Consultant, the Client and the regulating agencies. 5.2 The Contractor should be responsible for the stability of all temporary excavations. Recommendations by the Geotechnical Consultant pertaining to temporary exca- vations (e.g., backcuts) are made in consideration of stability of the completed project and, therefore, should not be considered to preclude the respon- sibilities of the Contractor. Recommendations by the Geotechnical Consultant should not be considered to preclude more restrictive requirements by the regulating agencies. 5.3 Precautions should be taken during the performance of site clearing, excavations and grading to protect the work site from flooding, ponding or inundation by poor or improper surface drainage. Temporary provisions should be made during the rainy season to adequately direct surface drainage away from and off the work site. Where low areas cannot be avoided, pumps should be kept on hand to continually remove water during periods of rainfall. 5.4 During periods of rainfall, plastic sheeting should be kept reasonably accessible to prevent unprotected slopes from becoming saturated. Where necessary during periods of rainfall, the Contractor should install checkdams, desilting basins, riprap, sand bags or other devices or methods necessary to control erosion and provide safe conditions. :.. I I I I I I I I I I I I I I I I I I I Standard Guidelines· for Grading Projects Page 8 5.5 During periods of rainfall, the Geotechnical Consultant should be kept informed by the Contractor as to the nature of remedial or preventative work being performed (e.g., pumping, placement of sandbags or plastic sheeting, other labor, dozing, etc.). 5.6 Following periods of rainfall, the Contractor should contact the Geotechnical Consultant and arrange a walk-over of the site in order to visually assess rain related damage. The Geotechnical Consultant may also recommend excavations and testing in order to aid in his assessments. At the request of the Geotechnical Consultant, the Contractor shall make excavations in order to evaluate the extent of rain related damage. 5.7 Rain related damage should be considered to include, but may not be limited to, erosion, silting, satura- tion, swelling, structural distress and other adverse conditions identified by the Geotechnical Consultant. Soil adversely affected should be classified as Unsuitable Materials and should be subject to over- excavation and replacement with compacted fill or other remedial grading as recommended by the Geotechnical Consultant. 5.8 Relatively level areas, where saturated soils and/or erosion gullies exist to depths of greater than 1.0-foot, should be overexcavated to unaffected, competent material. Where less than 1.0-foot in depth, unsuitable materials may be processed in-place to achieve near optimum moisture conditions, then thoroughly recompacted in accordance with the appli- cable specifications. If the desired results are not achieved, the affected materials should be over- excavated, then replaced in accordance with the applicable specifications. 5.9 In slope areas, where saturated soil and/or erosion gullies exist to depths of greater than 1.0-foot, they should be overexcavated and replaced as compacted fill in accordance with the applicable specifications. Where affected materials exist to depths of 1.0-foot or less below proposed finished grade, remedial grading by moisture conditioning in-place, followed by thorough recompaction in accordance with the applicable grading guidelines herein may be attempted. If the desired results are not achieved, all affected materials should be overexcavated and re_placed as compacted fill in accordance with the slope repair I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 9 6 • recommendations herein. As field conditions dictate, other slope repair procedures may be recommend·ed by the Geotechnical Consultant. EXCAVATIONS 6.1 UNSUITABLE MATERIALS 6.1.1 Materials which are unsuitable should be excavated under observation and recommendations of the Geotechnical Consultant. Unsuitable materials include, but may not be limited t'o, dry, loose, soft, wet, organic compressible natural soils and fractured, weathered, soft bedrock and nonengineered or otherwise deleterious fill materials. 6.1.2 Material identified by the Geotechnical Consultant as unsatisfactory due to its moisture conditions should be overexcavated, watered or dried, as needed, and thoroughly blended to a uniform near optimum moisture condition (as per guidelines reference 7.2.1) prior to placement as compacted fill. 6.2 CUT SLOPES 6.2.1 Onless otherwise recommended by the Geotechnical Consultant and approved by the regulating agencies, permanent cut slopes should not be steeper than 2:1 (horizontal:vertical). 6.2.2 If excavations for cut slopes expose loose, cohesionless, significantly fractured or other- wise unsuitable material, overexcavation and replacement of the unsuitable materials with a compacted stabilization fill should be accomplished as recommended by the Geotechnical Consultant. Unless otherwise specified by the Geotechnical Consultant, stabilization fill construction should conform to the requirements of the Standard Details. 6.2.3 The Geotechnical Consultant should review cut slopes during excavation. The Geotechnical Consultant should be notified by the contractor prior to beginning slope excavations. 6.2.4 If, during the course of grading1 adverse or potentially adverse geotechnical conditions are I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 10 7. 6.3 encountered which were not anticipated in the preliminary report, the Geotechnical Consultant should explore, analyze and make recommendations to treat these problems. 6.2.5 When cut slopes are made in the direction of the prevailing drainage, a non-erodible diversion swale (brow ditch) should be provided at t~e top-of-cut. PAD AREAS 6.3.1 All lot pad areas, including side yard terraces, above stabilization fills or buttresses should be overexcavated to provide for a minimum of 3-feet (refer to Standard Details) of compacted fill over the entire pad area. Pad areas with both fill and cut materials exposed and pad areas containing both very shallow (less than 3-feet) and deeper fill should be overexcavated to provide for a uniform compacted fill blanket with a minimum of 3-feet in thickness (refer to Standard Details). Cut areas exposing signifi- cantly varying material types should also be overexcavated to provide for at least a 3-foot thick compacted fill blanket. Geotechnical conditions may require greater depth of over- excavation. The actual depth should be delineated by the Geotechnical Consultant during grading. · 6.3.2 For pad areas created above cut or natural slopes, positive drainage should be established away from the top-of-slope. This may be accomplished utilizing a berm and/or an appropriate pad gradient. A gradient in soil areas away from the top-of-slopes of· 2 percent or greater is recommended. COMPACTED FILL All fill materials should be compacted as specified below or by other methods specifically recommended by the Geotechnical Consultant. Unless otherwise specified, the minimum degree of compaction (relative compaction) should be 90 percent of the laboratory maximum density. 7.1 PLACEMENT 7.1.1 Prior to placement of compacted fill, the Contractor should request a review by the I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 11 Geotechnical Consultant of the exposed ground surface. Unless otherwise recommended, the exposed ground surface should then be scarified (6-inches minimum), watered or dried as needed, thoroughly blended to achieve near optimum moisture conditions, then thoroughly compacted ·to a minimum of 90 percent of the maximum density. The review by the Geotechnical Consultant should not be considered to preclude requirement of inspection and approval by the governing agency. 7.1.2 Compacted fill should be placed in thin hori-zontal lifts not exceeding 8-inches in loose thickness prior to compaction. Each lift should be watered or dried as needed, thoroughly blended to achieve near optimum moisture conditions then thoroughly compacted by mechanical methods to a minimum of ~O percent of laboratory maximum dry density. Each lift should be treated in a like manner until the desired finished grades are achieved. 7.1.3 The Contractor should have suitable and sufficient mechanical compaction equipment and watering apparatus on the job site to handle the amount of fill being placed in consideration of moisture retention properties of the materials. If necessary, excavation equipment should be "shut down" temporarily in order to permit proper compaction of fills. Earth-moving equip- ment should only be considered a supplement and not substituted for conventional compaction equipment. · 7.1.4 When placing fill in horizontal lifts adjacent to areas.sloping steeper than 5:1 (horizontal: vertical), horizontal keys and vertical benches should be excavated into the adjacent slope area. Keying and benching should be sufficient to provide at least 6-foot wide benches and a minimum of 4-feet of vertical bench height within the firm natural ground, firm bedrock or engineered compacted fill. No compacted fill should be placed in an area subsequent to keying and benching until the area has been reviewed by the Geotechnical Consultant. Material generated by the benching operation should be moved sufficiently away from the bench area to allow for the recommended review of the horizontal I I I I I I I I I I I I I I I I I I I Standard Guidel~nes for Grading Projects Page 12 bench prior to placement of fill. Typical keying and benching details have been included within the accompanying Standard Details. 7.1.5 Within a single fill area where grading proce- dures dictate two or more separate fills, temporary slopes (false slopes) may be created. When placing fill adjacent to a false slope., benching should be conducted in the same manner as above described. At least a 3-foot vertical bench should be established within the firm core of adjacent approved compacted fill prior to placement of additional fill. Benching should proceed in at least 3-foot vertical increments until the desired finished grades are achieved. 7.1.6 Fill should be tested for compliance with the recommended relative compaction and moisture conditions. Field density testing should con- form to ASTM Method of Test D 1556-64, D 2922-78 and/or D 2937-71. Tests should be provided for about every two vertical feet or 1,000 cubic yards of fill placed. Actual test ·interval may vary as field conditions dictate. Fill found not to be in conformance with the grading recom- mendations should be removed or otherwise handled as recommended by the Geotechnical Consultant. 7.1.7 The Contractor should assist the Geotechnical Consultant and/or his representative by digging test pits for removal determinations and/or for testing compacted fill. 7.1.8 As. recommended by the Geotechnical Consultant, the Contractor should "shut down" or·remove grading equipment from an area being tested. 7.1.9 The Geotechnical Consultant should maintain a plan with estimated locations of field tests. Unless the client provides for actual surveying of test locations, the·estimated locations by the Geotechnical Consultant should only be considered rough estimates and should not be utilized for the purpose of preparing cross sections showing test locations or in any case for the purpose of after-the-fact evaluating of the sequence ~f fill placement. I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 13 7.2 MOISTURE 7.2.1 For field testing purposes, "near optimum" moisture will vary with material type and other factors including compaction procedure. "Near optimum" may be specifically recommended in Preliminary Investigation Reports and/or may be evaluated during grading. 7.2.2 Prior to placement of additional compacted fill following an overnight or other grading delay, the exposed surface or previously compacted fill should be processed by scarification, watered or dried as needed, thoroughly blended to· near- optimum moisture conditions, then recompacted to a minimum of 90 percent of laboratory maximum dry density. Where wet or other dry or other unsuitable materials exist to depths of greater than one foot, the unsuitable materials should be overexcavated. 7.2.3 Following a period of flooding, rainfall or overwatering by other means, no additional fill should be placed until damage assessments have been made and remedial_grading performed as described under Section 5.6 herein. 7.3 FILL MATERIAL 7.3.1 Excavated on-site materials which are acceptable to the Geotechnical Consultant may be utilized as compacted fill, provided trash, vegetation and other deleterious materials are removed· prior to placement. 7.3.2 Where import materials are required for use on-site, the Geotechnical Consultant should be notified at least 72 hours in advance of importing, in order to sample and test materials from proposed borrow sites. No import materials should be delivered for use on-site without prior sampling and testing by Geotechnical Consultant. 7.3.3 Where oversized rock or similar irreducible material is generated during grading# it is recommended, where practical, to waste such material off-site or on-site in areas I I I I .1 I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 14 designated as "nonstructural rock disposal areas".· Rock placed in disposal areas should be placed with sufficient fines to fill voids. The rock should be compacted in lifts to an unyieiding condition. The disposal area should be covered with at least· three feet of compacted fill which is free of oversized material. The upper three feet should be. placed in accordance with the guidelines for compacted fill herein. 7.3.4 Rocks 12 inches in maximum dimension and smaller may be utilized within the compacted fill, provided they are placed in such a manner that nesting of the rock is avoided. Fill should be placed and thoroughly compacted over and around all rock. The amount of rock should not exceed 40 percent by dry weight passing the 3/4-inch sieve size. The 12-inch and 40 percent recommendations herein may vary as field coriditions dictate. 7.3.5 During the course of grading operations, rocks or similar irreducible materials greater than 12-inches maximum dimension (oversized material) may be generated. These rocks should not be placed within the compacted fill unless placed as recommended by the Geotechnical Consultant. 7.3.6 Where rocks or similar irreducible materials of greater than 12 inches but less than four feet of maximum dimension are generated during grading, or otherwise desired to be placed within an engineered fill, special handling in accordance with the accompanying Standard Details is recommended. Rocks greater than four feet should be broken down or disposed off-site. Rocks up to four feet maximum dimension should be placed below the upper 10 feet.of any fill and should not be closer than 20-feet to any slope face. These recommendations could vary as locations of improvements dictate. Where practical, oversized material should not be placed below areas where structures or deep utilities are proposed. Oversized material should be placed in windrows on a clean, overe4cavated or unyielding compacted fill or firm natural I I: I I I I I I I I I I ·1 I I I I I I Stahdard Guidelines for Grading Projects Page 15 7.4 ground surface. Select native or imported granular soil (S.E. 30 or higher) should be placed and thoroghly flooded over and around all windrowed rock, such that voids are filled. Windrows of oversized material should be staggered so that sucessive strata of oversized material are not in the same vertical plane. 7.3.7 It may be possible to dispose of individual lirger rock as field conditions dictate and as recommended by the Geotechnical Consultant at the time of placement. 7.3.8 Material that is considered unsuitable by the Geotechnical Consultant should not be utilized in the compacted fill. 7.3.9 During grading operations, placing and mixing the materials from the cut and/or borrow areas may result in soil mixtures which possess unique physical properties. Testing may be required of samples obtained directly from the fill areas in order to verify conformance with the specifications. Processing of these additional samples may take two or more working days. The Contractor may elect to move the operation to other areas within the project, or may continue placing compacted fill pending laboratory and field test results. Should he elect the second alternative, fill placed is done so at the Contractor's risk. 7.3.10 Any fill placed in areas not previously reviewed and evaluated by the Geotechnical Consultant, and/or in other areas, without prior notification to the Geotechnical Consultant may require removal and recompaction at the Contractor's expense. Determination of overexcavations should be made upon review of field conditions by the Geotechnical Consultant. FILL SLOPES 7.4.1 Unless otherwise recommended by the Geotechnical Consultant and approved by the regulating agencies, permanent fill slopes should not be steeper than 2:1 (horiz0ntal to vertical). I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 16 7.4.2 Except as specifically recommended otherwise or as otherwise provided for in these grading guidelines (Reference 7.4.3), compacted fill slopes should be overbuilt and cut back to grade, exposing the firm, compacted fill inner core The actual amount of overbuilding may vary as field conditions dictate~ If the desired results are not achieved, the existing slopes should be overexcavated and reconstructed under the guidelines of the Geotechnical - Consultant. The degree of overbuilding shall be increased until the desired compacted slope surface condition is achieved. Care should be taken by the Contractor to provide thorough mechanical compaction to the outer edge of the overbuilt slope surface. 7.4.3 Although no construction procedure produces a slope free from risk of future movement, overfilling and cutting back of slope to a compacted inner core is, given no other constraints, the most desirable procedure. Other constraints, however, must often be considered. These constraints may include property line situations, access, the critical nature of the development and cost. Where such constraints are identified, slope face compaction may be attempted by conventional construction procedures including backrolling techniques upon specific recommendation by the Geotechnical Consultant. As a second best alternative for slopes of 2:1 (horizontal to vertical) or flatter, slope construction may be attempted as outlined herein. Fill placement should proceed in thin lifts, i.e., six to eight inch loose thickness). Each lift should be moisture conditioned and thoroughly compacted. The desired moisture condition should be maintained and/or re-established, where necessary, during the period between suecessive lifts. Selected lifts should be tested to ascertain that desired compaction is being achieved. Care should be taken to extend compactive effort to the outer edge of the slope. Each lift should extend horizontally to the desired finished slope surface or more as needed to ultimately establish desired grades. Grade during I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 17 construction should not be allowed to roll off at the edge of the slope. It may be helpful to elevate slightly the outer edge of the slope. Slough resulting from the placement of individual lifts should not be allowed to drift down over previous lifts. At intervals not exceeding four feet in vertical slope height or the capability of available equipment, whichever is less, fill slopes should be thoroughly backrolled utilizing a conventional sheepsfoot-type roller. Care should be taken to maintain the desired moisture conditions and/or re-establishing same as needed prior to backrolling. Upon achieving final grade, the slopes should again be moisture conditioned and thoroughly backrolled. The use of a side-boom roller will probably be necessary and vibratory methods are strongly recommended. Without delay, so as to avoid (if possible) further moisture conditioning, the slopes should then be grid-rolled to achieve a relatively smooth surface and uniformly compact conditon. In order to monitor slope construction procedures, moisture and density tests will be taken at regular intervals. Failure to achieve the desired results will likely result in a recommendation by the Geotechnical Consultant to overexcavate the slope surfaces followed by reconstruction of the slopes utilizing overfilling and cutting back procedures and/or further attempt at the conventional backrolling approach. Other recommendations may also be provided which would be commensurate with field conditions. 7.4.4 Where placement of fill above a natural slope or above a cut slope is proposed, the fill slope configuration as presented in the accompanying Standard Details should be adopted. 7.4.5 For pad areas above fill slopes, positive drainage should be established away from the top-of-slope. This may be accomplished utilizing a berm and pad gradients of at least 2 percent in soil areas. I I I I I I I I I I I I I I I I I -I I Standard Guidelines for Grading Projects Page 18 8. 9 • 7.5 OFF-SITE FILL 7.5.1 Off-site fill should be treated in the same manner as recommended in these specifications for site preparation, excavation, drains, compaction, etc. 7.5.2 Off-site canyon fill should be placed in preparation for future additional fill, as shown in the accompanying Standard Details. 7.5.3 Off-site fill subdrains temporarily terminated (up canyon) should be surveyed for future relocation and connection. DRAINAGE 8.1 Canyon subdrain systems specified by the Geotechnical Consultant should be installed in accordance with the Standard Details. 8.2 Typical subdrains for compacted fill buttresses, slope stabilizations or sidehill masses, should be installe1 in accordance with the specifications of the accompanying Standard Details. 8.3 Roof, pad and slope drainage should be directed away from slopes and areas of structures to suitable disposal areas via non-erodible devices (i.e., gutters, downspouts, concrete sw~les). 8.4 For drainage over soil areas immediately away from structures (i.e., within four feet), a minimum of 4 percent gradient should be maintained. Pad drainage of at least 2 percent should be maintained over soil areas. Pad drainage may be reduced to at least 1 percent for projects where no slopes exist, either natural or man-made, of greater than 10-feet in height and where no slopes are planned, either natural or man-made, steeper than 2:1 (horizontal to vertical slope ratio). 8.5 Drainage patterns established at the time of fine grading should be maintained throughout the life of the project. Property owners should be made aware that altering drainage patterns can be detrimental to slope· stability and-foundation performance. STAKING 9.1 In all fill areas, the fill should be compacted prior to the placement of the skates. This particularly is I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 19 important on fill slopes. Slope stakes should not be placed until the slope is thoroughly compacted (backrolled). If stakes must be placed prior to the completion of compaction procedures, it must be recognized that they will be removed and/or demolished at such time as compaction procedures resume. 9.2 In order to allow for remedial grading operations, which could include overexcavations or slope stabilization, appropriate staking offsets should be provided. For finished slope and stabilization backcut areas, we recornme~d at least a 10-foot setback from proposed toes and tops-of-cut. 10. SLOPE MAINTENANCE 10.1 LANDSCAPE PLANTS In order to enhance surficial slope stability, slope planting should be accomplished at the completion of grading. Slope planting should consist of deep-rooting vegetation requir~ng little watering. Plants native to the southern California area and plants relative to native plants are generally desirable. Plants native to other semi-arid and arid areas may also be appropriate. A Landscape Architect would be the test party to consult regarding actual types of plants and planting configuration. 10.2 IRRIGATION 10.2.1 Irrigation pipes should be anchored to slope faces, not placed in trenches excavated into slope f?-ces. 10.2.2 Slope irrigation should be minimized •. If automatic timing devices are utilized on irrigation systems, provisions should be made for interrupting normal irrigation during periods of rainfall. 10.2.3 Tho6gh not a requirement, consideration should be given to the installation of near-surface moisture monitoring control devices. Such devices can aid in the maintenance of relatively uniform and reasonably constant moisture conditions. 10.2.4 Property owners should be made aware that overwatering of slopes is detrimental to slope stability. I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects 10.3 MAINTENANCE Page 20 10.3.1 Periodic inspections of landscaped slope areas should be planned and appropriate measures should be taken to control weeds and enhance growth of the landscape plants. Some areas may require occasional replanting and/or reseeding. l~.3.2 Terrace drains and downdrains should be periodically inspected and maintained free of debris. Damage to drainage improvements should be repaired immedi~tely. 10.3.3 Property owners should be made aware that burrowing animals can be detrimental to slope stability. A preventative program should be established to control burrowing animals. 10.3.4 As a precautionary measure, plastic sheeting should be readily available, or kept on hand, to protect all slope areas from saturation by periods of heavy or prolonged rainfall. This measure is strongly recommended, beginning with the period of time prior to landscape planting. 10 .4 REPAIRS 10.4.1 If slope failures occur, the Geotechnical Consultant should be contacted for a field review of site conditions and development of recommendations for evaluation and repair. 10.4.2 If slope failures occur as a result of exposure to periods of heavy rainfall, the failure area and currently unaffected areas should be covered with plastic sheeting to protect against additional saturation. 10.4.3 In the accompanying Standard Details, appropriate repair procedures are illustrated for superficial slope failures (i.e., occurring typically within the outer one foot to three feet of a slope face). I 11. TRENCH BACKFILL I I I 11.1 Utility trench backfill should, unless otherwise recommended, be compacted by mechanical means. Unless otherwise recommended, the degree of compaction should I I I I I I I I I I I I I I I I I I I Standard Guidelines for Grading Projects Page 21 be a minimum of 90 percent of the laboratory maximum density. 11.2 As an alternative, granular material (sand equivalent greater than 30) may be thoroughly jetted in-place. Jetting should only be considered to apply to trenches no greater than two feet in width and four feet in depth. Following jetting operations, trench bac~fill should be thoroughly mechanically compacted and/or wheel-rolled from the surface. 11.3 Backfill of exterior and interior trenches extending below a 1:1 projection from the outer edge of foundations should be mechanically compacted to a minimum of 90 percent of the laboratory maximum density. 11.4 Within slab areas, but outside the influence of foundations, trenches up to one foot wide and two feet deep may be backfilled with sand and consolidated by jetting, flooding or by mechanical means. If on-site materials are utilized, they should be wheel-rolled, tamped or otherwise compacted to a firm condition. For minor interior trenches, density testing may be deleted or spot testing may be elected if deemed necessary, based on review of backfill operations during construction. 11.5 If utility contractors indicate that it is undesirable to use compaction equipment in close proximity to a buried conduit, the Contractor may elect the utilization of light weight mechanical compaction equipment and/or shading of the conduit with clean, granular material, which should be thoroughly jetted in-place above·the conduit, prior t0 initiating mechanical compaction procedures. Other methods of utility trench compaction may also be appropriate , upon review by the Geotechnical Consultant at the time of construction. 11.6 In cases where clean granular materials are proposed for use in lieu of native materials or where flooding or jetting is proposed, the procedures should be considered subject to review by the Geotechnical Consultant. 11.7 Clean granular backfill and/or bedding are not recommended in slope areas unless provisions are made for a drainage system to mitigate the potential build-up of seepage forces. I I I .I I I I I I I I I I I I I I I I 4• DIAMETER PERFORATED PIPE BACK DRAIN 4• DIAMETER NON-PERFORATED PIPE LATERAL DRAIN SLOPE PER PLAN 1' H/2 PROVIDE BACK DRAIN PER BACK DRAIN OE-TAIL. AN ADDITIONAL BACK DRAIN AT MID-SLOPE WILL BE REQUIRED FOR SLOPE IN EXCESS OF 40 FEET HIGH. KEY-DIMENSION PER SOILS ENGINEER (GENERALLY 1/2 SLOPE HEIGHT, 15' MINIMUM) TYPICAL STABILIZATION FILL.-DETAIL JOB NO.: 05-6807-001-00-00 DATE: JANUARY 19·8 7 FIGURE: 1 I I I I I I 1· I I I I I I I I I I I I 4• DIAMETER PERFORATED PIPE BACi<DRAIN 4• DIAMETER NON-PERFORATED PIPE LATERAL DRAIN SLOPE PER PLAN 1' H/2 PROVIDE BACKDRAIN PER BACKDRAIN DETAIL. AN ADDITIONAL BACKDRAIN AT MID-SLOPE WILL BE REQUIRED FOR SLOPE IN EXCESS OF 40 FEET HIGH. KEY-DIMENSION P_ER SOILS ENGINEER TYPICAL BUTTRESS FILL DETAIL JOB NO.: 05-6807-001-00-00 DATE: JANUARY 1987 FIGURE: 2 I I I I I I I I I I I I I I I I I I I NATURAL GROUND PROVIDE BACKDRAIN PER BACKDRAIN DETAIL. AN ADDI.TIONAL BACKDRAIN AT MID-SLOPE WILL BE REQUIRED FOR BACK SLOPES IN EXCESS OF 40 FEET HIGH. LOCA- TIONS OF BACKDRAINS AND OUTLETS PER SOILS ENGINEER AND/OR EN- GINEERING GEOLOGIST DURING GRP.,DING. COMPACTED FILL PROPOSED GRADING BASE WIDTH •w• DETERMINED BY SOILS ENGINEER TYPICAL $HEAR KEY DETAIL JOB NO.: 05-6807-001-00-0O DATE: JANUARY 1987 FIGURE: 3 I I I I I I I I I I I' I I I I I I I I FINAL LIMIT OF EXCAVATION OVERBURDEN . (CREEP-PRONE) .DAYLIGHT LINE OVEREXCAVATE OVER EXCAVATE 3' AND REPLACE WITH COMPACTED FILL SOUND BEDROCK TYPICAL BENCHING PROVIDE BACKDRAIN PER BACKDRAIN DETAIL. LOCATION OF BACKDRAIN AND OUTLETS PER SOILS ENGINEER AND/OR ENGINEERING GEOLOGIST DURING GRADING EQUIPMENT WIDTH (MINIMUM 15') DAYLIGHT SHEAR KEY DETAIL JOB NO.: DATE: FIGURE: 05-6807-001-00-00 JANUARY 1987 4 I I I I I I I I I I I I I I. I I I I 1- BENCHING _-FILL Q VER NATURAL -------------- FINISH CUT SLOPE SURFAC EARTH !AOTEF FIRM RIAL (INCLINED 2% MIN . • INTO SL OPE) SURFACE EARTH MAOF FIRM TERIAL 15' MIN OR . ENGINE.ERIN:~~i~tl~~~QUIVALENT PER 2% MIN. INTO SOIL SLOPE) JOB NO.: BENCHING F 05-680 7 OR COM ~~~~~~~)E"fAit _____ _ -.:....-:~lf..::_-:.QOLQOl 11-_ o_o~-Jl11~-LDA -T-E: __ ....,L~;~A:;;:C;T:--~E;D~~F~~~~~~=2~=~~ ILL DETAIL JANUARY 1987 5 I I I I I I I I I I I I I I I I I I I FINISH SURFACE SLOPE 3 FT3 MINIMUM PER LINEAL FOOT APPROVED FILTER ROCK* A 2% MINIMUM GRADIENT A COMPACTED FILL 4• MINIMUM APPROVED PERFORATED PIPE** (PERFORATIONS DOWN) MINIMUM 2% GRADIENT TO OUTLET BENCH INCLINED TOWARD DRAIN 4• MINIMUM DIAMETER SOLID OUTLET PIPE SPACED PER SOIL ENGINEER REQUIRE- MENTS DURING GRADING TYPICAL BENCHING 12• MINIMUM COVER DETAIL A-A COMPACTED BACl<FILL TEMPORARY FILL LEVEL 4• MINIMUM DIAMETER APPROVED SOLID OUTLET PIPE -I_; 12• MINIMUM *FILTER ROCK TO MEET FOLLOWING SPECIFICATIONS OR APPROVED EQUAL: **APPROVED PIPE TYPE: SCHEDULE 40 POLYVINYL CHLORIDE (P.V.C.) OR APPROVED EQUAL. MINIMUM CRUSH STRENGTH 1000 PSI. SIEVE 1• 314• a,a· NO.4 NO.30 NO.50 NO.200 TYPICAL BACKDRAIN DETAIL JOB NO.: 05-6807-001-00-00 DATE: JANUARY 1987 PERCENTAGE PASSING 100 90-100 40-100 25-40 5-15 0-7 0-3 FIGURE: 6 I I I I I I I I I I I I I I I I I I I FINISH SURFACE SLOPE MINIMUM 3 FT3 PER LINEAL OPEN GRADED AGGREGATE* TAPE AND SEAL AT CONTACT COMPACTED Ffi.L A 2% MINIMUM GRADIENT A 4" MINIMUM DIAMETER SOLID OUTLET PIPE SPACED PER SOIL ENGINEER REQUIREMENTS TYPICAL BENCHING DETAIL A-A SUPAC 8-P FABRIC OR APPROVED EQUAL 4" MINIMUM APPROVED PERFORATED PIPE (PERFORATIONS DOWN) MINIMUM 2% GRADIENT TO OUTLET BENCH INCLINED TOWARD DRAIN TEMPORARY FILL LEVEL COMPACTED MINIMUM BACKFILL 1.2" COVER j_ MINIMUM 4" DIAMETER APPROVED SOLID OUTLET PIPE j!.___1211-Y 1 MINIMUM 'I * NOTE: AGGREGATE TO MEET FOLLOWING SPECIFICATIONS OR APPROVED EQUAL: SIEVE SIZE 1 1/2" 1" 3/4" 3/8" NO. 200 PERCENTAGE PASSING 100 5-40 0-17 0-7 0-3 BACKDRAIN DETAIL (GEOFABRIC) JOB NO.: 0·5--68-07-001-00-00 DATE: JANUARY 1987 · FIGURE: 7 I I I I I I I I I I I I I I I I I I I -MATERIAL . £SURFACE OF FIRM EARTH. TYPICAL BENCHING --------------" / -'\ /,, / '\.'\\ COMPACTED FILL/// \\ /. I \\'\ // '---~ -....... _ _.. / ,f-..,.-i.,..J ~ .b REMOVE UNSUITABLE MATERIAL INCLINE TOWARD DRAIN SEE DETAIL BELOW DETAIL 4• DIAMETER APPROVED PERFORATED PIPE (PERFORATIONS DOWN) MINIMUM 9 FT3 PER LINEAR FOOT OF APPROVED FILTER MATERIAL ,___ ___ _.l· FILTER MATERIAL BEDDING l 14" ~ 1 MINIMUM 1 FIL TEA MATERIAL TO MEET FOLLOWING SPECIFICATION OR APPROVED EQUAL: SIEVE SIZE PERCENTAGE 1• 100 314• 90-100 31a• 40-100 N0.4 25-40 N0.30 5-15 N0.50 0-7 N0.200 0-3 APPROVED PIPE TO BE SCHEDULE 40 POLY-VINYL-CHLORIDE (P.V.C.) OR APPROVED EQUAL. MINIMUM CRUSH STRENGTH 1000 psi PIPE DIAMETER TO MEET THE FOLLOWING CRITERIA, SUBJECT TO FIELD REVIEW BASED ON ACTUAL GEOTECHNJCAL CONDITIONS ENCOUNTERED DURING GRADING LENGTH OF RUN UPPER 500' NEXT 1000' > 1500' PIPE DIAMETER TYPICAL CANYON SUBDRAIN DETAIL JOB NO.: 05-6807-001-00-00 DATE: JANUARY 1987 FIGURE: 8 I I I I I I I I I I I 1· I I I I I I I CANYON SUBDRAIN DETAILS f SURFACE OF FIRM EARTH ,, // ,~~ / / '\.. \ COMPACTED FILL / / ~\ ;j TYPICAL BENCHING \ '\, // / REMOVE UNSUITABLE >-. -/ / MATERIAL INCLINE TOWARD DRAIN SEE DETAILS TRENCH DETAIL OPTIONAL V:-DITCH DETAIL SUPAC 8-P FABRIC OR APPROVED EQUAL k 24· r 1 MINIMUM~ MINIMUM 9 FT3 PER LINEAL FOOT OF APPROVED DRAIN MATERIAL SUPAC 5-P FABRIC OR APPROVED EQUAL MINIMUM 9 FT3 PER LINEAL .FOOT OF APPROVED DRAIN MATERIAL DRAIN MATERIAL TO MEET FOLLOWING SPECIFICATION OR APPROVED EQUAL: SIEVE SIZE 1 1 / 2 • 1. 314• 3/8" ·NO.200 PERCENTAGE PASSING 88-100 5-40 0-17 0-7 0-3 ADD MINIMUM 4• DIAMETER APPROVED PERFORATED PIPE WHEN GRADIENT IS LESS THAN 2% APPROVED PIPE TO BE SCHEDULE 40 POLY-VINYL- CHLORIDE (P.V.C.) OR APPROVED EQUAL. MINIMUM CRUSH STRENGTH 1000 psi. GEOFABRIC SUB.ORAi N JOB NO.: 05-6807-001-00-00 DATE: JANUARY 1987 FIGURE; 9 I I I I I I I I I I I I I I I I I I I FINAL NATURAL SLOPE OF FINAL EXCAVATION TOE OF SLOPE SHOWN ON GRADING PLAN FILL --__.-,,...,,... .,.....,,... ---,,...-~\fl-\. ------~,..~~ .,..,-,,...,,... ~~'(\ --,,...---~ ~p. .,......,..... -- ---,..~\. .,.., ---\)\~ _,..-___________ __, :--_.... \)~S ,,...-1, 10' TYPICAL BENCH --.,..... ,LJ'1 -- /1 ----. ·--· 5 %----.;;;:'!l:zn,-,.-- .,.., -_. 1 WIDTH VARIES COMPETENT EARTH MATERIAL -J ---,.l'-r-15_'_M_I_N_I M_O_M_B_A_S_E_K_E_Y_W_I_D_T_H-,ff TYPICAL BENCH HEIGHT MINIMUM DOWNSLOPE KEY DEPTH PROVIDE BACKDRAIN AS REQUIRED PER RECOM- MENDATIONS OF SOILS ENGINEER DURING GRADING WHERE NATURAL SLOPE GRADIENT IS 5:1 OR LESS, BENCHING IS NOT NECESSARY. HOWEVER, FILL IS NOT TO BE PLACED ON COMPRESSIBLE OR UNSUIT- ABLE MATERIAL. FILL SLOPE ABOVE NATURAL GROUND DETAIL JOB NO.: 05-6807-001-00-00 DATE: JANUARY 198 7 · FIGURE: 10 ------------------- REMOVE ALL TOPSOIL, COLLUVIUM AND CREEP MATERIAL FROM TRANSITION CUT/FILL CONTACT ON GRADING PLAN CUT I FILL CONTACT ON •As-BUILT• NATURAL~ --TOPOGRAPHY --------------CUT SLOPE* --------------- . ------------"is"'o~is ---- ---c~'c?.'c?.~ --- FILL . -----"~'""' ~"o -__ .- ~--;...--\ \\.. co\..\.. --- 10-Pso • --- 4' TYPICAL I ~10' TYPICAL-f ---,---------. ~------- }-=15• MINIMUM--{ BEDROCK OR· APPROVED FOUNDATION MATERIAL * NOTE: CUT SLOPE PORTION SHALL BE MADE PRIOR TO. PLACEMENT OF FILL FILL SLOPE ABOVE CUT SLOPE DETAIL JOB NO.: 05-6807-00t-Q0-O0 DATE: JANUARY 1987 FIGURE: 1 1 I I I I I I I I I I I I I I I I I I I GENERAL GRADING RECOMMENDATIONS CUT LOT -------------------- ----ORIGINAL -GROUND ----------------------- ---- ------------ UNWEATHERED BEDROCK OVEREXCAVATE AND REGRADE COMPACTED FILL -------- CUT/FILL LOT (TRANSITION) -------- ----' -------/ --.,.,,,,.......-----/ --.,...,,-TOPSOIL, .,.,,,,.......- .-COLLUVIUM AND ___,.~------' WEATHERED / BEDROCK// UNWEATHERED BEDROCK --- .,.,,,,...,.,,,,.. / TRANSITION LOT DETAIL JOB NO.: DATE: 05-6807-001-00-00 JANUARY 1987 ,,-ORIGINAL ---/' GROUND -.,.,.,... . ___,..,.,,,,.. OVEREXCAVATE AND REGRADE FIGURE: 12 I I I I I I I I I I I I I I I I I I 1· FINISHED GRADE CLEAR AREA FOR FOUNDATION, UTILITIES, AND SWIMMING POOLS 0 0 BUILDING 0 o"y ~v p STREET 15' ~WINDROW 1 5' OR BELOW DEPTH OF DEEPEST UTILITY TRENCH (WHICHEVER GREATER) TYPICAL WINDROW DETAIL (EDGE VIEW) JOB NO.: 05-6807-001-00-00 GRANULAR SOIL FLOODED TO FILL VOIDS HORIZONTALLY PLACE.D COMPACTION FILL PROFILE VIEW ROCK DISPOSAL DETAIL DATE: JANUARY 1987 FIGURE: 13 · LiQhtin~ Summary ?nd yYorksheet (Pa~ 1 o_f 2) CF-5 For Enforcement Agency Use Only ( .~~ J:.A1se~ · · Project frile . cW¼7S' 2tJ/(l@A r: .· Documentation Author/Finn Checked By Date Proposed Adjusted LPD Tailored LPD Approach (when applicable) 1 Total Building Watts (CF-5) • • • • • • • /3 7Z&J Watts 1 Watts for IC: A• O/E (WS-SC) , , , • , , Watts 2 Conb'ol Credt Watts (WS-5B) • , • • . • , tltf\ Watts 2 Task Watts for IC: E & F (WS-5D) . • . • Watts 3 Aqusted Watts cu'ne 1 -Une 2) • • • • • 15 NI Watts 3 Non-Task Watts for IC: E & F (W$-5D) • , Watts " Concitioned Floor.Area , • ~ , , , •• , // ':177 ft2 4 Task Watts for IC: G, H & I (WS-SE) • • , Watts 5 Aqusted LPD (Line 3 / Une 4) , , , . , , • /. / 'J' Watts!ft2 5 Non-Task Watts for IC: G, H & I (WS-SE) , Watts 6 Retail/Wholesale Store Lighting (WS-5F) • Watts 7 Total Allowed Watts (lines 1-6) , • • • • • Watts 8 '• Concilioned Floor Area , • • , , , , • , ft2 9 Maximum LPD (Line 7 I Line 8)·, , , • , , Watts/ft2 Whole Building LPD Luminaire Schedule A B C . D . E F LuminaiAJ Reference· in Watts per Reference Construction Number of Luminalre Total Code Documents Luminaire Description Luminalres (incl. ballast) w~ [ B e-2. E•:::. -'2'Y. .tf ,z l.AIVIP Ft.VO~"( '· .. IA 7S /.3~0 .... D 2 • '2 I f::. • 3 -:2 1 '{.4 1 a · LAMP rllJP~S(. . , Rl. .. ... ,l/'2,/::> . .. e'/00. .. --·-r~ e·3 /1 x 4' 2 t.AM/J A../J()~8'6(. '. I 7S '7~. T E:, • .5 . .!JNDe.1<-CAl.31/VeT rl,UtJt€. · . . "'2 '. .30 . ' .. ~O . ... u E-"2 OOWN 1.../t;?;H r Pl-f/tJ~$G ,, M •'• /., .. '"" .. , ..... -2t;_ .. ,,_ ' . ;ze,, " .... T077t-t, NAT1 6 ~ /ft°-/ '20Ne· --·~ . ·-·-. . . __ , .. 2.1:-f I. b ... -• • • .. '•t',"f -~ --.. ( A e--3 "2''1-4' 3 /.AMf' rt.f/1/<.e':. i.,. __ . ' . ·~7. .. , ... //~_,:::, . :,()0715 b e-?J 2.' )( 4' -2 I.AMP rtVOfi.e":. ,..~,._,,_ . _/3 " ....... 1S '" "'/75· rorAL· U/A-i t1l? FIJA Ill'· "7 ZtJNE.. -.. .. 401.~ W ·--...... ~--· "· ~ ..... -. .. -.... ' -- II E.-Z '2'x4' 3 .l..l!Mt°. R...VO~. --, .... ,'2.2-.. _, //'2.-5, .2~7':?. e, e-z 1.'t. tf.' '2 · tllM,0 PWO/?.(f:. $C ... '2'2_,,_ .. ... .75 ... /6.Go_ C, 8·2-/1-t 4' "2. LAIVl,0 .-rt.110/i!.B~ ------.. .II .......... . -· 76 '' -82.':1.' '-E·'Z 'SU/!.P, M,0 FUNK.e~c. · I ,8() ..30 0 /5-r2 '2_I)< 4 I .:J LAM? FLU~ft.e.~. .. 6 J/'215 ~c.-~ . miAl. Wftr. ';; RJR. llf"~J() 'ZIJ/11 e ·---S"S'f.5 .. i'V .. D r. -3 2 'i. 4·' _:z, (..AMP r(,.()0,eE.f;C,._ . ·-· .. :':I .. //:2-5 /0/Z.iS r.; E·B 75 W l!-IC:ANOe!;,C,. · .... a, 75 ./I-GO ~ t:=•8 2,'-,u/' 2 LAMP A..IJtJ/i!.e,r;e,, -2 75 /SO C E-3 /''J(4' '.2 L/IMf' Ft...CIO~S,(:,, .. : I .... 713 75 u E·3 FLVof?.e9o, LX)()JN~teH'Tf .-3 ' 25 75 ... ' --··-· ,,..._, --. .., . ~ " /7C:,3 W , -. . . .. ~ -.. -. ·-.... ., .. , ·-.. -.. .. ' ,,, .. ~" . ' ,, . ' J .... ,., • ( t H""'. -~ .. " '' "~-••• i ,, • ' •• '' --, --.. '' Page Total . Building Total I , ,/,3 'J 2.'! .W I ·r1:-~7 t Form Revised Septem~r 1986 Page __ of_ ......... --·~ " . . . . .. ' . . . " • • ' ~ ••• • • • : ' • • • • •• ·: ... 4 ••• .... •.•.• . ' Form 5 DOCUMENTATION FORM ~~.D_ Afi>c BUILDING LIGHTING COMPLIANCE . . . /ff 'Y~ & ~ Project Title . i<A1 se1<.. w I John M. McKeown, Jr. () C/V<LD_S 2 --1 Docum1n1ad by ~ : ( Location ' CA-!<L68A-D ~o.C6Gl] ¥-· D.,. /t/-MA'/-87 . . ~ Project Designer -. ; ...E. 'rill/, OF C~\.W\l~' . CIMcbd bv · . . . ,:, 'l '] MAY 2 6 1987 , "'""'{"" f'V .,.,,-VI Data ' r I Room Room RCR . Task Areas\.. Not Sq. Ft. No. Sq. Ft Total Watt.s Allotted Design No. Sq. Ft. Amii. /Occ. 0cc. /Task Sq, Ft. /Sq. Ft. Watts Watts ---..------/22 f67 0-5 -resr i<.M ! ' .. _! 967 .~."3 zzzt.f //2-S i • /23 3°?3 o-5 II ::Er"dVJl3l-i I 8.33 !(.3 7~~ t./50 i ---...... "j . . !2tf /523 o-'i> e!VGIIVGGl</N6 I !/5'23 2-3 3503 7..250 I .... . ...... -· . --. ' . /2'5 /(?72-o-s If 9Se/v1(3l-'1 ! 1/672-?.3 381.ft,p 2250 ..... -........ -... . i . -... .. , -·- !ZC::> '3 '2/ 8 o-s· ?Ol/5'-I/N6 £tvJ I ... 132/8 '2-3 7'-/-o/ 5550 I .. . -~' -- /Z7 t/'(-2 o .. s MOOet.. SIio/) I ! 4'¥2 _4.3 /017 .. . 'f 50 I .. ...... (2/J) ;.2/7 o-s 100l-Cl</8 I __ ,. J.217_ 2.3 500 27...5 I .. .. . . . .. t2Cf /2/ 51-A%&1116li I . · I 121 2,1 35/ lf 50 I . ' -. /30 lf-6/ 0~5 /196e!Ylt-3?1 I· l'f-5/ 2,3 /037 170 I -· •• l /3) 21./36 ()-5 smees I _ .. ·· .. ..lz¥8o /, 0 ;2.t../-30 3'-fOD .. !32 /027. 0-5 /ceC'el 1///VGIJ/ly ~ l . --- I ., ___ _: ... 1/022 -z. 3 :2351 /57S /3.3 /CJ'/-5-1-c:J J::::; .-7KIC /?M I l19Lf_ d\,O 338 /?D .. .. /3'1-IT/ 5+ QlelV/!01l-ST/ I lt7'/. /, lf 2it<f /70 6.5 /h53 0-5 5'-1-11 y;;N6Mtr I l/6 f;,?, 2.3 3802 /3(po 13&? /l~O 0-5 LV/1/Cf/ f(M _ : ..... !11"0 I I 0 //{c;O . ./~_so . -...... N?-2775 0~5 CO#.I cx:,e I !;,775 /, D :J.775 /KOO I . . I I .. . .. , I . .. .. . . , ... , ..... , .. '' ' . .. ~ I I I I . _,_ .. I . .. ... ... - 1· ' ,A-Gt ~ ~ .. /< J1i+(._I 33 795 2?_7</ ... .. . . I . .. . . , I • ' .... ! .. I •.', ; ' . ... ,••, ' . ... " .•,:, ,. '. , .. : : ... ·: .... i . . . ; . · .. ,)/·:) . : . \;' . i ·: ~-·, ; ' ' .·::.-~--~ .. .,,., • I• '•' ~ .. :• ' I ( .____________ -- -.. . . ... ... ... ., ,_,._ .. - 10.TAL. A-U-0'178D'. :wA--r~t. i 17, ?;59 +;'·';/3;·7.95·= ·.<'i?I ,..08if .W . . : . ' ·, . . ~ . " 17/'(A-l-oe?IGN WA-TTS-·= /3, 756 tf (2.2 7f6.-:-3,iprEOIP--JII:-·---~, -:------ '' .•. . . . • --::· ii ' :·. -~ : • . ·. . • ', i' ! I . ' I Ii ,, I I F i I ........ •.•,•. . : ~~,-;,· . . . . DOCUMENTATION FORM BUILDING LIGHTING COMPLIANCE • ' • 'lilt i < Project Title __.k__.A......,__Jca_e=.:-..1<. ____ _ Location ' Ofl !<LS 8A-D Room Room RCR No. Sq. Ft. I/DO 78l/7 0-5 UJA-/(/3f/OOS e ./0~ 258 0'5 l-46QRA7VA 7 /03 258 0-5 Lf)-,BOf<r'\1VIZ I ./o<f /300 o-s /}10/ -tftS&3EM,5t fl /05 1./00 0-5 At:;<SE/V!8Lt Oh /L/0 0-5 N~ to/~- /07 /t/-O o-s M /<-//<.· /01; q7 ,5+ ~-S5lEM6l'1 /01 . <f7 51- /10 /2? Sf /// /23 5+- ' //2 . /tf-8 51-C!-Of<~!DOP- /13 /67 0-5 1/SSEMBL'/ l!tf 3t/-b o-.s t //5 :J.~'I ()-5 _C,l£Alv!_NG (I& ,. G02 o-s OJAr/NG 117 Lflf-9 0-5 <3e1<()1ce /18 J-05 0 -5 AsSeM8l-7' /!CJ !2/8 6-5 oAlo?rJC-Ai.. I/IS l2o -322 0"5 /t9?E3Ml3l-7 /2! /h3 0-5 M~.8 ( , • : • , • I, I·.~ v.1,f. ' ''.•!o~i£,!• . Form 5 Docum1nad by CA f?.lOS ~ Dm /t./-t11A1. -8 7 Date_,____ No. Sq. Ft. Total Watts Allotted Design . . . --..----.... -----! · . _ _ ! 7 8-¥_7 /,. o 0cc; /Task Sq Ft /Sq Ft Watts Watts 7.~t7 ... J.7;),( _,, ...... -. ! ! 25~ i,'3 593 '+5· ! .. . ! 2fJB 2.3 5CJ 3 '-/-51 ', . . f .... !1300 '2-3 2.9_fo I 8°-t I I 21oe> 2,3 '-/-.8~~ 23~( " ... I l_llfo /,. 6 l'-1-0: /Sc I .. . -' .. - I I ;c.fo /. 0 /t../-0. ., .. _7,2: 1. ..... O > -, •• --~ • ~ • r V <O "-•• > .. ' -· . . " . ' I I _q7 "J..Cf, 28/ 115 I ',, -·· ' . -,_ "• . ~ .. . . ' --· , . .. . ·-- I I cr7 ;A-1 28/ //5 I I 11~3 . 2.1· 357 'j(5 ··--... . , .. . ' I -· I 123 z_q 357 I IS I I ite> /, 0 I t./-E:> z:zs . I 1~7 .. _ 2.3 381/-ZZ:. ' -.. .. J ?.'th._ '2,.~ 7'10:' '. t.;-sc ! 2&f 1,? &,07 t.j.(::/ .. -. . . - ··- ·-! "1-Z 2-3 /52:3::. /6/5 · ·-. I . . . · ! .If '-19. 2-3 /03~. 510 ·--· ,. .. ,. - I • I ! 2fJ5-' --Z-3 172 2.2~-.. -• .... -I ' I .• ! (11~. "Z· ~ J-80/.. .. I 2'-1< ~ . , .. " ' -..... , . ' ·-I ' I ! 322-,z._3 7'11 SG<?. . ·-·· . .. -I .. I !;&3 2.? 375 ZZ.:· .. ---......... _ ------, II II j . ' ...... . s.; I NGLE-·-Hmm LDf.'.rn C(..)L.Cl.JL_(..H' I ON OUTPUT 04-21-1987 TIME CARLSBAD, California OUTDOOR ~Jul l '7001"1 D:1. .. 0/ bEl.O F ·Df:TE~ ,_£:";IT&: ,: ZCJNE JOB 143p144p154(N.INT) INDOOR KAISER ELECTRO-OPTICS 7!:.'.i. 0 F HP-10 f.:~:l.2J :?B6:I ... 0 -.- ************************************************************************ ZONE DESIGN CODLING LOAD SUMMARY I....OP,D COMPONENT !301..AF: G{-~ IN GLASS lRANSMISSION WAL.I.... TRANSMISSION ROOF TRANSMISSION TRANS. LOSS TO UNCOND. SPACE LIGHT I NG ( · 1 ~::. 1, c:>BO ~,J TCJT {-)I...) OTHER EL.EC. 2,:1.84 W TOTAL> PEOPLE C 45 PEOPLE TOTAL> MISCELLANEOUS L.OADS COOLING INFILTRATION COOLING SAFETY LOAD GUB·-TDT (-\L .. B NET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP= RODF L.CJ(..\D 'l"D PLENUM LIGHTING LOAD TO PLENUM TOTAL COOLING LOADS 900 CFM) Ell:::NG IBLE ( ElTU/h1···) '5:1.:::; :;:;f::!6 0 46.676 ·7 !' ·<l!:5~;;:: :f.2!' 9f.~() 0 0 0 :::;;!' 149 0 () HJ'.!.!. \~i60 I...ATENT <BTU/hr·) 0 0 0 0 0 (l 0 :I. 4 !' OEJ~j 0 !) 0 :I. 4 !' Ol:l~.'5 6 ~ ~5~54 0 0 0 .................... _,. ............................... -....... , .. _ .................................. -......................................................................................................................................................... .,.~ ............................ -· -· ............... -··· ..... -· ........................ . TOTAL CODL.ING LOAD er 8 .. 77 Tons or 416.1 sqft/Tons ZONE TOTAL FLOOR AREA -3r64f::l.OO scft ZONE OVERALL LI-FACTOR -0 .. 069 BTU/hr/sqft/F **************************************************************t********* Transmission and Solar Ga~n by Exposure LOAD COMPONENT AREA TRANSMISSION SOLAR GAIN (iiLt~SS L.CJ{-~DG ~ l>.1(-~l..L L.DP:DE,~ I\!!::: I:::. c:;r.::· ("' ,::i S!,t,I w 1\1{.i,I N H NE E CT ,:> -:. s SW i,J NL~., (!:;;c:1ft) (BTU/hi'-) (BTU/hr·) 96 ./ (l 0 0 0 0 0 (l 0 444 0 0 0 o· 0 0 ::.:_; :J. ~::; 0 0 0 () 0 0 0 0 .:~;f:1C:, 0 0 0 0 0 0 0 (l 0 0 0 0 (l 0 N O 0 ******************************************************~***************** )I ....... , ....... SINGLE-HOUR LOAD CALCULATION OUTPUT •DATE' . 04-21-1987 TIME · SITE CARLSBAD, California OUTDOOR ZONE 143~144p154(N.INT> INDOOR JOB KAISER ELECTRO-OPTICS :Jul 1700h B:I. ,. 0/ 6H .. 0 F ************************************************************************ COIL SELECTION PARAMETERS pg 2 COIL. E:NTERING AH;; 1EMP.. (DD/i,-,lp)° COIL L..E(..WIN(3 AIi::: TEM1::,H (J)B/VJE!) COIL SENSIBLE LOAD co IL. TCJTtiL.. L.rnm COOLING SUPPLY AIR TEMPERATURE TOTAL COOL.ING CFM <actual) TOTAL COOLING CFM (std .. air) CUDL.ING CFM/sqft RESULTING ROOM REL.. HUMIDITY COIL BYPASS FACTOR 76 .. ,.J./ 64. c;' clf::!g F~ !'.56. ::~;/ f.:i\'5,. 7 c!eg F fl4!' ~:)60 BTU/h1•-- l0!'51, :1_9c_;> BTU/hr '.:57. 0 deg F :::::!, B~;:,4 CFM ~Sr BBB C:F"M 1. .. 0'1 C:FM/s;q·Ft: !':54 '½ 0.0!50 ************************************************************************ ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0E ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** *********************************~******************* FILE NAME KEO.HPl BUILDING TYPE OFFICE BU I l..D I !\!G TITLE : l<A I GER ELECTFdJ UF'T I CU ,qF~EA (SQ. FT.) * * * * * * ~f. ;ielc}: * * * DATE, 05-18-1987 TIME:: 00:: 04~ 07 PAHE~ 1. E:x1-1:~F;~I(JF< l_..tJf'..~I.. .. L.. u JI II II II 11 H n ti ,r tt tt ti u rt II r: It ,I It II 11 11 ., n II II II r: It II II tin II II u II JJ 11 :1.:~?:;;:·7 WINDOW NORTH/NORTHEAST ....•••....•......••••....... 72 E~r~,~; .. r /~30l...lTI ... IF.::r:~E)l" It II II II It II II ]! I II II 11 "f I• II II tt II II 11 If II ll 1: ft II " " II :~:;:? f::1(.1lJ-rIM-t--/E1(Jt.J .. rl··il.\JF:::~)·r II 11'11 II II 11 fl II I' II I! n :r If II rt II !I II JI It II n n II n ff If 11 ::~lC:> !;JEST / NOF(l"H~\IEErr •• " ••••• " ••• " • • • • • • • • • • • • • • • • :l i.j.i.j. :.?o::'i4 [0F;!(JLII\I[) r·1 .... C)OF~~ II u II ft Cl' JI fl n II n " u tt ti II II 11 If II n 1: II fl II ' II ff If " II fl tr rr u ,, u ff II II " II ::2t)~5.f.~ TOTAL CONDITIONED FLOOR •.............•.••...•.•••...• 2054 'F~' -·\/,:~,L..UE (EXCLU.DINC:J FIL..M RESIST?~!'-ICE:::s) ************************************** l>J{-:,1.. .. L .. f) 1• 11 1, 11 ,1 n 11 ,, " u n n n II p 11 11 11 u n t1 11 11 tt 11 11 11 11 n 11 :1 :t tt 11 n u n ti 11 11 u 11 11 tt n II n 11 :/, () 11 l:~·:7 WINDOW (INCLUDING INSIDE FILM RESISTANCE) .......••.•.• 95 F~O[lF fl 11 II It II n It ti II u u II " It " n :I If II : " II " n u It II " I u II II I! It n n II " lt ti u II II r: tt II II " II :I. E! fl r.:1 t=-1.. .. [)()j=;~ r ti n 11 r. n u ;,: n II 11 ti II fl n ti It n ti rr II II ti. n n r. t: r :t n :t ·i :i II u JI i: n 11 u u n It :c :1 u 11 11 () H\J,qc !3\'UTEM ******;It.**** HEATING EQUIPMENT TYPE .••...••..••.• , .••...•.•••.•... •JEAT PUMP COOLING EQUIPMENT TYPE ••••••••••••••••••••••••••••••• AIR CONDITIONER £:C(]f\l[)JvJ J Z f:::f~ u 11 " u u ,1 11 1: u tt 11 11 rt u ti n a 11 11 11 n :r 1• r:, n 11 1• ti " ;i n 11 u II n n ff u II n II u 11 ·y·1::::r:, FAN POWER <WATTS/SQ.FT.> •.•.•.............•.•......... 986 AIR CIRCULATION RATE CCFM/SQ.FT.) ...•.•..••.•.••..... 1.46 OTHEF..: ***** AZIMu·rH OF NORTHERN BUILDlNG ORIE~l-rATION .•..••.•••... 45 L'1~i?-lI)lhl{:3 C~(Jt:::r:·f=·:cc:;:i:t::I\JT II II" II ff fl" II ti It ti:, ti II II n r. II,. Jf II II II It n II n fl II II It II 11 n II ·7:~:; HEtiT Ci!-)F'ACITY OF EXT.. L.o.U-)L..L (BTU/F·····!::lC-LFT.) ••••••••••• " 16.7? LIGHTING LEVEL <WATTS/SQ.FT.) ....•.•...•..••.......•. 1.16 J=L .. C]OR "'f')'F:,,:~: If u ti ti II rr ff ff n n u It 11 11 It tt II r II II o rt 11 ~ :: u :: :1 1: u II rt n u 11 II u ti 11 11 It II 11 ~31.. .. (,~f.,:{ CL..IM{-YT'E ZONE •••n•••••••••nn••························ 7 I • ****** SCM ENERGY ANALYSIS MODEL VLRSION 2.0E ****** *** 2ND GENERATION NONRESIDENTlAL ENERGY STANDARD*** ***************************************************** PHYSICAL PARAMETERS ******************* \:;EC:DI\IDP1RY Df-:)TP! **********-f~-:** DATErr 05-18-1987 TI 1'1E ~ ()(1 ~ 0...:1. f. :!. 15 p (~ GE~ : :,:: DOCJF~ (..~F~E::f.":\ ( SGl" FT .. ) .... ,. .... ,. ............ , .............. ;, ., ......... ,, " .... ,. • • • .. O DOOR "R"-VALUE (EXCLUDING FILM RESISTANCES) ..................... 0 i;J~ll.. .. L (.~f~{SOF~F:, .. r I'\/ I "fY n " n u fl ft tr n " n r. It 11 II •r 11 ti II II ll u II II ti II II " & II n n u It tr tf II u II u Ir tt It 11 " ·7· F::UOF (.:i.1:f~J(.!F~:PT I\/ I TY ............... ,. ................ ,. ............ ,. ... " ,. ,. • " .. • • • , 7 CEILING HEIGHT (FT.) """""""""""" """""""""""""""""""""""""""" 9 SH(-)DI!'--!G ******* SHADING COEFFICIENT NOF~TH / NORTHE:P1f:lT EAST /!3ClUT! .. 1Et:iST EJCJUTH / SCJUTi .. lt.iJEf.3T :: II U rt U n ~ ,, r1 II fl lt n ll :, II If 11 ;r 1• rl II ti 11 7::::: r.1111unnnnunn1t1t111111u11nnr.nn "')' M~r It / •,.:: WEST /NORTHWEST ......................... 73 DOES THIS BUILDING HAVE WINDOW OVERHANGS ...................... NO DOES THlS BUILDING HAVE WINDOW SIDE-FINS ...................... ND MECHANICAL AND ELECTRICAL ************************* RAT~D HEATING EFFICIENCY ..................................... 2.8 RATED COOLING EER ............................................. h.2 J,..tj{~ ·rE::1:~ ; .. 1i:~t:1 Tl~:f1 -rv·F·E:: II rt It II n II 11 n :, :If ., fl If II II :1 II II II :: t: ti r. Sf II II 11 tr ti II ti :: II ti II u r. II :f II II :, II c::?~f:} !.3PEC .T r-:1L. FEPlTUf~ES :1( * * * * ~( )l,: l * * * * * *"* * D{~ YL. I (;;,,HT :i: NG STF~Pl TE::l:) I Eb • n •• " •• " •• " n • " • " ••••••• " " •••• n • • • • • • • • l\!U f::iDLP1F~ ~,J(..':iTE-:1~ HEi:fr I NG SY!:rrEM •. , •• ., ., ••••••••••••••••••• ,. • • • • • • • • J-,10 ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0E ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** Dr--~ Tl:::::: O:.:.'.i· .... 1 C ..... 1 S-'!3'/ T. I t1I 1::: :: () C) ~ (> if. :: :~·: ::;:~ ***************************************************** DCHEDUL. I !\!G *****;l:**** FIXED D(:)Tf'.:i **~< * * tio:nr. ** OCCUPANCY LEVEL FOR OPERATIONAL PER!ODS <FRACTION) J)()'-/ n u 11 11 n u n u rt u u rr u 11 n u u II u II JI fl If n 1r :1 !.::itl-(:) AVERAGE LIGHTING AND RECEPTACLE LEVEL FOR OPERATIONAL PERIODS (FRACtION) :DAY PERIOD""""""""""" .703 ~NIGHT PERIOD .••.•....• 144 EQU!YALE~!T OPERATIONAL HOURS PER YEAR ~LIGHTING (DAYS) .•.... 2915 :: L. I GHT I NB (N I!31 .. IT!3) ••• ,, ~:.~:;c_;> :: F'/.)I\Jf::) n 11 11 u u 11 11 11 r. n 11 11 n ti 11 " 11 1.J,!.'.:.:; l i::} :: i•.JtlTER HEATEf.:;: • • • • • • • • • :I. ?70 NUMBER OF NON-OPERATIONAL HOURS P~R WEEK 1){.) y· F:11:::.r~ I [II) II Ir ff u tr " n lJ II n 11 II " :: II It ., It " 11 II :, 1r ti n II ti II 11 It II ,r " II II 11 II " II tt II It 11 II II :::;::? t\t I i31"·!1.. F11::F~ I Or) II n n tt n u II n n II fl n. n rr II t• ti I' n ZI II II II 11 l.l n I: 11 :t tt ti II u f1 It II II n n ti Ii It " 4-(:> NUMBER OF HOLIDAYS DURING HEATI~IG SEASON •.••.•.. •••••••"•••• 6 NUMBER OF HOLIDAYS DURING COOLING SEASON ..•..•....•..•...•.. 2 f:;ET--POINT TEMPEF\?\TUF~E (F) i1JINTEF:: ............................... '70 PHYSICAL PARAMETERS ******************* INSIDE FILM RESISTANCE !,\I I I\ITE:J;; t:lETBPiCI< .... ,. .... ,. • • • • • • • • • • 4() f)l.Jl'.,.'l('•/lt::1::;,~ II U :I 11 ff II tc n fl ti II II II U fl ff ti II II II II II II ff II II "?f.:i :: !:3LJl..,.il..,'J~::r? E;E::·rLJf!:t II u ti fl It 11 II JI n II n II n n ri u II n " n tJ:j !,~(~L..LS ,'t 11 •1 :, 11 11 11 11 n II n n n t1 11 11 11 n it tr n u tt rt rr II ,, ff I/ 11 F;:(:)c)r::-I! II 'I II II I' ff 1: :t U II II II II II It fl II R n ff ff II II II II rt ti ti :l It H ·.7 l:\ FL..C!UR " ...... , ............ " .............. ,, . • • '?6 !NF!~rRAT!ON RATE DURING NON-DPERATIC!NAL HOURS (CFM/SQ.FT.) .• 0284 ~~L.AEt F! .... OOF~ 'U'' --V(.~,U..IE (DTU/HF::· .. ·SGl. 1:;T. -· .. F) ............................ ,, ,, ,, • 006'.? INTERNAL LOADS AND ENERGY ************************* RECEPTACLE PEAK LOAD <WATTS/SQ.FT.) .............. , .•••......•. 5 WATER HEATING (BTU/SQ.FT./YEAR) .............................. 64 PEOPLE SENS"lIBLE L.O{.)D <BTU/HFUF'EF<HDN) ..................... ,. • ",, , .• ,, 2::::;o PEOPLE:. LATENT l..D{~D <EiTU/1 .. ffUPE:RElCll\l) ..................... · .... · ....... :1.90 AREA PER PERSON (SGl.FT./PERSDN) ................................ ~bu ******* SCM ENERGY ANALYSIS MODEL VERSION 2.0~******* *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** ****************************************************** D (.) TE ~ 0 ~:i ··· 1 fl···· :I. <:? Ei 7 TI ME: 00 !; 0'-1 ~ :;::B PAGE: 4 CL I MATE~ ZONE BU I LD I NG 1~:· r 1 ..• 1::· BU IL.DI NG TY!::•r::: r::11..1 T, .n T 1\1~ TI TL.E 7 KEO. HP:l OFFICE KAISER ELECTRO OPTICS BALANCE-POINT TEMPERATURES AND DEGREE-DAYS INPUT ..... ,MOO,,_ .. N-................................. ·-· ..... 0 ....... N-.................. 0 ONN .......... ONN O,NO ..... 0 ON ON-NMO ONOO -H --· --Ho_ ..... _,. -N ONOO ..... HON 000 .. 000M .......... NO ... , ........ OOHO DAY NIGHT :f:.:iF'T:! ...... .D!::,·L2 -· Eir:,·r·3 ..... Hf)D CDD 56 .. 30 li2.90 7 :I.. 09 E)Lj." 5'-r LJ.:1.2. 9i3 BPT:I. ··· BPT2 ···· BPT::~; -· HDD CDD ::::: i:,'? II'?~~:; '7!:5 a 8::~ 77.00 ::::-17~5 .. 41 o.oo ENVELOPE HEAT TRANSFER FACTLIR5 (BTU/HR-F> ========================================= m_,'1::1:;,1..~1 1. DU I !...DI NG ENVEI ... OPE:~ HE{-)T TF:Pll'-!UFEF;: f~(..YT'E (~<JI l'rfT::n) fJ\/!:::J::r~L.L HEr:~T TF:;;PrNBFEFi: F(.)CTCJR '' K '' (!•JI I\ITE:Ji;) n\_;1::·1:;,,.~1 1_ !3L! :!: L.D I N!.3 ENVELDPE HEAT TF:i~1NUFf:::F~.: F~f.:) TE (SUMMER) r·1u1:::-i::;,r..,1 _! . HE:AT TF:t~l\H3FER F (..)C::TOF;: '' ~::: '' ( !::il...il"IMEF·;:) HF::!~f"!_" I MG r'i··,n, _ T l\1r:, (.~I\INU()I... L.(Jf.)DE1 ( MBTU' f.3) ===================== =====================~================== •.:~ T -r~:· HE?~T I !'!G ~::i J. TE ,~nrH ... T l\1r:.1 :3ITE LIC:i'HTING ,::;, ~::· f"' t::· PT /.S ,~ I ~::· ................... ,_ ......... . ,.:: rn:::· !::.· A!\! c: T i-1:~ HOT 1:!ATEF;: ANNUAL SOURCE ENERGY LISE ESTIMATE (KBTU/SQ.FT.) =============================~================= faCH...li::;:CE HE{H I l\1(3 ~:;ouF:;;cE COOL I NG ElClUF:;;CE L l (:'.)HT I 1\1(3 SOURCE RECEPTACLE fafJUi=(CE F (.;N SCiLJF:CE HOT l>J(..~TEH !.:5El2. 7 :l!::!00,. :.::: ;:5!::l9. 0 :I. ·7:1.0. ~5 :!. () It ~::; .~?l:J 11 (.:) :I. :l. .. '.~'i :I .. , .t:1. ~5" .I. ::::-B .. 9 :l.6,.EJ On7 =~~=~u============================~=================================== AI\INUAL SOURCE CONDITIONING ENERGY U8F ANNUAL SOURCE ENERGY USE ESTIMATE lU 66.0*1.027= 67.8 KBTU/SQ.Fl·. 124.1 KBTU/SQ.Fl. ( NOTE: 1 KWH= 10.239 KBTUB OF SOURCE ENERGY) . DATE= 05-18-1987 ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0E ****** * * * 21\ID GEI\Jf.:::1::::r-; TI DI\! NDNHEE; I DEI\IT I r!.:)I... [1-.ff:JWY r:rr (.)l\!Df..~F<D * * * "'f' I IYIE-::: ()() ~ ()~5 :: ;=5~2 ' ***************************************************** FILE I\IPIME BU I LD I NC·3 TYPE BU I U) I NG TI TL.f::" f'.:lF~Ef.:) ( E,Cl. FT. ) * ******* ;j( *~<* * EXTEF.;: I OH i1JAL.L. ~<ECJ .. HP\::i OFFICE Pn :I: Mf.-H·t( Dr-~ T (.'~ *******t***):< l<f.-, I l:3EF~ EI..._-ECTF~U UPT :r. CB NClF<TH / NOl::::THEr-1GT E{-1ST /~30UTHEhf:3T n1tfln111111u:•r.n111tn111111nnnn1111n11nr1t1n () ~3[)l.Jl .. l-·)/~:JC)l.JT'H~\Jl~~~3·r If n II II II ti II rr I" 11 J1 II II II JI II " rt n rt It ti n It I' II II II II Lt.JE::s·r / J\IOt=~ .. r~··IWf::::~3 .. f' ff tr II II II n II I/ II II II II I• II I• II II II 11 II tr fl II n n t: = II II nOCJF .. .. .. •• ., _ .. u u u n n u n n n 11 11 n n n n n n u 11 11 n 11 r. ,1 11 n u II rr rt tr n rr rt II n ,, 11 n lt t1 u t:-3F~(]Uf\ll) r=L .. OC)F~ " It " II • II • u fl ft II ti It ti u 11 " " u II " II II " " II " n ., " ti ,, u " " r: t1 II " II ,, TOTAL. CONDITIONED FLOOR ..................................... .. , F~ :• -vm ... UE ( EX CU.JD I 1\1(3 FI L..l"I F~EB I f!Tf)I\/CE/3 ;i ************************************** (l 76 :I. 3El :I. :I. 7r:; :1.179 :I. :1,79 lAJ(.iL .. L .. S 1• " • 11 ,, " n II i, 11 • 11 u n n u rt II a n n u u 11 rt 11 11 11 n 1r ,, u n u " n u 11 n 11 n n u n 11 11 11 a :I.() 11 lJ -7 i/HNDrn1,I ( INCLUDING INBIDI:::: FILM nEElifff(..)l\!GE) • " ••• " ••• """ • 1re:; F~[}()F u 11 11 n II u u u II n n II tr II n II It " u II n n u II n 11 11 11 11 11 11 n 11 11 11 n r. 11 a 11 n u n n II tr 11 11 1t :J. [:l u f'.] 1::: L .. J] 0 r~ II II ,: II: l;f ti II It n n " It II n n n n n II II " n " ti tt fl ,: :I II II h 1• 1; tt ,. 11 n tt ff II ff II II ff tt II II II () HVhC SYfHEM *********** HE{.fl" I NG E:El!..JI PMl::::NT TYPE ............. , ..... " .. .. • • • • • • .. • • • • • • • HI::.{) T PUl'·!r~· COOLING EQUIPMENT TYPE .......................................... AIR CONDITIONER E~(;[JJ\IC)t,.·J J ZE~1::;~" n 11 n II n " u 1: n n u u n II t1 n 11 11 n II r 11 1: :r i: 11 1 n ti n n rt II t1 tt If n ,, n II t1 tr It \{f:~f; F:-{-~)\~ F'[H.tJf:':}~ ( L1J(.'.f'f"T~:3 / f:1EL. 1= .. r II ) n " n n ft II Jt t: ~ I! :t n II :· II fl n :r n n II ti II n :t " n r: u n Ll-~5 f'.HR ClRCUI...JffION RATE (CFM/!:lG:! .. FT .. ) .... , ....................... " ...... :I." ~~:-6 DTHEF: **:~** AZIMUTH OF NORTHERN BUILDING DRIE~ITATIDN .................. 45 SHADING COEFFICIENT ...................................................... 73 HEAt CAPACITY OF EXT. WALL (BTU/F-SQ.FT.) ................ 16.79 L.IGHTH,H3 LEVEL (t,,J(.HTE>/BG! .. FT .. ) ..... ,. ,. , ..... ., .............. ,. ...... 1. \:5 2/1 . . Fl. .. ()Qf:! .. ! .. )'F1~::: 11 11 u n a n p o • n II h II tt 11 11 n It tt n II II 1: tt ir 11 1: 11 11 u t1 ti tt u n It rt II ti tr 11 a fr f .. 1l. .. A.[~ CLIM(-\ TE z DI\IE ...... n n • u " ........ " " " " " " " r • " " " " " " " " " ;, " " " " • '7 ****** SCM ENERGY ANALYSIS MODEL. VERSION 2.0E ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** *********************************t******************* PHYSICAL PARAMETERS ******************* E,E::.COI\IDhl::::Y 1)(.:) T (.:~ "*********)f*~'-** Dr:)TE~ 0:5 ..... :1 E.l---:1. 9fl7 TIME:: 00: Oc°J~ 00 P{)GE g 6 I)[}[)R f'1F~E;7% ( S(] 11 F"f' n ) :t u n n n n n tt " n 11 ir r. :1 1: 11 u n ;• u u 11 11 u n ti u rt u 11 11 11 11 11 n II u :1 11 u u u {) DOOR "R"-VALUE (EXCLUDING FILM RESISTANCES) .•••.........•... 0 l>J{~L .. L_ (.,\E<~)OF~F.:'T JV I --rv It II ~ fl fl l:t JI tt U :I II II 11 If II :, It II II t• It It II ti Ir :t It II ff 11 II tf II II ti tt '' II It U It 11 II II 'l' 1=(C}(JF' (.:~J:3~1(JF~!f)'T I\.,} I ·rv u rr ff tr tt n n II " II " II 11 II II 1: II n :t :1 u II II II II II n n II rt I~ " rt r: fl n " n n n '" II :t :t ·7· CEIL I NG HEIGHT <FT. ) .............. , ... , ............. ,, ,. . . . . • . . • .. . .. . r._;> ~3HADI!\!G ******* SHADING COEFFICIENT NClRTH/NClRT!··!F.tif:;T : EAST /SOUTHEAST "·r··:r 11 l ,.,;: SOUTH/SOUTHWEST ......................... 73 i~1::s-r· / l\l[)l::;~T"l.,·Jl:\IJ:::t3"f" ,. If " ff n rl " II II II It r. ff " It II II ti n fl ti .1 II fl ·;,::~ DOES THIS BUILDING HAVE WINDOW OVERHANGS ...................... NO DOES THIS BUILDING HAVE WINDOW SIDE-FINS ...................... NO MECHANICAL AND ELECTRICAL ************************* F~1!:1·rED ~ .. iEr-:~i·rr,,,c:, f.:~F'FIC~IJ:::1,1c:'r' If II" (f It II t:" I'" II 1: n Ir II n n n II If II II II rr II n It ft II If'' II tt n:: fl n ::::; 1:~{~ 'TEI) t:[J[H .... I J\ll3 EEi~ 11 11 n n n n n 12 n n n ti 11 n n :• 1t :r u 1: n 11 :, 11 n II n n rt 11 11 n :1 :: n 11 n u u II r1 11 11 f:l 11 ::~; WATER HEATER TYPE SPECIAL FEATURES **************** II h tr :1 h II II h II II ti ti 11 II It "I ti II It fl I! ti II ti ff U n tt ti rt U ti fl II II II ti ti tt n II II r: D?"~ YL I C::H-rl" I NG STRATEGIES • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • !\ID SOLAR WATER HEATING SYSTEM ................................... NO ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0E ****** *** 2ND-GENERATION NONRESIDENTIAL ENERGY STANDARD*** DP1TE :: O~:.'.i--:1. E:····· :!. 1?!::!7 TIME~ 00= 06:: 07 ***************************************************** SCHEDUL. I NC3 ********** FIXED D(1·rr-·~ *******~<** OCCUPANCY LEVEL FOR OPERATIONAL PERIODS <FRACTION) :~ :()(:1"y' 11 :: •• tt n :1 u r: n :r ~ u i, it u u n tr u II u n 11 11 :-i n !:5.i.J.f.:1 i\J .( E·)j,NJT"~::~ n 1t n u u u r1 n Jf n n n II n 11 " 11 11 11 11 11 11 r, ():.::;f} AVERAGE LIGHTING AND RECEPTACLE LEVEL FDR OPERATIONAL PERIODS <FRACTIUN) :DAY PERIOD ......•.... ,703 :NIGHT PERIOD ..•••..... 144 EQUIVALENT OPERATIONAL HOURS PER VEPR :LIGHTING (DAYS) ..•... 2915 ~ L. l GHT I NE) ( I'~ I (31-·ITS) • • • • ::::;!::.i9 =RECEPTACLE .•...•••... 3274 ~f;:·(..~l\lf;) n11un11tt11unu11n11111111r1 f.f.~.):I.EJ :WATER HEATER .•.•••.•. 1770 NUMBER OF NON-OPERATIONAL HOURS PER WEEK }){.~"{ F:t1:::F~ J: O[) u n II n n II it tt n rr n II u n 11 11 11 " 11 u tt :1 u rt II " JI It ll n n n 11 11 rr 11 11 ir 11 n zr n n II n ~::;~,~: l\i I (;)f .. ·!"r F.:1Ei::~ I C)I) ,io ti If n n 11 ri ti ft II fl tt rt rl tl :: t! 11 tt II ll n ti 11 tt II II II ff n: ft n Jt r, n ff n ff ff ff :I: II n --~~/, NUMBER OF HOLIDAYS DURING HEATING SEASON .•••••....•........• 6 NUMBER OF HOLIDAYS DURING CODLING SEASON ......•.....•..•.... 2 SET-POINT TEMPERf'.YfUF~E <F) ~t.lJl\f!T::F~ ............... ,, ••••••••••• 70 PHYSICAL PARAMETERS ******************* INSIDE FILM RESJSTANCE l1J I l\!TE~I:~ : E1Ul"IMER ~31..JMMEF:: l>Jf.~LI....S SETBACK .•.•.•.....••••... 40 11 ti ,. ,, 11 II n II JI JI n 11 11 ft n tr If n tt II n It U ti ::i !I 7El ~::)E: T'LJF1 n n n rt n n rr II n n n u II n II u 11 i: 1: 11 f::J~·.) FJ. .. ,(JC)I::;~ :i ,, :• 11 u u •: 11 11 11 tt II u II n 11 11 n n II n n rt II n u :r ~ n n u ·://.;) INFILTRATION RATE DURING NON-OPERATIONAL HOURS (CFM/SQ.FT.> •. 0284 SL(.-~B FLDOF\ 'U' -·V1~1LUE ( BTU/HR-·-BE!. F"T. ····F) •••••••••• ,. •••••••.• ,. • • .. OE/62 INTERNAL LOADS AND ENERGY ************************* RECEPTACLE PEAK LOAD (WATTS/SQ .. FT.) ......••..•••.••......•. ,. .5 WATER HEATING (BTU/SQ.FT./YEAR> ............................... 64 PEOPLE SENG IBLE LOAD ( DTU / l···IFU Pl:::T~HUN) • ,. • ,. ••••• ,. •••••••• ,. • • • • • ::;:.~;() PEDPL.E !..?-")TENT LO?~D (BTU/HF~:/PEF\!:30N> •• ,. • ,. •••••••••••••••• ,. •••• 1r:;c1 AREA PER PERSON (SQ.FT./PERSDN> ................................ ~~V ******* SCM ENERGY ANALYSIS MODEL VERSION 2.0E******* *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** Dr-'.)TE :: 0~'5···· 1 B·· .. 1 <rfl7 Til1Eg 00:: 06:: ::;~:::;; ****************************************************** PADE: 13 CLIM(.HE ZONE BUII...DING FILE BUILDING TYF'E BUILDI!'-IG TITU: 7 : l<EO.HF'5 OFFICE KAISER ELECTRO OPTICS B?)LANCE-F'OI NT TEMPE:Rr.:lTURES P1/\!D DEGF~EE .. ··Dt--)YS I !\!PUT ~=~=~=============~===========~================= BPT:l ..... !:1f'T2 ··· BPT:::!; .... HDD CDD D?W ::if). 4B 64. ~51:, 71.70 :1.84 .. 66 3:3;g. l~.ct NIGHT DPT:! ..... DPT'.? ··· BPT::::: .... HDD CDD 6B .. :1.::::: ~J{Ju ~2() "l~?" :I.;,:=; ::::; :3 () E:~ If :2:r 5 o .. 00 ENVELOPE HEAT TRANSFER FACTORS <BTU/HR-F> --====~=========u=====~~~=~============== m_n:·1::;•t::i1_1 BU I ! ... !::.I NI:) ENVEI .•. DPE HE:A'I" Tl:~:P11,1r,FEF: F~{Yl"E ( 1.AJI NTl::::F~) OVERALL HEAT TRANSFER FACTOR "K" (WINTER> n,J1:::-1::;,c::.1.1 E!UI! .... DING ENVEI....CJPE HEAT Tl:~(1!'· .. !f::FE1:;: F,:t-~TE <BUMMEI::;:) OVERALL HEAT TRANSFER FACTOR "K" (SUMMER) HE::P:T I !\!G COOL.ING ·ANNUAL LOADS <MBTU'S) =============~======= ANNUAL SITE ENERGY REQUIREMENTS <MBTU'S) -----------U--~~--=======~============== q T TJ:::-HEJ~T :r !\!(::\ SITE COOLING c:; T TJ::-L. I GHT I NG HI TE F~ECEPT?'-1CLE q T --r1::· FA!'-! GIT E HOT (.-<JP1TEF: ----=====-~======1=~=======~~===============-== C::/'ii ,~~·f"'J:" H!:::~ TI M!3 \:;ouF~CE COOLING E;CJUF:CE LIGHTING !3ClURCE F:ECEPTACL..E 3CH.JF(CE FhN f.:>ClUF~CE HUT l>Jf.)TER C./ •7 if. II (:) 2'/El.6 6.,(.) El .. '.? :1.9.f::l f.).t:) O .. D ~5 If c:, :I. ~.=.:_i" 7' ~50. -:; ··-' :1.6 .. El :,~~() ti fl ()II 7 ----------------------------------·--------_ .. ________ ., __________________ _ ANNUAL SOURCE CONDITIONING ENERGY USE f'.11\!l\)U,~L.. e;n1_1i::;,r·i:::· ENERGY USE l::.f::'JT :t M(.'~TE I b 42.1*1 .. 027= 43.3 KBTU/SQ .. FT. :I. :I. l,. 0 l<BTU/f:'iGL. FT. ~==================================n===~============================== C NOTE: 1 ~WH -10.239 KBTUS OF SOURCE ENERGY> ,!, '· _ ... , .•. ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0E ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** Df.:)Ti:::: :: 0;::1··· :I. f:~ .... :I. 98'/ ***************************************************** FILE Nf..:1ME BUILDING TYPE:: BU IL.DI t-.!(3 TI TL.E {~F~E(-~ ( ~3Q. FT • ) ******;¥-****** l<ECJ. HF'C? OFFICE F'F{ I Mrii::.;y Dr'.') T () ******~;***** KAISER ELECTRO OPTICS E:x-rEF:~ I C)F~~ f.dC.':11 .. I.. .. If It II ti u u ft " II II n lf u n II II II 1• 11 fl :, t, II II II " II tr ,, n n II V = II :t n " fl () !\!fJ!=;:1·1, .. J/l\l()F~Tl .. iE::A~:;·r II II II II II II II r: " N II ,. n II ti II II Ir n Ir n n 11' II II u It II II () E.:~(.-)t:)Mf' /SCJLJ""fl-·IEA~:3-r a n 11 " ,. II II u :: fl II •r ll tr II n II II It ti " II :, fl If II a fl ., () S(JLJ-r~ .. I / SC)l.J1'1· .. fl1\lt::.t} T" It II If :r I! It ,: II II II n :: ,. n n 11 n n 11 Ir n n n " II ti :r :, n () . WEST / NCJnTHvJEST .... ,. ........................... ,. . ,. • . . . .. 0 •• .. .. -.. .. .. n n u n n 11 11 n n t1 rt ti n n n 11 ,, n n :1 r. u ti 11 :1 :-: 11 n 11 11 d n ,: n tr u n 11 II ,, fl n TIME~ 00::07::~:::o {:Jj=~QlJf\.l]) F'J....(JQF! n fl n n n " " n 11 11 a II n n JI u II u :, 11 11 n n II u n n II n t: 11 n 1t II n n II a n II n ::::-::::::?:::'. 'R"-VALUE (EXCLUDING FILM RESISTANCES) ******~*****~************************* wr-:~,LLS •.•.••• ,. ••• ,. ..... ,. • ,. • ,. .... ,. ........ ,. ....... ,. ............. ,. .. • • 0 1.1!I!'!DD1.i! (:rncU..IDING INBIDE FILM 1-~;EE;ISTf..'~HCE) ................ 0 f~[)[)F' u t1 4 11 t1 u :. 11 n It " n n n rt n II u u tt n tr n 11 11 u :1 u u u u n n 11 n u ti n 11 n 11 11 tt n n II n n t1 :f. f:J ri f.J FL.Q!:}R .......... n h h n h • u n n u n n n • • • " u u • u u u • ,. " u • • • k n rt n n u u u n • u u (1 HVAC S'{STEM *********** HEATING EQUIPMENT TYPE """"" """" .............. """ """""" "" .. ~!EAT PUMP CDQL.. I !\!f..'3 ~:.GlU ! PM ENT TYPE .................. ,. ............. ,. . ,. . • • .. . A In CCll\!D IT I DNEP E::t:;c11\J(]flf I ZE':F( ;r a II JI n II II' n a ti u " II II 11 11 II " 11 It II 11 " II n II ·: II tt II II r ti 11 " n II II " II II It II \r'F~:~:; FAN POWER (WATTS/SQ.FT.> ....................... ,. ................. 45 AIR CIRCULATION RATE (CFM/SQ.FT .. ) ................................ 93 DTHEr-::: ***** AZIMUTH OF I\IOF:;:THEHN BUILDING (.JHIENT?)T1UI\I :3HAD I NC~ CDEFF IC I ENT ........ ,. ,. ... ,. ., ......... ,. .................. ,. . 0 HEAT CAPACITY OF EXT. WALL CBTU/F-SQ.FT .. ) .................. 0 FL .. 0 [l F~ --r ·y F:;11:: " • n II .. SI II n ti n II It n II ti It " II n II fl rr " II It 11 n 11 n II ,, II II II 11 II n n I, II = n II t:) L .. (1 F.-~ CL.. I !'1 ?rT E:: Z Qr,!E .............. ,. ............. , .• " ... , • ,. ..... ,. ..... ,. .. .. .. • • 7 ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0E ****** * * * 2!'!:D G!::l'!El::;;,~1 TI CJI\I I\IDNHl::::El I DEI\IT I (1L.. ENERGY !3T {~NDf'~FH) :{( * * ***************************************************** PHYSICAL PARAMETERS ******************* f3ECDMDt~F;;y Df~Tr:1 *********:t**** D?1-1·E :: 0~5-·--· 1 !::!····· :I. 9H7 TIME~ 00:07~:·:::i? p,qGE~ :!.O })[)[jf~ ;:;F;~E:f.:) ( [)(:111 f:"l" n ) " 11 11 n n II ti n n 11 11 11 11 11 •: 11 u 11 11 11 " n Jt II n n n u n n n II n 11 n n n n n n 11 11 (). DOOR "R'-VALUE (EXCLUDING FILM RESISTANCES) ••..•..•.......•. 0 {.-tJ?~L .. L (~r}3E.1[)fi:f~'l .. J: 'JI "T\{ rr n n n n 11 n n n n II n n n II r. r: tr n u •, 11 n II u n 11 It ll t1 11 ti It II Ir II u 11 u 11 n :, n 11 '/ F~ fJ () f:' f.~ '£.l ~=} (] F;: F' .. r I \./ I ·r y II n 11 n II II II n n II II fl II II t: ri II ti II u II II ti II n It u II II n II u :1 u II II II n fl n " n I! II ·7· C~F::: IL I f\l(;J HF.:: I (.':.,H••rr ( F"r" ) n tf n " ll n n ti " ti II r d II It " ff II ti tt II If u II u n n II " II u II It n II " u II II ::r (:y SHP1D I !°'!!~1 ******* SHr,DINf::l COEFFICIENT ~· NOR'l"H/NDH.rHEi-)S1T ........... ,. ,. • " .............. 0 EAST /SOUTHEAST .............................. O SOUTH/SOUTHWEST ............................. 0 • WEST /NORTHWEST .......................... O DOES THIS BUILDING HAVE WINDOW OVERHANGS ....................... NC1 nn~q THIS BUILDING HAVE WINDOW SIDE-FINS ....................... NO MECHANICAL AND ELECTRICAL ************************* RATED HEATING EFFICIENCY ........................................... 2.8 1::~;.~ "f' 1::":l) c;c:1fJL .. I ~!(3 f:~E~F< n n " It II II tt n n It n n ti :t n ,: It II II I( :r :1 " n n " " II n II n n II II 1: ti n n 11 n ff n n f::~ i: :I~~ (A.i{.)"f'EF( r0IEf.:%'T"E:Fi: "'f'YF'E tr ti " n " II n ., ff fl II II 11 II ti 1: II II fl II :I II ti fl H II ti tt ti II It II " " It II If II n n ti ti II (3(.~S !:?:PEC I t~L.. FE?~TURE:El **************** DAYLIGHTING STRATESIES ........................................... NO SOLAR WATER HEATING SYSTEM ...................... ~ ............. NO , u,', ****** SCM ENERGY ANALYSIS MODEL VERSION·2.0E ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY Sl"ANDARD *** Dr-Yl"E :: O'.:'.'i····· 1 B···· :I. </ff7 TIME~ 00::07::4b ***************************************************** p(.)f::)E ~ :I. :!. f3CHEDUL. I NG *****:,pq:** FIXED Dt1TPi ****:!<***** OCCUPANCY LEVEL FOR OP~RATIONAL PERIODS (FRACTION> Df~Y j\J I (;3 J .. ,1-r ~:) n II n n tt ,r n n n c II n · u 11 11 n 11 11 11 11 11 11 n () ~::i F,:j AVERAGE LIGHTING AND RECEPTACLE LEVEL FDR OPERATIONAL PERIODS (FRACTION> ~DAY PERIOD .•.......... 703 ~NIGHT PERIOD ....•...•. 144 1:.·r:11 IT l.,'l.:il .. 1:::·1\1"1" OPr:::F~AT I CJNAL. l·-IClUFm PER "lEP,n :: I.,,, I EH-IT I NG (DAYE() • • • • • • 29 l '.':.'i ~ I .... I!3HTING (NIGHTSl) .... ~::-:'.'./;-' NUMBER OF NON-OPERATIONAL HOURS PER WEEK [){.~'{ i:::1E:F;: I fJI) n • • n • n u 11 11 u n t1 tr 11 11 11' n u r: rt 11 11 :1 n :i n II ti n u II II n n II n n 11 11 n. u tt n n n :::;:,;:~ !\JI f31·1'T' f=1~":J::;: I fJ[) a n n n ts n n 11 11 u rt n n It :, u n n i, r. n n n tt 4 tt ti i, n II n rt :1 H = n :, 11 It II n n II iJC:) NUMBER OF HOLIDAYS DURING HEATING S~ASON ....•.. : ............ 6 NUMBER OF HOLIDAYS DURING CODLING SEASON ••••.•.••..... · .•..•. 2 SET-PCJINT TEMPEF·UYru1=~£;: (F) i,IINT!::::F~ ••••••• ,. •••••••••••••••••• 7(1 PHYSICAL PARAMETERS ******************* INSIDE FILM RESISTANCE g ~·JI MT En SFTD/~CI< " ......... " ••••••• " 40 E3l.JJvJjvJ;~::r~ II II II II JI r, II Jr u O n II II II r: II = II If II II II tt " II II ~7E~ ~::n..1~·11•y•11::::r:;~ ~:3J:~:·r1.,n:::i t: :t h Ii h Cl II If Z1 rf fl It II II ti II II It II a ~=i~.s l,~(..)LI....B r·~ () f) r:• II It II II II 11 11 II II ti 11 r1 ,: 11 11 II I\ ti rl II rt lt :ri II U • II II 11 II 11 11 If 0 /7 {:::, 1:::·1.. .. C)(Jr::;~ I" •1 •• r ti II II :, II II n II n II :r II II II ll II u II n tJ ll II ll II fl :I II .?. c:) !~!FILTRATION RATE DURING NON-OPERATIONAL HOURS <CFM/SQ.FT .. ) .. 0284 f.H ... AB Fl .... nm;: , U'' ···W,)L..l.JE O::!TU/1-U:~:-···BC!. FT ...... F;, ,. • ,. • • • • • • • • • • .. .. • • • .. • • .. • OH[<,:: INTERNAL LOADS AND ENERGY ************************* RECEPTACLE PEAK LOAD (WATTS/SQ.Fl.) ........••................ 5 WATER HEATING (BTU/SQ.FT./YEAR) ...•..••...••.••••..•.•...... 64 PEDF'L.E HENE;:un.E LCJPiD (BTU/l··IR/PEr-i:HDJ\!) •• " •• " •• "." •••• ""."."."" ·;::,··:r,n PEOPLE U~TENT UJf.H> (BTU/1 .. ·IFUPFF::f:>Ut'i) .... , ................. " •• ., • • • .. • .. • :I. 17'0 AREA PER PERSON (SQ.FT./PERSON) .............•........•...•.. 250 ******* SCM ENERGY ANALYSIS MODEL VERSID~I 2.0E******* *** 2ND GENERATION NON~ESIDENTIAL ENERGY STANDARDS*** **********~******************************************* Cl..Il'1IATE ZOl'~E BUILDING FILE Elt..J IL.DI l\!G TYF'E DUILDING TITLE 7 KECJ .. HP9 OFFICE KAISER ELECTRO OPTICS D{\TE:: Til"IE: P(.~GE g -------------~--J~-===J===============~~==~=~--- DAY NIEJHT BPT1. -· BPT2 ·- BP"!"::: -· HDD CDD {:)()11 ::::-1 61:'3" ()~:~ 7:::::. 4 j, BF'Tt ... . DPT2 .. . DPT::::: .. _ HDD CDD 6B. :1. n ·7 (~') ti (~1 :I. 7•:7 11 ::~::{::) :342. 91:3 20:1..42 ENVELOPE HEAT TRANSFER FACTORS CBTU/HR-F) .......... --· .......... -..... .,_ ..... =· ................ :.:: ..... ::::: ::::: :::: : .... ::::: :::: ::::: :::::: ::: ::::: :::: ::::: :-.:: ::::: :::-.: ::::: ::::: :::: ::::: ;:::: = ::::: ::::: ::::: ::!!!' Cl 1)EF~r-:1LL BU I !...DI i\lG El,IVEUJPE HEAT TF:(::iNEFEn F.:()TE ( i,J INTER) OVERALL HEAT TRANSFER FACTOR "K" (WINTER> o.oo 0~5··· :1.13-· :I. 1'?E:l7 00:: ()[Jg 0:1. :I.'..? OVERALL BUILDING ENVELOPE HEAT TRANS~ER RATE (SUMMER) OVERALL HEAT TRANSFER FACTOR "K' (SUMMER) 162.? :I. 5::?'7 11 CJ HE::.P!YII\IG CODLING =--~==============~== ANNUAL SITE ENERGY REQUIREM[NTS (MBTU"S) ~----~-~==-~~=J============~======-====~ 13 I TE HEf-)T I NG ~3ITE COOLING \:1 I Tl::. i...J: ElHT ING f:; I TE F~ECE:PT?'~CL.E 53ITE FAN EH TE HOT l.AJATEf~: 1-'iNNW-'il.. SC)Ul~CE ENEFU,Y UBE E3T I 1'1ltfTE ( ~::'.BTU/BG! .. FT. ) =====================a·====d==================== ~30URCE HEr-1TING SDUF~CE CDDLIMG !3CJURCI::: LIGHTING EOLmCE nECEPT(.~CL.E q i"ll. 11::;, f"' 1::-F'?V'-! E30Uf~:CE HCJT \•!r~ TE.:F:;: :l.:l .. 4 :I. f.:J • 0 !:) r. 0 ... ,.. / " t, 4:1. " 13 :I. 6. u :~'.O. fl () ll -i-I ==============~====================~===~~===~===--------~---------~~-- ANNUAL SCJURCE COMDITIONING ENERGY lJS~ ANNUAL qn~Pr~ ENERGY USE ESTIMATE IS 33 .. 5*1.027= 34.4 KBTU/SQ .. FT. 93.6 KBl'U/SQ .. FT. .......... -............... -..... -.. , -.. :::; .:::: : .... ::_ :"·· .......... _,, ::!" _,. '":' =-"'!, ::= ::::: ::::: •:::: .:: .. ::-::: :":' ·:": .............. : .:! '.: ........ : .. :. :;;:, :: ....... , .................... ,,. ........................................ , ................................................................... ' ..... , ... . .... .... •.•.,.• . -~·~·.·::• ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0E ****** *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARD*** DA-rE: 05-18-1987 TIME~ oo~.09~::::;o ***************************************************** FIL.E !\!AME BUILDIND TYPE BUILDING TITLE (.\F:EA < r::-;GJ. FT. ) ********~~**** KEO.HPO CJFFICE Pfill"l{)F~Y Di!°)TP1 *******t:**;/'.>l; KAISER ELECTRO OPTICS PfH::JE ~ :1. :~:; F.::):1-f:~F\ J 1:1J::< l.•J(~L-L n n II n a n n u II n rt rt 11 n n n 1r II rr ,, 11 r: n u •: 11 n II u II n II h II n a II n a 11 1lLf.t.1- WlNDOW NORT~/NORTHEAST ·~········••••••••••••··~···· 96 E:f.4S"'f" /SOLJ-r~·-11:~t=)~:;-·r u " rt ., " " n II u " " If I~ ., " « " n " " " n " " " II u " " () !::"lCJUTH / SOUTl···l~,11::J:;T • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • 0 WEf}T / I\IOF~Tl···JVJE:.~rr " " " " " " " " i: " 11 :: II ., " ,, .. u ,, " u " 11 ti " u n u ti () l=<DCJF " .u n " II If II II n a n .It n n ff ti n It II n n II " " II II II n II " n ti II :t II It l1 II ft n II u II n u " JI u It c::11::~:0LJJ\I[) Fl....(.1(:JI::~ ir u II rt a It II " n 1• h II tt II ti n II II ti II !I II If " .. 1f n n " rt rt rt It ti tt II If II n If II !:H)~~~2: TOTAL CONDITIONED FLOCJR ............................... 5022 "R"-VALUE <EXCLUDING FILM RESISTANCES) ************************************** l.iJ(..'iL.L .. f3 u tt II u ti u II n u a n n II a tr ~• 11 ti II tt n rt II u II n II n u r. 1: :. II It u u n II u u n II n n 11 11 n t1 :J. () i:: -'l i'f WINDOW <INCLUDING INSIDE FILJ1 RESISTANCE) •.•••.. ~ ..... 95 F~[)QF' 1.1 u a tt tt II n n n u u n If II' n n :z II II ti tr ti n u II 11 11 11 11 u i· n 11 11 n II n: rr r1 tt rt n n ii u 1t 11 r. n :I. f::! tt f] i:::t, .. (J()l;1 11 11 n n ii 11 11 n n tt ,s tt rs u 11 n n II It tr 11 11 ., 11 n tt u ,: n r. 11 r 't n 11 tr :t II tt u II n rt 11 n = 11 n () HVAC SYSTEM *********** HEATING EQUIPMENT TYPE CDOL I !",!(:3 ~::(JU I F"MJ:.l\fT TYPE If JI II It II ff U It 11 II ~ II II O 11 ti 11 U ft JI rt 11 11 It ti II II II !I n It It II It ti II IT II It II 11 :: II :" ff -:: r. It ti It II U n n rt ti: It If If II ti :-; E(;QN[JJvj I ZJ:::.'F~ .. " ...... 11 n tr a a--n n tt n ft n ti t1 11 a II n -: 11 u 11 ,: t: n tr II r, rt n n n u rt ::, tt u n n FAN POWER <WATTS/SQ.FT.> ................................ . HE::1-:1T PUMP {.)Ir.:;; CDl\!D IT l fJh!EJ~: YES AIR CIRCULATION RATE (CFM/SQ.FT .. ) ....•.....•••....•.. 1 DTHEF~ *~<*** AZIMUTH OF NORTHERN BUILDING ORIE!~TATION ............... 45 3H(4D I NG CCJEFF IC I EI\IT •••••••••••••. , •••• ,. •••• ,. .......... . HEAT CAPACITY OF EXT. WALL (BTU/F-SQ.fT .. > .............. . LIGHTING LEVEL <WATTS/SD.FT.) ........................ . f:L .. llOF< l~'{f=•J:~ JI n n n u u II II n ft ft 1, tr II SI ft n II II n n rr u 11 rr ti o u II II 11 11 u 11 11 It n 11 11 11 n 11 11 CL. I 1'1(.:iTE ZCJl,JE n II n n ft n n II n II II II II It It It rt It II II ,, it II II 'I II II II " II Ir n If IJ, rt n II If n II fl 1. 6. 79 - 1. :I. E;1....1-:)B 7 ··•'•" •• ',!,1 ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0E ****** ;-~ ~<:{{ 2ND GEN!::.R(.H I ON NCJNF:r:::s I DENT:U-=1L EMl:::J~DY ElTf~NDAFm * * * *******.**************************1****************** DATE~ 0'.5·· .. :I. B··· .. :I. ?07 TI ME: 00 :: 07 :: ::::;El Pf)GE g :I. 4 PHYSICAL PARAMETERS ******************* F.3ECC!l\!DP1RY ))(Yr f::1 *"**********:,n,:~'.. DDDF~ r.:;i::;:Ef.:) ( SG!. FT. ) • ,, •• ·n ........ " " " ..... ., " • " " " .. " " " • " • " " " .. " " • " ••• " 0 DOOR 'R"-VALUE <EXCLUDING FILM RESISTANCES) ............ ~ ....... 0 ~\J(.:)I.. .. L P1J?.<f:)(JF;:1:::,-r I\..) :i:-rv a n n ti ti II n " II n II II II II u II .It II !T II u II II II " I' It tt II " ti u :1 II II It II 11 " n :t ::I II ,. / "T F\C)C)I::' AE~E)(]F:~r,::··r I \,.I I T'Y " tt It h II " n II ti II n " II ,. 1: 1: II II 1: II 11 " n n fl II II n II II II II 1: fl .:: ,, ,1 u t: ~ ,: I: II t: ·7 CEILING HEIGHT (FT .. ) ............................. """ ••••••••• , 9 ~3HADI!°'!E; ******* SH(-)DING cnr.::·1:::·r.::--rr'TENT ~ NCJnTH/NDi::;:THE{-)!:.l·r •• " ... , .. ,, •••••• ,, • ".,., •• E::{i~'3·r ;~:}(]lJ''f"I .. Jt::::{N)~;3·r II It II n b ,I r. " " " It " " u fl u " n " ff u fl n : SOUT~/SDUTHWEST ...................... . .....• t' 11 / • •• ) "'l-'-;:I" II I ... :, : WE:.}31" /1\J[)f;trl·HJ\lE:.E(f :I 1: tr If rt n If II " ri tr II II n II n n n It It 11 II 11 11 ·;::~ DOES THIS BUILDING HAVE WINDOW OVERHANGS ..................... NO . NO DOES THIS BUILDING HAVE WINDOW SIDE-FINS .................... . MECHl-1N I CAL ?~J\!D ELECTF:: I cm ... ************************* Rf-rTED l···IEr-Yr I I\IG EFF IC I EI\ICY ••••••• " ••• " ••••••• " •• , •••••••• " •••• F;:(..) TED CCiDL. I NG EEH . " ... n ••••• u •• " • " " " " • n ...... " •••• tt • " " " •••••• " • t•JffTEF~ ~--iEr-:frE~F( TYPE ••• " •••••••••••• ,, ...... " •••••• " ••• " .... • " • • • • ElPEC I Pil FT~(..) TUHES **************** f'.] II ~,'2 DAYLIGHTIN!::) STRf-HEGH:~f.; .......................................... r·-10 SOLAR WATER HEATING SYSTEM ................................... ND • .,, ****** SCM ENERGY ANALYSIS MODEL VERSION 2.0E ****** I)(..)TE ~ O!:.:·; ..... :I. 1:3-··· :!. !?87 *** 2ND GENERATION NONRESIDENTIAL_ ENERGY STANDARD*** TIME: 00::0?~4~:'i P?"~GE :: :I. !:.i ***************~****************t******************** SCHEDUL. I NG ********** F :r. XED l)(.~ .. 1·ri *******'*** OCCUPANCY LEVEL FDR OPERATIONAL PERIODS <FRACTION) 1 DAY••••••••µ•••••••••••••••• .546 (~'-.JEF;:(~(3E LIGHTil'-IG P1ND F~ECEPTACI ... E I. .. EVE:L FDR OPERATIDNAL·PERIODS <FRACTION) :DAY PERIOD ............ 703 :I\IIGHT F:·E:JUDD ............ :1.44 EQUIVALENT OPERATIONAL HOURS PER YEAR ;LIGHTING <DAYS> ...... 2915 :i 1.... I (3HT I NG (NI (3HTG) • • • • :::?:.Vi' ~ F;:1:~:c;t:::F·'T·~~1c;L.1::: 11 11 u " 11 " n " n " ,, ::i::?"7.l~ ~ J:::· (..~f\f E) 11 11 ,: 11 11 n 11 11 t1 11 11 11 u n u u u ff,5 :J. E:l ;WATER HEATER ••••••••• 1770 NUMBER OF NON-DPERATJDNAL HOURS PER WEEK I)(..) 'yJ F=1F.::f~~ I C)D " u n u u II u n 1, 11 " n II o n II rt 1: n u n " •1 u n II n n tr ti rt n II u 11 11 n u n II n II n n 11 :2:i·:? !\! I C:'! ~ .. 1 .. r ~-=1 f.:: 1:;,: I C} f.) n II II rt n " n If II n II n r. II II ii II 11 II II fl II ti It II IT u rt " It " II II " II ti ft rt II rl " " " ,tl f::> NUMBER OF HOLIDAYS DURING HEATING SEASON .•••.••........•.... ~ NUMBER OF HOLIDAYS DURING COOLING SEASON .•..••..••.....•.... 2 ~3ET-PDINT TEl'-'IPEF;:ATUF~E CF) l,\IINT[F< ••. , ••••••••••••••••••••••• 70 l.<J I NTEF"< E;ETBP1CI< • ., ..... ,, •••••• ., • ,, • ,. 40 PHYSICAL PARAMETERS ******************* INSIDE FILM RESISTANCE ~=)l.Jf'"'IJ\o'Jj,;;:F( E)f:::: 'f'LJF1 11 u 11 11 n n n r1 n u rt 11 11 tr n 11 1r 11 11 n 8~.) i~AJ.. .. L .. ~:) 1r II 1: i; II II II II fl 11 ff tr U It II tr II ti II :t II' II ti fl rt It tr r. J: ,, n r.:}E:} F~()(]I:::· n :r n n n n 1r 11 11 n II It u n 11 11 n 11 11 11 tr u u n 11 11 11 n u 11 u ,, "j~ l:) f'.:'L .. CJC)F~ 11 .• :1 11 n ,. 11 ri II n r1 11 u rt II n 11 11 11 ss II a:-11 n 11 11 n u 11 '1: rr ·:7<!:) INFILTRATION RATE DURING NON-OPERATIONAL HOURS <CFM/SQ.FT.) .. 0284 SlU)B F~LDCJF;: 'U' --VALUE ( BTL.J/HF~--.. f:3Gl.. FT .... ,-F) ................... " • • • • • Oflt.:,:;? INTERNAL LOADS AND ENERGY *************************. RECEPT (-)CLE PE(.-H< LOAD ( ~1JA'T"rE;/SGL. FT. ) ••. , .... ,1 ......... ., • • • • • • .. • • • • !:5 WATER HEATING (BTU/SQ.FT./YEAR> •.••••.••.••••••••.•••••••••. 64 PEOPLE SEf"\!13 n::iLE !....CJf..m c BTU I Hf(l PEr:muN > ...... , .•• ,, ....... ,, .. • .. • • .. • • • • ?::::;o PEOPLE !...ATEI\IT LOAD (BTU/ l···lf:U F'EF~:E-HJI\I) · •••• ,1 ................. ,. • .. • • :1. 90 AREA PEF: F'E~RSDN (SQ. FT. / F'E:RBCJN) ••• ., ... ., ••••••• ,, •••.•• ,, • • • • • • • • ::,::::50 .. ,,.: .. ****:i<** SCM E:.l\11:~RGY {-:iNf.~LY!:HS MODEi.... VEP!.:lICJ!.,! :.2 .. OE******* *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** ****************************************************** Dn TE~ O~~; ..... :I. B-··· .1. '11El7 Tl ME:: 00:: 1.0:: 01. F'M3Err :1.6 CLit'l1~TE ZOl\lt:: !::IUIL..DING FIL.E . KEO .. HF'O OFFICE 8U J L.D I NG T'{PE 81....IIL.DIN!3 TITL..E ~ KAISER ELECTRO OPTICS ======~========================================= NIGHT ............................................. -._ .................... .. El PT :L ·-· BPT2 ·-- BPT·:::: .... 57.07 f.:i4. 46 T:~. 83 BPT:I. -··· DPT2 ···· DPT~5 ···· HDD CDD 67 .. El7 76.46 7·7" ~:=.i:3; HDD CDl) :l.:l2 .. 0b ENVELOPE HEAT TRANSFER FACTORS (BTU/HR-F> --=~=-=================~~~~~--~-----~---~ f'l\)FJ:;,1.~1_1 Eil..J ! LD J NG ENVEL.OPE HE::P!T Tr~<-~NhFEn nP.1TE ( [,\I l NTER) n\_J1:~i:-;•t.~1._1_ HE()T Tf::(.~!'!f.3FEF~ FACT DR '' K" ( t,,J I NTE::r:::) OVERALL BUILDING ENVELOPE HEAT TRANSFER RATE (SUMMER> O'-/ERP1LL.. HEAT TRANSFER FPrCTOR "I<'' < E:,UMt'lEn .l HEATII\IG COOL.ING (...)NNl.lAI.... I ... CJ/'.)I)E; < MH·ru :• !3) i::::t::::=:::::::::::::::::::::::::::::::::::.:::::: .. ::::: ...... : ............................... .. ====================~=~~~~-------------- 1::;ITE HEATINE·) SITE CODL..ING SITE LIGHTING r; I TE F<ECEF'T P1C!...E 3ITE FAI\I SI TE HCJT ~,,if..)TEF-'. o.oo ANNUAL.. SOURCE ENERGY USE ESl.IMATE <KBTU/SQ.FT.) :::.": :: ... == ::;:: ::::: ::::: ::::: :::: ::::: = ::::: = = ::::: :::= ::::: ::::: :.:::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: :::: :::·: ::::: -=·· .... _;,. ........................ ··-......................... _,. ................... . SCJUl:~:CE HEt'-l TI NG f::;our;:CE CUCJL. I !°'![3 !3DU!=<C'.E L. .[ GHT I l\li3 SOURCE RECEPTACLE cu_-111J::;,n~: F~~!\! flCJURCE HUT 1.,.1(..'.!T!::f;: ::::;f:.i<J, 4 :I. fl;:i :I. .. 1.1 :I. T~:; li .. 0 C? fl ,::y :J. ~::5 ti () :1.0. 0 6:1 .• 'l :?Cl .. :I. i::)11 () ~:::<::)II\? :1.6 .. B :1.6.:5 () II "/ -=======================J==========~====~~=====~---------------------~ ANNUAL SCJURCE CONDITIONING ENERGY USE ANNUAL SOURCE ENERGY USE ESTIMATE IS 24.7*:1..027= 25 .. 4 KBTU/SQ.FT. 79 .. 7 l<:OTU / 13(;! ,. FT .. --:.·::::;: ::;:;:::: :;::::: :::: :::: ::::: :::::::::: ==== ::;:::::::::;:::::::::::: ::::::::::::::: :::::::::::::::::::: :::::::::::::::::::: ::·.::.::: :::::::::: :::: .:::: ::::: .... ::..: -·· ................... ,_,. .. · ........ · .. ·-·· ·-· --................... , .................... _ ............ ,.,_ ............................. .. ( NOTE: l KWH= 10.239 KBTUS OF SUU~CE ENERGY ******* SCM ENERGY ANALYSIS MODEL VERSION 2.0E******* *** 2ND GENERATION NONRESIDENTIAL ENERGY STANDARDS*** ****************************************************** HEf.HI!'!G COCH •. ING ANNUAL LOADS (MBTU"S) =================:~== P1NNUAL · SI TE ENEFi:i:JY nE:GlU I 1::;:E!'·IEI\ITS ( M.E!TU, l:3) ::::: ::::: = :-.:: ::::: :=. := ::::: ::::: == :::: ::::: ::: ::::: :::: ::::: ::::: ::::: ::-.: ::::: ::::: :::::: ::: ::::: ::::: ::::: ;:::: ::::: ::::: ::::: ::::: '!!::: ::::: ::::: ::::: :::: ::::: ::::: ::::: ::::: q 'J' TJ:~ HE::.? TI!\!(;) s :r. TE rnni. T l\lf'::; <:::TT1::.· LI(:'iHTING SI TE i::;:ECEF'T/-~CL!::: ::3I TE Fr-i!\i ~; I TE: HDT l;.J{~ TEP . ii •... D{~TE ~ 0~5-.. :I. 8 ..... :I. 9El7 TIME~ 00:: :1.0~ !::iD PfiG[ ~ :I. 7 :1.4.El :~;ij. Jl ~:;' :J. ~:;:::; rl () tJ4., :I. [)9,,4 ANNUAL SOURCE ENERGY USE ESTIMATE (KBTLJ/SQ,,FT.> :::::::::::::::::::::::::::::::::::=:::::-:::·.::::::::::::::::::::: N_,.,:::::::::: :::::::::: ::::: ::::::=:::-::: :::::::: :::::::::::::::::::::::: ::::::::::::::: ::::: :::: ::::::::::::::::::::;:::::!! ::::: ::::::::::::::: t~n1 11::;,r-~:· HE!-~T :r. NG <:::rn 11::;,r~:· CDOL.. I !\!G SClUf~CE LIGHT I I\H3 SOURCE RECEPTACLE ANNUAL SOURCE 'CONDITIONING ENERGY USE {.'.\\\!!\!UAL '~~DU!::;:CE ENEF,(:lY Uf:"iE E!::lT I M(lTE ID <;=> .. !. 40.0 16 .. 0 36.3*:1..027= 37,,3 KBTU/SQ.FT. (r/.J..7 !<BTU/SlU .. FT, ..... _., ·N---_ .. .,_ .... , ..... NO-..... --·, .. N, -· -· --..... --....... HHO -.,_ ............... OHfO ......... , .......... ·-· ,, .. , ... 0 000,< H .. "''' ""' ..... u,,, 00000 ""' .......... , .... :.::: :: •• :::::: ::::: :;::; "::;---:-::: ::::-" !"" ---: =::: "": ..... :"• --',,--· ":" :.':" -::• ( NOTE: 1 KWH= 10.239 KBTUS OF SOURCE ENERGY) -~···· •·\·('.".' '• • •• •<I•••, I .Envl~lope Surnmary Forrn and Worksheet (P~rt 1 of 2) ....... _. For Enforcemenl Ageney Use Only ProsectTiile . Crc:Pc G-8-91 ~lion Aulhor/Firm Dam Roof A B C 0 Roof Propo$&d ma/ Type Arn A-value A-vi.alue -~L 1..0 C::.d 19.~A Total 'Z.o~4 Total . A.-..rllQ• A-value L.j __ ___. Co!BIColD Glazing in Roof A B C 0 E Surface Ar9a Type Hor1h East South West - Exterior Wall Area Ch9Cked By Exposed Floor Area/Soffits A Floor/Soffit TyJ>9 - ... Total ' F HortzontaJ ' Total B C D Propos~ kw•' Art11 A-value R·v.lvt " . .. " . . .. Total A~Qe A-vaJ1141 .._l __ ___, Col B / Col D G H Total (At) P"'f)O-.d U-valut Prorcwd A B C O E F Nonh 8)0 Form Rev,sod S.ptember 1906 · Dale Page __ :,f __ • •1:1,·· •• ···.·· '••::t.• ,~ ..... . · Erryelopl) Sun1mary Forrn and Worksheet {Part 2 of 2) CF-i For Enlorc::ament Agency Use Only H·P-1 Date coo:pawaWWWWQ.UOJIJj ;;;a41a,a;w; z zazzu;;aw,.;asw .... ,wwwuwwwa **== Opaque Exterior Walls· and Doors A B C b E F G H J K . Surfaoe ma l'ropos!Pd Wall Requirement wan Nortt{tlli' E~~E;) So,.,~W Wesl To!JII Hut A-Value A-Value Type (Ao) (Ae) (As) (Aw) (At) Capacity (Rt) At/ Rt (Ar) At/ Rr t"l_ 1:e::;-c::,•4 144 l~A ~S'I IZZ..rJ ICo."19 II ~7 - .. i - .. - - .. - - - - Totals £;1' 4 14~ I~ S ?. ~ I I Z. 2 'l Total Total -Ptt:,poted R&Quired W.tght9d Av.rage R-Vw. j l Col F / Coll ~--] Col FI Col 1< Glazing in Walls A B C D E F G H J K Surfllot ma ., IGlaz ing Cha111citl ri s ti c:s Wei9hted Averages Glazil"!Q No~w Eas(t-Ja s.o"'S'-' Wnt Total Total Aru West Area Totnl Are~ Ty~ (An) (A.) (As) (Aw) (Al) U-Value SC 11 U-Value xSC • SC . I "2.\(..,. ,., 7,, 32 I <14 ~(:,4 ,~q / '7 't . : I .. Totals ZI l. .., ~ ~'2-'</ ~:, 4b4 'rotal1 I U-Vwut West SC Total Sl Awraoe• I i . .-:J Col I / Col F Col J / Col E Col K / Cc1 F t"'"'-,·-r"l.., ... ,..,...,-4 C"' ...... ,,..,_,-.,.,r 1r.ipi: ' . Page __ ,r . __ Envelope Surnmary · Forni and VVorksbeet {Part ·1 or 2) · · GF-2 For Enfort(!men! Agency Use Only Oa,. Chocktd By . Dale ______ ..,,..,_,_,_,.,, ______________________________ _ Roof A B C 0 Roof Propo~d NV;'#!/ Ty~ >-rea R-value R-val~ l \'II 'i l\ "\ q l'1,~B Total ,, '79 Total ' Average R-value ._! __ ___. ColB/ColO Glazing in Roof A B C D Surfac. Area Ty~ Honh Eut South - Exterior Wall Area A B C D I ' s~-1 Nonht-1~ Eu1 NI Soun l~Z {dl '2 (,, 4 .. Form Aevtsod ~ptember 1986, E West E W11st 2'1Q Exposed Floor Area/Sof fits A Floor/Soffit Type - Total F Horuo~tal . ' Total F I~:: I " B C 0 lw• I Ar .. l'ropond R-valUII R-vah.,. G .. .. " Total AY9r9ge A-value{..__..__ _ ____, Col B / Col D H Total (At) p~ U-value Progg-.d . ,, Page __ ::,I __ _ '.;.;.•,•,• .. •'•\":.1 ,:,• ... . ·En~elope Surnmary Form and VVorksheet (Part 2 ot 2} CF-2 GU!b:T(lo o<'I '(_ 5 For Enforcement Agency Use Only Documentation Aulhor/Firm Date Opaque Exterior Walls and Doors A B C 0 E F G H J K Surface Aru Propos&d Wall Requirement wan North 'tl"' E~ti,J ~f>->) W•J1 TolJIJ Hui A-Value R-Value Type (Ao) (Ae) (Aw) (At) Capacity ~Rt) At/ R1 (Rr) At/ Ar t,L '2...a ·~o IBA 2,.l!J () ~,2-.ff,..'lei 11.~1 .. .. . .. •, ' ~· - . " ... ,., Totals 74( l.6 180 Z."10 ~ 12. Total Total Proposed Requ_,red Weighled Aw,..ge A-Value l I Col F / Coll Col F / Col K Glazing in Walls A B C D E F G H J K Surf:aot AA a •! Gluing Cha111C19tislic:s WeiQht9d Avet119es Gluif'l(J Northl--l-....1 Eastr,.1 Sovth5'-" Wnt Total T01J11""91 West AN111 To!al Area Type (An) ("4) (,'.,) ("w) (At) U-Va.lue SC JIU-Value x SC X SC I'$ '8 '70 ?..J4 I Pi; '7~ : .. .. .. ·- - ·- - . - -1~9. fJ(.,.· . Z-1 ~, Totals '' ·-.. Tota11 -U-V1h.1t West SC Total SC AY9f11QCJI I I J Col I / Col F Col J I Col E Col K / Col c r-••. _ ,..~ ... ,,.....-~:-,,.._,..,,,,op,; Page __ :,I __ '•'.!.{/' • '.• 1 \tJ•• • • ' •, ' • ' • I , • , • , j ,'o', .. I Envelope Surr1tnary Forni and VJorksheet {Part· 1 01 .i) .,. ,)•., .. CF-2 ~s<Sg. GLan:o For Enlorc:eme111 Agency Use Only 5-a-a,, Docu-r.oncaDOO Aulhor/Finn Date = WWWW WWW A ,wwww Roof Roof Type 1 Total B C D ProPos.&d Areal Aru R-v.,Juo R-val1J41 ·321-?l IC, ,~P. ~ '2:Z.. '2..1 Total A~,· R-value ._I __ __, . ColB/ColO Glazing in Roof A B C 0 Surlaoe Arn Type North East South - ' Exterior Wall Area E Wes! A B C O E Nont, 0 •~~-i I .... I Souffl Form Revised ~ptember.1~6 Checked By :euca N&tas zwwwz MilifWW_W - Exposed Floor Area/Sof fits Floor/Soffil TyP9 0 ,- Total F HoMlontal Tolal F Tolal B C D NH/ Ar-91 Propo,ed R•valut A-valve G Total AV1K11g11 R-va!ue[ ,_ __ ___, C¢1 B /Col D H Total (At) p~ U-value Prorc..d ... . .. . . .. . .. . .. ,, Dale Page __ :ir __ :·:·:·· '.:-.:·. . . . ~-Envelope SunHnary F~n ii. and VVorl-<sheet (Part 1 of 2) ~~oc €.Let1J~u k:,mt>s- rm WWW.WI Roof A B C 0 Roof Propow-d Area/ Type Aru A-value A-value ~ ~OZ'b 'lCi,<,<t> •--,,-•:"1 .. •· .. . . Total 5o-Zt Total AV9rage A-valve ._! ---J ColB/ColO Glazing in Roof ... A B C 0 Surfaoe Area Type Horth. East Soulh .l/ Exterior Wall Area A B C D Surfaoe Ar.a Nol'1h Soulh Fonn Revised S.prember 1986 :· For Enforc:amonl Agency Use Only Dalll ttf-lo · Check9d By Date ==-• AWZWWW:¥ I A$ QQ.J WWWiwwwz Q r •= Exposed Floor Area/Soffits A B C D .. Floor/Soffil l'ropo,~ ~-, Type ,.,,._ .. R-valUI A-value .. .. -- (') . .. . . .. Total Total Avenige R-value [.._ ____ ---' Col B / Col D E F G H We.st Horuontal Total (At) Pmpoted ProrcM<f U-v1lue .. Total E F West Pa911 __ :,I __ :En~elope Summ·ary Forrn and Worksheet (Part 2 of 2) CF-2 For Enlotc:8ment Agency Use Only Prosec:t t,i!. . . ~Y'h 0: s--8-9" Documentation Author/Firm tte ... ,o Date -& Q ;;a,...,.:.::£UiWQ!S ; uewu r : paa.:.aawwwwasw ••• Opaque Exterior Walls and Doors C D E F G H J K Surfa~ ,.., .. Propos&d W~I Requirern~nt wan Nonh Ea.stf,10 South West Tot.I Hui A-Value A-Value Type (Ao) (~) . (As} (Aw) (At) Capacity (Rt) A1 f Rt (Rr) At/ Ar '2 444 4'14 Ir •. '1G 11,"'17 i .. . . Totals 44·"1 44q Tola! Total . Prt,posed R9qu1red Welgh18d Awra~ R-Varu. l ] ,.___] Col F / Col I Col F / Col I' Glazing in Walls A B C 0 E F G H J K Sur1'1lov Aru •) !Glazing CMTaCUltistics WttiQht9d Averages .. Gluing Norih East,-..)6 South W"t Total Total Ar111 We11Ar1111 Total Area Type (An) (Ae) (As) (Aw) (Al) 1,1-Value SC x U-Valutt x SC X SC .. I q(,, tq (,.., I BG:\ I,...,~ - : . - - - •· - .. - - ·- Totals "'I { ... t'I I.--Totalt -U-Vaiu. West SC Total SC L--.----'-_ _.___J CQI I / Col F Col J / Col E Col K / Col r: Page __ JI __ H'\I AC Power 'Indices s:ummary Form a'nd Worksheets For Enforcement Agency Use Only ProJectTIUe ( Documentation Aulhor/Firrri ~(J-1 --------------------------------------------- Date Checked By Date Summary Data 1 ·. Condtioned Floor Area • • • • • • • • , • • • • • , • • • • , , , • • • , , • , • , • • • • • , • • 12, O ) 1 rt2 2 Total Fan Watt. During Peak Cooling Conditions (from Worksheets below) • • • • . • • • • • • • • • • , • 1., 0 2. kilowatts 3 Fan Wattage Index (Line 2 x 1000 / Line 1) •••••••••••• , • , , •• , ••• , , , , , , , , • i Cf 8 fu Wattstft2 4 Total HVAC System Energy During Pe_ak Cooling Conditions (from Worksheets below) , ••••• , ••• , IB l, 81 kBlu/hr 5 Cooling Power Index (Line 4 x 1000 / Line 1) •••••••••• , , , , •• , • , , , • , , , , , , , • 6.!h l 'l. Btu/hr-ft2 6 Total HVAC System Energy During Peak Heating Conditions (from Worksheets below) , , ••••• , , , • \ 0~13:.8 kBtu/hr 7 Heating Power Index (Line 6 x 1000 / Line 1) •••••••••••••• , •••••••••• ·, • , •• SI_ 1 '1 '-:l Btu/hr-ft2 Fan Energy A B C D E F G H J Brake Horsepower Motor x Drive Efficiency Peak kilowatts Equipment Conversion Number Mark Description Cooling Heating Cooling Heating Factor Fans Cooling Heating f,t(/-l lNDoo~ {?l4i,.ildl 'L, 'L "2, z , A\ . Qi\ 0.748 I 2. c_'l. 2,07_ 0.746 0.746 : 0.746 1 0.746 0.746 0.746 .. 0.746 0.746 -·· ,. " Total kilowatts 2.,02 z,oz Heating and Cooling Equipment A B C D E F G H J Cooling Healing Equipment Design Conversion Source Design Conversion Source Mark Description Output Efficiency Factor kBtwlir Output Efficiency Factor kBtu/ht na All Fans. l_,62. na 10.239 2.a;b0 1,,..o_t, na 10.239 io.f.· '.> From Worksheet Above t\'V • I Pre. 1-t e 'l\-i P..i f'(\ e e,q 8, '2.. lo '219 Ill \ 3 Bo 'Z., ~ 't,.. Br r, I -- - " - .. -· ( Total l3'L,$f Total I QI'.&, :y , Form clevised S,?ptsrnber 1986 Page . _ '.lf _ ( ( -HVAC Power Indices S.l)mmary Form and Worksfi.eets c·F-4 Pro1ect ntle k c£. 0 For Enforcement Agency Use Only jc. ¥In ft: s--'2,-'a '7 Documentation Aulhor/Finn Date Checked By Suf11mary Data 2 3 4 5 6 7 Condtioned Floor N'88 • • • • • • • • • • • • • • • I • • • • • • • • .: • • • • • • • • • • • • • I f 11 , Total Fan Watts During Peak Cooling Conditions (from Worksheets below) ••••• , • , •• , ._ • , , • • 1 SJ.~ Fan Wattage Index (Line 2 x 1000 / Line 1) ••••••••• , ••• , • , , • , • , , , , , , , •• , • . , 4 Total HVAC System Energy During Peak Cooling Conditions (from Worksheets below) , , ; •.. , , , , •. G,::), <.. Cooling Power Index (Line 4 x 1000 I Line 1) • • , • • • • • , • • , , , , • • • , • , , , , • , , • , • 5 4, ~ Total HVAC System Energy During Peak Heating Conditions (from Worksheets below) , • , , , • , , , , •. $0, g Heating Power Index (Line 6 x 1000 / Line 1). • , , ••• , ••••••••••• , • , ·, ••••• , • t\'2, 7 :f Fan Energy A 8 C ·o E F G H .. ft2 kilowatts Watts/ft2 kBtu/hr Bb.J/hr-112 kBtu!hr Btu/hr-112 Date J Brake Horsepower Motor-x Drive Efficiency Peak kilowatts Equipment Conversion Number Mark Description Cooling Heating Cooling HealiDg Factor Fan1 Cooling Heating H-P-i; 11->0o~ 'l,t ,._-.,(' I~'"½ I S'""L, • rJC r'?<a. 0.74e I c,; 2"1 .. ~7.,r. 0.7-46 ---' 0.746 - : 0.746 0.746 ·-0.746 .. 0.7~ 0.746 0.746 Total kilowatts I 5°'2,'7 I S'l,,.'J _ Heating and Cooling Equipment A 8 C D E F G H J Cooling Heating Equipment Design Conversion Source Design Conversion Source Mark De_saiption Outp~t Efficiency Factor kBb.J/hr Output Efficiency Factor kBtu/hr -na All Fans If t_ '1 na 10.239 5,410 ,r?.,1 na 10.239 5,4o From Worksheet Above l-t(L~ Pll, ,-1 t-:'.~-r ().; rnP 4~-q,~ -,~, 1..1'\ <~,1-4«?:" 3 '?... <:1 <' - - - Total &1,(a Total C:o, 4 Form Revised S,:-ptember 1986. Page ... -JI __ ( ( H'y AC Power Indices Summary Form and Worksheets 'keo For Enforcement Agency Use Only Documentation Author/Firm . Date Checked By Date ------------~-------------------------------Summary Data. 1 2 3 4 5 6 7 Concitioned Floor Area • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , • • • • • • p.1 l, 1., Total Fan Watts During Peak Cooling Conditions (from Worksheets below) •••• , , •••••• .-· • • • • j., 4 ']. Fan Wattage Index (Line 2 x 1000 / Line 1) •••••••• , ••• , • , •• , • , ••• , •••• , • • , "\ 5 Total HVAC System Energy During Peak Cooling Conditions (from Worksheets below) •• , ••• , • , , • 12<o al B Cooling Power Index (Line 4 x 1000 / Line 1,) •••• , •••••• , ••••• , , , • , , , • , , • , , '?:>9 i l b Total HVAC System Energy During Peal( Heating Conditions (from Worksheets below) , • , •••• , , 1 • JOb ,')iS_ Heating Power Index (Line 6 x 1000 I Line 1) •••••••••••• , , , • , •••• .' • , •• , , , , i. \, 'Z. '1 ft2 kilowatts Watts!ft2 kBlu.lhr Btu/hr-ft2 kBtu/hr Btu.lhr-ft2 Fan Energy A B C D E F G H J Brake Horsepower Motor X Drive Efficiency Peak kilowatts Equipment Conversion Number Mark Desaiplion Cooling Heating Cooling Heating Factor Fans Cooling Heating 1-t<l • ., I t-'-0 o~a. s ~ !:$'IL l.l> l, /,-,. I Al I SJ. 0.746 \ -I, "l'l \, 41) ~ .. . 0.746 0.746 : 0.746 0.746 ·-.. 0.746 .. 0.746 0.746 0.746 Total kilowatts I, 4 '1. l',4'1 Heating and Cooling Equipment A 8 C D E F G H J Cooling Heating Equipment Design Conversion Source Design Conversion Source Mark Output Efficiency Factor kBIU/hr Output Efficiency Factor kBtu/hr na na na 11()-1'Z..-o,'Z,,3 _ Z,.8 Total Total Form Mevised_ Sepl£mber 1986 Page ·-· '.Jf ,, ( ( HYAC Power lndlces·surnrnary Form and Worksheets ... .' .. •.•, CF-4 l( ~6 For Enforcement Agency Use Only k-Mfr Documentation Author/Finn Date ~f-16 Date Summary Data Concitioned Floor Area • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • · Go 2 Z tt2 kilowatts Wattstft2 kBtu/hr 8tu/hr-ft2 kBtu/hr Btu.lhr-ft2 2 . Total Fan Watts Duri~ Peak Cooling_ Conditions (from Worksheets below) • , , • , , • , • • , , • , , , ._t.J2.Q_ 3 Fan Wattage Index (Line 2 x 1000 / Line 1) •••• , ••••••••• , •• , • , ·, , , ••••• , , ~ 4 Total HVAC System Energy During Peak Cooling Conditions (from Worksheets below) , , , , , , , ; , , , I (;;i81 Zb 5 Cooling Power Index (Line 4 x 1000./ Line 1) ••• · •••••••••• , , ••• , , , •••• , , • , • "3?>; S:: 6 Total HVAC System Energy During Peak Heating Conditions (from Wotksheets below) , • , ••• , .• , 1 , t4 0, 4q 7 Heating Power Index (Line 6 x 1000 / Line 1). ~ ~ • , , • , , , •• , • ,·, , • , •.• , ••• , , , , .2,!1 1, TI!Ji Fan Energy A B C D E F G H .. J Brake Horsepower Motor x Drive Efficiency Peak kilowatts Equipment Conversion Number Mark Desaiption Cooling Heating Cooling Heating Factor Fans CQO!ing Heating . . .. H-f-1 I tJQo;,t f7> wt1J-· 'I.Cf6 . l, Cf~ ,B1 i Bl 0.746 I ., . .a 1,,8 0,746 l .. 0.746 0.746 0.746 0.746 0.746 0.746 0.746 Total kilowatts I, 6'.,. , • P,. Heating and Cooling Equipment A B C D E F G H J Cooling Heating Equipment Design Con.version Souroe Design Conversion Source Mark Description Output Efficiency Factor kBtu/hr Output Efficiency Factor kBtu/hr .. na All Fans .L'3i'J na 10.239 .19-~3 . LB.t> . na 10.239 18,43 From Worksheet Above J-tt'-tO p~ l-r1"' (NY'l\. () \ '2.6 9 '2. lo :Z-3t\ J4t,, ~ 1 I l y'\ 1, .,_ 3 l '2 'Z. ,() "' I .... ' .. - Total /68,2~ Total M61.4r1Cf Form r:ievised Septemper 1986 P3ge of ( Mandato·ry-'·'Measures ·checkiist Documentation Author/Firm Envelope Measures. [ ) Caftified insulation materials per 2-5311(a) •• [ ) Insulation installed to meet lhwne spread and smoke density requirements of 2-5311(b) ••••••••• [ ) Urea formaldehyde foam insulation is installed per 2-5311 (c) • • . • • • • • • • • • • • • • [ ] Retrofit Insulation s~fied as per 2-5313 • • • • • • [ ] Air infiltration is minimized by specification of Referenoo In Construction Documents It-I testad manufactured doors and windows and proper sealing and weatherstripping as per 2-5317 • • • ·• • • .__.,._I __ Lighting System Measures ( } Caftified luminaireslballasts per 2-5314(b) • , • • f-\ [ } Independent control w/ enclosed areas per 2-5319(a) • • --+-- [ ) Manual switching reacily accessible per 2-5319(b) • , , ....__.__ [ ) Reduction of fighting load to at least one half per 2-5319(c). Occupancy sensors or programmable timers meeting CEC a-iteria may substitute • • • • • • • • • • ___ _.__ [ ] Separate switching of daylit areas per 2-5319(d) , , •• ___ _ [ ] Separate switching of display and valance lighting in retail and wholesale stores per 2-5319(h) ••• , • , '---I-- [ ] Automatic control of display lighti~ in retail and whole~ stores per 2-5319(h) •. • • • • • • • • • __ _ [ ] Tandem wiring of one-and thre&-lamp luminaires , per 2-5319(i). • e • I I I I I I I I I • I I I I I I Daylighting and Lumen Maintenance Controls (when applicable) . { ] Uniformly illumination redµclion to one-half per 2-5319(e) 1 • • • • • • • • • • • • • • { ] Flicker free operation and no premature lamp failure per 2-5319(e)2 ~ •••••••••••••••• [ ] iime delays to prevent undesirable cycling per 2-5319(e)3 ••••••••••••• [ ] Step switching devices with separation between on/off settings per 2-5319(e)4 •••••••••••• ..._ __ Form Revised September 1986 . ''·'·· M'F=-1 For Enforcement Agency Use Only Checked By ( } · Photocen sensors with a dffuslng cover and · no opaque cover per 2-5319(e)5 •••• , •• Date Referen01 in Construc•ion Doeuments "/4 ·-- ( ) Manufacturer's Instructions provided for Installation and ~ibration per 2-5319(e)6 •• , ••••••••• __ _ ( J ProP.!tr Installation of controls lnclucing sensor location, certification of initial calibration and control of luminaires onlywithlndaylltareaper2-5319(e)8 •••• , ••• , __ _ [ ) Visible or audble malfunction alarms per 2-5319(g) ; •• __,. __ Occupancy Sensing Devices (when ~pplicable) ( } Flicker free operation and no premature lamp failure per 2-5319(e)2 ••••••••••• • • i • -~- ( ) Ti_me delays to preYent undesireabl9 cycling per 2-5319(e)3 • • • • • • • • • • • • • • • • • • • :E ( J" Visible or audble malfunction alarms per 2-5319(g) • ; • . ..:.. ( ) Umits on emlsslona per exceptions to 2-5319(e) • • • , HVAC and Plumbing System Measures [ I Piping in1ula!Eld as required by 2-5312 •• ~ -;-• \$25 ·-:; [ ] Certified HVAC equipment per 2-5314(a) , , • , •• , • t\'l-I [ ] Certified plumbing equipnie"l'lt per 2-5314(a). • • • • , J:.:J___ [ } Heating !ifld cooling equipment efficiency per 2-5314(b) • M-I [ ] Pilotless ignition of gas appliances per 2-5314(c) • • • , N A · [ I Automatic controls for off-hours per 2-5315(a)1 •••• , .J1::__ [ I Thermostat. ~t pain~ requirements per 2-5315(a) • ; • • ..li:::_'_ . [ ) Sequential control of healing and cooling per 2-5315(a)3 • .l:i::_ :_ ' [ I Automaticexhaustfandampersper2-5316(b) ••••• M-: [ ] Thermostat controls for each zone per 2-5315(b) •••• .l:1::J._ [ ] Ventilation provided per 2-5316 and 2-5343 • • • • • • t--1-1 _ I ] !-festers for domes.tic hot '!Y&ter and/or pools per 2-5318 • .£..:::_' _ Page __ . of __ . ••• ,1.• •• ,.·.•., .•/.',,',' . . Env~fope Summary Form and Worksheet (Part 2 ot.2) CF-2 For Enforcement Agency Use Only Oocumentalion Aulhor/Firm chicked By Date Opaque Exterior Walls and Doors A B C D E F G H J K Surface Area Proposed Wall Requirement wan Nonh East Soulh West Total Heat R-Value A-Value Type (An) (Ae) (As) (Aw) (At) Capacity (Rt) At I Rt (Rr) At/ Rr 7_ 5<-i' 4 I~ 4 I~ 'o ?>.,' 17'2.1 U~/J'i JI, z. '2. "24 <,,o /~R 24n .tt;' I ? . i ('? I') '2.) I") 0 '1a1 0 4:.if.4 Cl Q -,euf f![ I • • . Totals G,1& &4~. ~l.."1 C, 11 ?..\li '~ Tolal Total Proposed R~u1red Wtighlltd Avwrar,e R-Value I I I I Col F / Coll Col F / Col K Glazing in Walls A B C 0 E F G H. J K - Surtac. Area ,, Glazing Charat:tari&tics Weighted Averages Glazing Nonh East Sou1h Wnt T01al Total NH West Area Total Area Type (An) (Ae) (As) (Aw) (At) U-Value SC • U-Value .sc • SC ·\ ,....LI (.. '7'? T1. 14 4 &/ (,4 'B°I • '"l ') I 17>R ~ t'} ,_ "' "7 J d : I ' I .. Totals ~5'\ 'l rel, \O ij I"'\'\ &,,'1H Totals U-Vllue West SC Total SC Awra~t I ! . I Col I/ Col F Col J / Col E Col K / Col F Page __ ,,, __ t=nvelope Summary Form and Worksheet (Part" 1 ot 2) · . te, )~'t--gLez~ o f1•'--> Oocumenlaion Auihor/Finn Oallt Roof A Roof Type .,. I ~: -.t , Total B Area ZOs-4 II '1 ct ?...11_7- 50'22 -11 ,4'l'l C 0 Pl'!)posed Neal A-value A-value ,q, S""9\ I I ---tt Total Av.age R-value ( ..... __ _ ColB/ColO Glazing in Roc;,f A B C 0 Surface Arel Type Nonh East Soulh : Exterior Wall Area A B C D I :;mr.1 . Surface Area East 11; '1'26 ., Form -Revised S.ptember 1986 e West E · West Ubl For Enforoement Agency Use Only Date Exposed Floor Area/Soffits A Floor/Soffit Type ... Total F Hor!Zontal Total F It 2 "' ... B C 0 .... Areal Area Proposed A-value A-value G - Total Average A-value ._[ __ __, ColB/Col 0 H Total (At) Pn)f)OMd U-value Prorcsed Page_:it_ ·''''· .','.'.','.'.• . : ... . Construction A~sembly Compliance Form CF-3 For Enrorcamenl Agency Use Only \L.:Bs?MMerlt:\ oef-:... ·\ M £¼@»\N Documentation Author/Finn \ Checked By Dale General Information Assembly Type and Number • • • • • • • • • • • • , , , , , , • • , , • , • , , , • , , , , , • • • F:c::,;::,f --\ 2 Framing Type . • • . • • . • . . . . . • , . • • , . , . • . . • , , • , , • • , , • , • , , , , , w~ 3 Framing Size. , •• , •. , • , , , , •• , ••• , , , , • , , , , , , • , , , , , , , , , ;, ) i• · • Z.."><:. ~ ~~ f'\)f...\...\N ! 4 F · s · '7 ,., 11 • ram1ng pacing • , • • • • • • • • • • • • • • , , • • • , • , • , , • , , • , • • • • • • , • • , ~ · inches 5 Insulation in Cavity , • , , , , , , , , ·, , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , \9 F-ft2-hr/Blu 6 Effective A-value of Cavity/Framing , , , , , , , , , , • , , , , , , , , , , , , , , • , , , , , • , , \4-1 ·25 F-112-hr/Blu • I •o Sketch of Construction Assembly List of Construction Components A 2 3 4 Description e.o,c:r uf" '2.ooF (>/e11 ) ~( f> I/ f'L':(y,.p::>b l::>§'H<.., , ,,,,,, .. II s :-.>fez A:t.au:;,n c... ca u cl e:r 11 t.-6- 6 7 B A-value 0 .:!,?> ·0,18 \4, ZS o.B4: 2.u;;o 8 TotalR-Value~/ofilms •••••••• ,..... \58 ,SD . . 9 Inside surface air film • • • • • • • , ·, •. , , , , , 0 , (o I 10 Outside surface air file • • , • , ·• , • , , • , • , , 0 1 \1 11 Total thermal resistance (Rt) • • • • , • • • • , • • l 9 1 ;:f-6 12 U-value ( 1 / Line 11) , • , , , , , , , , • , , , , ,, _ __,Q'"'", ..,_r -=0:..::5:-- Form Revised September 1986 C Wall Weig_hl (lb/112) D Specific. Heal (Blu/F-lb) Tola! HC E HC Col C x Col D (Blu/F-sf) Page __ of __ ( ( ......... .. ·~·,'.', ''···'· Construction As·sembly Compliance Form CF-3 For Enforcement Agency Use Only Documentation Author/Firm Checked By General Information Assembly Type and Number ••••••• , , , ••••••• , • , •• , , •• , ••••• , , i • • NALL-2. Framing Type ••••••••• , •••••••••• , •••••• , • , , • , • , • • , •• , , • W~ F · Si · 2_tL, 4-u : ' ranung ze • • • • • • • • • • • • • • , • • • • • • • • • • • , • • • • , • , • , , • • • , • , • ,-::t, Framing Spacing • • • • • • • • • • • • • • • • • • • • • • • • • , • • • • • , , • • • • • , • , • { lo I inc;:hes Date 1 2 3 4 5 6 Insulation in Cavity • • • • • • • • • • • • • • • • • • • • • • , , • , , • • • , • , • i , , • • • • --1-Jl I'---F-ft2-hr/8tu Effective A-value of Cavity/Framing • ,· •••••••••••••••. • , , .•• , , ••• , , ••. , • . S, b'.$ F-ft2.hr/Btu 1'."-....,,..._++--+--2. ~~--1---3 Sketch of Cons ruction Assembly List of Construction Components A 8 Description A-value 62'~1 ~c . .' e-A-Na 01 b:l. 2 A,f<_ ePA-c..e o!e,~ 3 :::h~ll 1::, ~ l~UL, 8,2:, i 4 >(~\\ ~~·P &'D 0 [:5 <c::, .5 6 7 8 Total A-Value w/o films •••••••••••• , • 10~'+7 9 Inside surface air film • • • • • • • • • • • , , , • bib~ 10 Outside surface air file • • • , • • • • • • • • , • • 01~1 11 Total them,al resistance (At) • • • • • • • • • • • • ~11~2- 12 U-value ( 1/ Una 11) • • • • • • • • • • • • • o,o9 Form Revised September 1986_ C D E Wall S~dfic HC Wei~t eat Col C x Col D (lb/ft ) (BtutF-lb) (Btu/F-sf) . J'2~:l t) 12.2.. ~(c..C:, \.-\---o. ~:::, D, .2.o D,Oi l., ~o . 0. 2..CP 0 I(::,~ 8,~'f Total HC it.. (,q Page __ of __ ' .-. ... !•.•. -'•'•'•'•'• HVAC Pow~r Indices Summary Form and Worksheets CF-4 . . ·k~\S,E.e. EL6c:w .. o ct? T\ LS. For Enforcement Agency Use Only ( ProJect Tide l::::mA 6-8--8 r'/ Documentation Author/Finn Date TOTA-L of f'.°IC.6 Checked By Date Summary Data ... :,~ 1 Concitioned Floor Area • • • • • • • • • • • • • • . • . • • • • • • • • • • • • • • • • • • • • • • I I ,4 J 7 tt2 2 Total Fan Watts During Peak Cooling Conditions (from Worksheets below) , • • • , • , • · • , · • • , . , , • • 5 : 8 I~ kilowatts 3 Fan Wattage Index (Line 2 x 1000 / U!19 1) •••••••••••••••••••••••• , ••••• , , S: I Watts/ft2 4 Total HVAC System Energy During Peak Cooling Conditions (from Worksheets below) •• , • , ••• , , • :':{"IO, 0 5" kBtu/hr 5 Cooling· Power Index (Line 4 x 1000 / Line 1) •••••• · •••••••••••••••••••••••• 4 2 • 7 '1 Btu/hr-ft2 6 Total HVAC System Energy During Peak Heating Conditions (from Worksheets below) , • • • , , • , · • • • :Jj 8, OZ. kB tu/hr 7 Heating Power Index (Line 6 x 1000 J Line 1) • · ••••••••• , , •• ,' •••• , • , •••••••• 3:11 ~ e, Btu/hr-ft2 Fan Energy -A B C D E F G H J Brake Horsepower Motor x Drive Efficiency Peak kilowatts Equipment Conversion Number Mark Oesaiption Cooling Heating Cooling Heating Factor Fans Cooling Heating HP-I l~OONt R lo.....,""' 1.' z. Z,?.. .,RI I A I 0.746 I 2.,o 2 2.02 H "~ S ,, I .::::, ?, .~~ ,'l <:" . ,,-, ~ 0.746 I It:. Z'1 .~z.t-; HP-1 If 1.C-. \ \ (,-. ,RI ,AJ. 0.746 l 1 1 4 'l l 14'1 HP-10 •• 1-.~~ 1,95 , 8 I ,.01 0.746 I I. 0 J • .'1. ' 0.746 0.746 ( 0,746 .. 0.746 . .. . 0.746 Total kilowatts 5-81_7 S,811 Heating and Cooling Equipment A 8 C D E F G H J .. Cooling Heating Eqtf~ent Design Conversion Source Design Conversion Source Description Output Efficiency Factor kB!ti/hr Output Efficiency Factor kBtu/hr na All F.ans '5,811 na 10.239 5q,5&, 5,911 na 10.239 51,S<o From Worksheet Above HP-\ f')(:. f-tf:.A1' ~~~ 0 A9 A,Z I0,1.39 lll1l~ 60 Z.,8 ~ 85, '7 \.\t'· 5 " .4 R. 6,3 l01239 !'51 ,2. 4-5 3 3 45" HP· q ,, ~9 ~. 7. ,o. 'Z.:SCJ Ill ii~ 80 z.8 ~ a5,'l u P-10 ,, ,1.0 ~, 'Z.. 10.-z.YJ /49,8~ 11 B '2.. "J ~ i21. ,06 .. .. ( Total 440.as Total 398,oz. Form i=!evised September 1986 Page __ of __ _ I' I I I ! !. i i- 1· I . II I !r Ii I l L I SPECIFICATIONS \-W-1 1 -, ""-Hf-'1 Model No. CHP11-163 •ARI Standard XlO SRN lbelal 8.6 Cooling Capacity (Btuh) 89,000 -.. • ARI Cenified Total unit watts cooling 10,840 Cooling Ratings EER (Btuh/Wa1t5I 8.20 Dehumidifying capacity .. 32% --.• ARI Certified ; Total, capacity ( Btuh_l 90,000 . -:.-... High Temperature Total unit watts 9450 Heating Ratings C.O.P. 2.80 • ARI Certified Total capacity ·1etuhl 46,000 Low Temperature Total unit wans 7570 Heating Ratings C.O.P. 1.8 . Refrigerant charge (R-22) 20 lbs. 5 oz. Net face area (sq. ft.) 8.3 Indoor Coil Tube diameter !in.) & No. of rows . 1/2 -4 Fins per inch 15 Indoor Coil Wheel nominal diameter x width (in.) (1) 15 X 9 Blower Motor horsepower (Minimum-Maximum) 1-1/2 -3 Net face area (sq. ft.) 14.8 Outdoor Coil Tube diameter lin:1 & No. of rows 1/2 -3 .. Fins per inch 15 Diameter (in.I and No. of bladas 1i120 -4 Outdoor Air Volume (factory setting) 6000 Coil Rpm (factory setting) 1075 Fans Motor horsepower (2) 1/3 Motor watts (factory setting) -850 Con~ensate drain size mpt (in.) : (2) 3/4 Number & size of filters (in.) (4) 16 X 20 X 1 Net weight of basic unit libs.) 11 Package) 1205 Model No. & Net Weight HWC11-95 (65 lbs.) Optional ••Heating capacity range (Btuhl 100,000 -· 250,000 Hot Water Net face area (sq. ft.I 4.6 Coil Tube diameter (in.) -No. of rows 1/2 -2 Fins per inch •' 16 Optional Model No. •' ECH11-95 Electric Heat kw input range 15-30-45-60 RMF11-95 (150 lbs.) Optional. Roof Mounting Frame -(Net weight) RMFH11-95 (205 lbs.) RMFA11-95 1255 lbs.) Optional Power Saver & Controls -(Net weight) PSD11-~ 197 lbs.) Optional Gravity Exhaust Dampers (Net weight) GEO11-95 113 lbs.r Optional Ceiling Supply & Return Step-Down Diffuser -(Net weig~t) RTD11-95 184 lbs.) Optional Ceiling Supply & Return Flush Diffuser -(Net weight) . FD11-95 184 lbs.) Optional Ceiling Supply & Return Transitions -(Net weight) SRT11-95 128 lbs.) Optional Minimum Fresh Air Dampers (Manual) -(Net weight) OAOM11-95 157 lbs.) Optional Automatic Fresh Air Damper Kit -(Net weight) 27FB9 115 lbs.) ·-. Optional Remote Status Panel SP11 (12F83l Optional Remote Switching Status Panel !HH'11 (12FB4) Optional Disconnect Mounting Kit LB 31171168A (10 lbs.I I •< '••:-• .•. , .{-HP-II CHP11-1363 8.8 . . 122,000 .14,920 8.20 31% 125,000 12,550 2.90 64,000 .. 9880 ~ -. -1.9 26 lbs. 12.0 1/2 -4 15 (1)15x15 3 -5 19.9 1/2 -3 16 (2) 24 -4 8500 1075 (2) 1/2 1200 (2) 3/4 (6) 16 X 20 X 1 1585 HWC11-135 (75 lbs.I 100,000 -275,000 6.5 1/2 -2 10 . ECH11-135 15-30-45-60 RMF11-135 (180 lbs.) RMFH11-135 (245 lbs.l RMFA11-135 (290 lbs.) PSD11--135 (163 lbs.I GED11-135 (18 lbs.I RTO11-135 195 lbs.I FD11-135 (95 lbs.I SRT11-135 (32 lbs.) OADM11-135 (114 lbs.) 27F89 115 lbs.I SPl 1 ( 12F83) SSP11 112F841 LB-38200BA 110 lbs.) Flectrical characteristics 200 to 460_volt -60 hertz -3 phase • Sound Rating Number in accordance with AR! Standard 270. . r ton of cooll lty 'Anted in accordance with ARI Standard 240: At 450 elm ln:ia•lmuml 1nd00r e~r v~lud':r~oM air · ng upae · Cooling Ratings -95"F outdoor air temperature end fKl"F db/67°; :(;'t;;ter::~.,; and 70°F db entwfng indoor coil air. High Temperature Heating Rating• -47°F db/ 43°F wb ou~doo al tem::.ature and 70"F db anterlng Indoor c 'I , Low Temperature Heating Ratings -17°F db/l5°F wb out 00~ r•lr volurn,t, SN coll capacity curves 0' 811• • • C:apac11y range shown ii; possible wllh ~arying supply condllh>nt • , . . . . · . . 't1r • •• .. • • • / • • • • • • • •, .. HP-1'2. Model No. CHP16-261 CHP16-311 CHP16-411 CHP16-461 CHP16-313 CHP16-<413 CHP16-463 * ARI Standard 270 SRN (belsl 7.8 7.8 7.8 7.8 •ARI Cooling capacity IBNh) 23,400 29,000 _35,200 41,000 Standard Total unit watts 2820 3630 4050 5130 SEER (Btuh/Wattl 9.15 9.05 10.30 9.00 240 EER (Btuh/Wattl 8.30 8.00 8.70 8.00 Ratings Dehumidifying capacity 27% 23% 22% 22% • ARI Certified Heating Capacity (Btuhl 24,800 30,000 36,000 45,000 Total unit watts 2580 3030 3515 4400 High Temperature C.O.P. (Coefficient of Performance) 2.82 2.90 3.00 3.00 Heating Ratings .. HSPF 6.4 6.8 7.0 6.8 • ARI Certified Heating Capacity (Btuhl 13,BOO _16,200 19,600 24,600 Low Temperature Total unit watts 2130 2470 2740 3450 Heating Ratings C.O.P. (Coefficient of Performance) 1.90 1.92· 2.10 2.10 Indoor Coil Blower wheel nom. diam. x width !in.) 9x9 9x9 1_0 X 9 10 >t 9 Blower Motor horsepower 1/3 1/3 1/2 1/2 Indoor Net face area (sq. ft.) . 2.5 3.2 -. 4.5 4.5 Coil Tube diameter (in.) & No. of rows 3/8 -3 ·3/8 -3 3/8 -3 3/8 -3 Fins per inch 18 15 15 15 Net face area I Outer Coil 9.1 9. 1 10.2 -10.2 Outdoor (sq. ft.) I Inner Coil 2.2 8.6 9.6 9.6 Coil Tube_diameter (in.) & No. of rows · 3/8 -1.7 3/8 -2 3/8 -2 3/8 -2 Fins per inch 20 20 2Q 20 Outdoor Diameter (in.I & No. of blades 18 -4 18 -4 --20 -4 ·-20 -4 Coil Air volume (cfm) (factory setting) 2200 2200_ 2800 2800 Motor horsepower 1/6 1/6 1/6 1/6 Fan Motor watts (factory setting) 220 220 255 280 . Refrigerant (22) Charge 4 lbs. 10 oz. 5 lbs. 13 oz. 7 lbs. 3 oz. 7 lbs. 10 oz. Condensate drain size_ mpt (in.) -3/4 3/4 3/4 Net weight (lbs.) 1 package 270 300 404 ECB18-5 Output Btuh 18,000 --18,000 tA.F.U.E. 99.0% 99.0% Output Btuh 25,000 25,000 ECB18-7 tA.F.U.E. 99.0% 99.0% Optional ECB18-10 Output. Btuh 35,000 35,000 Electric tA.F.U.E. 99.0% 99.0% Heat Output B_tuh 52,000 52,000 Ratings ECB18-15 tA.F.U.E. 99.3% 99.3% ECB18-20 O_utput Btuh -----71,000 tA.F.U.E. ----99.1% ECB18-25 Output Btuh ........ ---- t,A..F.U.E. ......... ---- Optional ·RoQf Mounting Frame (Net Weight) RMF16--46 (102 1.bs.) Optional Economizer Dampers (Net Weight) REMD15-46 (103 lbs.) No. & size of filters (in.) -2 Packages (1)16x25x1) Optional Horizontal Economizer Dampers (Net Weight) EMDH15-46 (89 lbs.) No. & size of filters !in.) -2 Packages {1) 16 X 25 X 1 i~a,Zl~~eight) RDE1~~ . ( e (in · \hC.., \1-l~~. (1) 16 X 25 X 1 {)pt~nal Filter Section (Net Weight) FS15-46 (12 lbs.) No. & siz~ of filters lin.1· (1) 16 X 25 X 1 Optional Outside Air Dampers {Net Weight) OAD15-46 (14 lbs.) No. & size of filters (in.) (1) 16 X 25 X 1 Optional Gravity Exhaust Dampers (Net Weight) GED16--46 (4 lbs.I Optional Over/Under Duct Transition (Net Weight) OT15-46 (47 lbs.) No. & size of fift.ers lin.) (1) 16 X 25 X 1 --.. Optional Ceiling Diffusers I Step-Down RTD9-65 (67 lbs.) (Net Weight) !Flush FD9-65 (37 lbs.) Optional Ceiling Diffuser Transition (Net Weight) SRT16--46 (19 lbs.) • Sound Rating Number In accordance with ARI Standard 270. • Roted in accordance with ARI Standard 2-40; 460 cfm (maximum) Indoor air volume per ton of cooling capacity. Cooling Rating• -96"F outdoor air temperature and 80"F db/670f wb entering Indoor con air. High T•mp•ratur• Hating Rating• -47°F db/43"F wb outdoor air temperature and 70"F db entering Indoor coil air. Low T•mperatur• HNtlng Rating• -17°F db/16°1' wb outdoor air temperature and 70"1' db entering indoor coil air. •• Heating S8450nal Performance Factory based on DOE test procedures. t Annual Fuel Utilization Efficiency based on DOE test procedures end FTC labeling regulations. 3/4 404 . • HP-7 . ., ... HP-(.p CHP16-611 CHP15-661 CHP15-613 CHP16-963 8.0 8.0 48,000 59,000 5700 7280 9.55 9.00 8.30 8.10 -23% 26% 50,500 62,000 4930 6060 3.00 3.00 7.2 7.0 26,600 34,600 3950 5330 2.00 2.00 11-1/2 X 9 .11-1/2 X 9 3/4 '' 3/4 . 6.4 6.4 3/8 -4 3iB -4 15 15 17.2 17.2 14.5 16.5 3/8 -1.9 3/8 -_2 15 18 24 -.4 24 -4 4300 4300 1/4 1/4 380 380 10 lbs. 0 oz. 10 lbs. 10 oz. 3/4 3/4 529 540 18,000 ---- 99.0% ---- 26,000 ---- 99.0% ---- 36,000 36,000 99.0% 99.0% 53,000 54,000 99.1% 99.1% 70,000 71,000 99.1% 99.1% 87,000 87,000 99.2% 99.2% RMF15-65 (109 lbs.) REMD15-65 (136 lbs.) (2) 20 X 20 X 1 EMDH15-65 (136 lbs.) {2) 20 X 20 X 1 RDE1~. {2) X 20 X 1 F~15-65 {44 lbs.) {2) 20 X 20 X J OAD15-65 (22 lbs.) (2) 16 X 16 X 1 GED15-65 (6 lbs.I (with REIVID15-~ only) DT15-65 (122 lbs.I (2) 20 X 20 X 1 . RTD9-65 {67 lbs.I FD9-65 (37 lbs.) SRT15-65 (20 lbs._) l i! 'I' ,,, ji ·! I Di!-~TE ~:~ T -fl::1 .... ,., ....... . . . ._ ... ,., ... ' . . (i.i.J. .. ,-'.? :I. -·-1. 907 SINGLE-HOUR LUAD CALCULATION OUTPUT TIME • u'J/'.. ,:!u.1 700h zqNE ,:IQI::! CARLSBAD, California :l.4::'5p :t::'5l!, (EXT .. )!' :1.Ll6!' 1.::::i:::!; ~AISER ELECTRO-OPTICS ClUTDUOF~ INDODR '/~:i" () F' HP . \ 6:1.2:1.2/Jh:I. .. O -- **********************************************************************ft ZONE DESIGN COULlNG LOAD SUMMARY SENSIBLE LATENT ( D'f'U/ht'") (BTU/hi• .. ) ..... ,..., __ .. .,_., ................. _ ........... -...................... , ................................................. _ ......... , ............................... -....................... _, ................................ _ ................ ,_ ......................... -....................... _ .. ., ... i .. GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION TRANS .. LOSS TO UNCOND. SPACE LIGHTING 7p703 W TOTAL) OTHER ELEC. :l.~225 W TOTAL) PEOPLE ( 32 PEOPLE TOTAL) MISCELLANEOUS LOADS COOLING INFILTRATION COOLING SAFETY LOAD ElUB-·TC!TP:L.::3 NET VENlILATION LOAD ( SUPPLY FAN LOAD (BHP= ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM TOT1C\L. COOL.. I NG l..DhDB TOTAL COOLING LOAD or 7.07 Tons ZONE TOTAL FLOOR AREA ZONE OVERALL U-FACTOR BOO CF!···!) L:I.) .... tl:I. 2 "-!::) 14 ..... :1,:1.7 () 26p :2fJ:I. 4!' :1.713 C? !f ;;~:I.(~) () n . -· 0 66 !' (1~.:ifl ..... :I. !' 'l::;·:~~::t :,? !' ·7 ~:; :,~:! () 0 H4 !' Dl:>2 BTU/hi•- :290. 4 f,;qft/Toni:; :?!, 0'.54 .. 00 !::;qft 0 0 () 0 () 0 0 :l.0!,0:1.<S () () 0 10!,0J.6 7!' 762 0 0 0 :1.7!,Tl!::l 0.:1.63 BTU/hr/sqft/F ************************************************************************ L.Of.~D CCli"!F'DNENT C:JL?'.)SB 1 __ nL:,n<:::. !°'!E E q.;:· (~ ,:l s~1,.,.,1 l;J ]\!(•! l\i H !;.JAL.L. L.Df.1D!3~ I\IE E' f.lE s !:-;w l.1! l\llA,1 72 (l () n Solar Gain bv Exposure TF~fii\lGM I !:::!:3 I ON (DTU/hr·) . ./ .. ... :I. 20 () '2.A-'??'l,-...... ,/ 0 0 .... 4:::!; :1.44 21.6 0 0 144 () 0 0 1:~:;t3· ·::::~51 ~594 v ..... :::~!::l'1· () () -··6'? 0 0 0 .. --40 ... ·E:!.7 E,DL..tin G(.) I I\! (BTU/hr·-·) :3; !' ·lt:5t:J 0 0 0 :l.!,020 lO!' 7'70 :I. ::;:: ~ '.,;;~ 7 7 0 0 !"l 0 () ***~**********************************i********************************* < DP1TE fn'. tf:f. ZONE . . . . . , ' . . . . . ~'-'·' .. SINGLE-HOUR LOAD CALCULATION OUTPUT • 04-21-1987 TIME CARLSBAD, California OUTDOOR ~-145?154(EXT.)p146p153 INDOOR KAISER ELECTRO-OPTICS ilul 7UOh 7:2;;. 0/ 66,, U F l~i. U F 6 :I.'..? :I. '.,~B6 :I. ,. 0 *'********************************************************************** COIL SELECTION PARAMETERS pg 2 ------------------------------------------------------------------------COIL ENTEFnNG f.UF~ TEMP. (DD/l;JB) COIL LEf.~)VING AIF~ TEl"IP. (DD/l.,JD) COIL SENSI~LE LOAD CD IL TDTf'.":iL. LOPtD COOLING SUPPLY AIR TEMPERATURE TOTAL COOLING CFM (actual) TOTAL COOLING CFM (std. air) CO!JL.II\IG CFM/!":iiqft RESULTING ROOM REL. HUMIDITY 74.5/ 64.3 deg·F :56. 3/ ~::i!.:L E! dE~q F 67 P OB!::i BTU/ht'·· B4!, !]/::,'.:? ElTU/l"lf" 57,,0 deg F ::~; ~ Ll-(J::::-CF M ::~: r :3;9EJ CFM :I." t:Jf::i CFMh1q·ft. CCi IL. DYP.f-iSEl FhCTCn\ ..... 0 .. 0~'50 ************************************************************************ .. ~·-' '·'·"· SINGLE-HOUR LOAD CALCULATION OUTPUT ·00Tg 04-21-1987 TIME Jul 700h $I7E CARLSBADr California OUTDOOR 73.0/ 66.0 FHP c 1 -rm11:;· 1(11 ~ l.<'.J.7···:1.:52 11,1DCJC!R 7~:L O F .-.:::..::.-_ -JOB KAISER ELECTRO-OPTICS 61212861.0 ******i***************************************************************** ZONE DES I GN CUCJL I ND I..CJAD SUMMARY !3ClL..,0iF~ r:=u::i IN GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION TRANS. LOSS TO UNCOND. SPACE LIGHTING ( :3:, 796 ~~ TOT(,)L..) OTHER ELEC. ( 59b W TOTAL..> PEOPLE < 20 PEOPLE TOTAL) MISCELLANEOUS LOADS CODLING INFILTRATION· CODLING SAFETY LOAD bEl\)GIHLE ( B'i'U/h 1r·) :1.:l !' 07::::; ..... 67 0 :I. :2 !' r.y !::« ~~; '.:2:, ()j, :I. ~:::; !' /r <f:,() () 0 0 LATENT (BTU/hr-) 0 0 0 0 0 0 0 0 0 () •. ------------------------------------------------------------------------ !3U'D .. ··TC1Tr-~L.~} NET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP~ ROOF LOAD TO PLENUM L..IU!··!TI!,!(:3 L!J(.rn TO PLENUl"I TOTAL COOLING LOADS TOTAL CODLING LOAD or, 3.50 Tons l::'iOO CFM) ()" :'.:i) .:::;:1. r-:I. 9 :I. ..... :1, "07H 0 0 42,. 004 BTU/hr·· :~:;::::;6. B sq-ft/Ton~;,. l :• j_ 79. 00 s;q·H: 6r-260 4 !' 3:2:~~,? 0 0 0 ZONE TOTAL FLOOR AREA ZONE OVERALL LI-FACTOR 0.:1.52 BTU/hr/sq-ft/F ************************************************************************ Tr ansnii ssi cm cHH.I Solar G~in by Exposure LOAD. CDMPCJNENT GU:\~3S LOr::iDf:'l: NE E s \.\.) !'-!W N H l;Jm_L L..DhDEi ~ 1,1E E SE Sv..l (..'1REf.-~ (so-ft) TRANSMISSION BOLAR SAIN 0 0 0 0 76/ 0 :1. ~::;El ( l 12) (l () 0 () 0 () 1 F:.lB 240 (BTU/hr) (BTU/hr) 0 0 0 0 .... :I. :~:;~.'.'i 0 .... ::?46 0 0 0 0 0 (:l .... ,:~.i4 ..... :1,::::- (l 0 0 !) 0 ('l N 60 -32 ********************************************************i*~************* · rnYrE SifTE:~ 7r·11,11:::- -JOB 04--21-·· 1 9f:l7 SINGLE-~DUR.LOAD CALCULATION OUTPUT TIME CARLSBAD~ California 1. (l :t, :I. 4 7-:1. !:52 KAISER ELECTRO-OPTICS OUTDOOR l NDDClf-~: aul 700h T:::;., Oi <::if.:1. 0 F 75.0 F 6:1.2.1.'.ZBhJ.,, 0 ************************************************************************ COIL SELEClIDN PARAMETERS pg 2 COIL ENTEFUNt::i (..HR TF:::l"IF'.. <DB/(,<.IP.> CD IL. L.Ef...'\V I NG {;IF~ TEMP. (DB/ l•JD) COIL SENSIBLE LOAD CO I I... TOT /-)L L.D{~D COOLING SUPPLY AIR TEMPERATURE TOTAL COOL.ING CFM (actual) TOTf.~! .. COOLING CFM (s~td. i:,iir) CCCli....II\IG CFM/~1qft RESULTING ROOM REL. HUMIDITY 74 .. 4/ 64.7 d<,;iq F ~:i 6 .. :3; / ~:.=_; ::.i ., B cl E2 C.l F :::-;:i. !' 4:l'./ BTU/hi···· t.1·2~ 004 BTU/h1,·· !57. 0 cfo:~g F :l.~607 CFM :I. ~ 6(H CF1·1 :I.. :::-6 CFM/ ~rn+ t r.::·t::· It/ , .. J, .. J la COIL BYPASS FACTOR -0.050 ************************************************************************ ··1·\ ,~ ·r·1::.· ,. .. lb ..•. • c.'·1· "l"E-· ...... ).. . .· ZONE SINGLE-HOUR LOAD CALCULATION :: · 04---·:2 :I. --:I. 1rf.!7 CARLSBADP California : 143.144,154CN.INT) : KAISER ELECTRO-OPTICS 01.JTPU"I' TIMI:::: OUTDOOR I NDClClf~: Jul J. 700h B:1..0/ 6H.O F T.:i. 0 F::- 6 :1 .. 2 L~~/:361. 0 **********************************'************************************* ZONE DESIGN CODLING LOAD SUMMARY 1.. .. 0{~,D COMPONENT !30Lf-1F\ Gh I I\I GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION TRANS. LOSS TO UNCOND. SPACE LIGHT I NG ( j_ ~::-:, tl80 l,•J TClT f.-~I...) OTHER ELEC. ( 2p184 W TOTAL> PEOPLE ( 45 PEOPLE TOTAL) MISCELLANEOUS LOADS COOLING INFILTRATION COOLING SAFETY LOAD f:;UB-TOT r:.)L..~3 NET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP= FmDF . LOf-'.)D TO PLENUM LIGHTING LOAD TO PLENUM TOTAL CODLING LOADS TOTAL COOLING LOAD 900 CFM) 1.2) 13EI\IG I BL.E (D"!'U/hl'") '"'1 , • ._., ......... , .1::, !I ,,:;,,,::. I 0 4,::':)~676 7· !' .fi, !7.:i ~,? :1.:;~~ 960 0 0 0 7~:'i r :7:i8B ~; r t:}~;2:~:; :~~ ?' j_ 49 (J () Lf~TENT (BTU/hr·) 0 0 0 0 0 0 0 :l.4 1,0[l':5 (J 0 0 :1.4~ OB~5 6 ~ ~5~:54 0 !) 0 or 8.77 Tons or 4:1.6.:1. sqft/Tons ZONE TOTAL. FLOOR AREA =· 3r648.00 soft ZONE OVERALL. U-FACTOR -0.069 BTU/hr/sqft/F **********************************~************************************* Transmission and Solar G0in by Exposure LOAD COMPONENT AREA TRANSMISSION SOLAR GAIN CiLf-~1'38 Wr-:iL.L (sqft> <BTU/hr> <BTU/hr) LDPiDl3: NE: 96 ./ L.DhDB: F c~r.::· C'' ,:) Sl;J l;,J NW N H NE E CT ,:) --:. ~3 ~:3W t,J () 0 0 0 0 0 0 0 444 0 0 0 0 0 0 0 0 () 0 0 0 0 0 0 0 0 () NW O 0 N O 0 0 0 0 0 0 0 0 ******************************************************~***************** HP-10 ------------ SI 1\1131....E: .. : .. HOUR f ••. Drir> Ci!.~L..CUL..r.:,T I DI\I OUTPUT . Dr-7:JTE : 04-21-1987 TIME ,Jul l '700h !.:l :I. .. 0/ 6El. 1) F '/~:::i 11 () r:· f3 I Tt: ZClNE .:JOB CARLSBAD~ California :: :l'.54(S.INT..) KAISER ELECTRO-OPTICS CJUTDCJOR I l\!DCJDR ************************************************************************ COIL SELECTION PARAMETERS pg 2 CD IL.. ENTER I NG (:.) I H TEMP. ( DD/~•JH) CClIL L..Ef.,1!\)Il\l(?:.l f.HF~ TEMP.. <DB/l,1Jl:3 1 COIL SENSIBLE LOAD CClIL TOTPiL L.0(4D CODLING SUPPLY AIR TEMPERATURE TOTAL CODLING CFM (actual) TOTAL COOLING CFM (std. air) CODLI!\IG CFl"l/s;qft RESULTING ROOM REL. HUMIDITY COIL BYPASS FACTOR 76,,3/ 64,7 deg F :'5(:;,. :::v ~3(5. '7 cl E!!~J F t:i:I.,, 20::::: BTU/hr '7~.'5!, g'.)'.,? BTU/h!'" ~:_:; 7· u c) c.l e i:~J F '..? ~ EJ::::-~5 CFM 2 ~ S::::; 1 cr::·M (I., 9f:l CFM/s:;q·H:.: \5 11 1/., o. 0!:50 *******~**************************************************************** F'RClJECT TI TL!:~~ ~JDB NUMBER~ PROJECT ADDRESS: COMPANY ADDRESS: *************t**************** * * * * * T I T I... F" :~~ 4 -~ ,,, * * * * ****************************** KAISER ELECTRO DP1'ICS f36:l.:l7 LOT 8 CARLSBAD BUSINESS PARK l<F~iJl"ll"iEI\IHDEI< / l"ICl<ECll-'Jl·-! 1~'5:!.:5 MDr.:::1:::NP1 BI...VD HD .. BUiLDIMG ENVELOPE SUMMARY :PRDPDSED CONSTRUCTION ASSEMBLY FURi'·! :I . • .::: : .• : ::::. :-.. :: ::::: ::::: !:::! ::.:: :: • .: •• ::: :;::: ·:::: :::: ::::: ::::: ::::: :::: :::-.: :::: :.::: ::::: ::::: ::::: ::::: :::.: ::::: ::::: ::::: ::::: ::::: ::-.:: ::.:: ::::: ::::: !!::: ::::: ::: •• ::.:: ::::: :.:::: ::::: .::!: ::::: ::::: ::::: ::::: !:!!: !!!.': ::::: ::::: ::::.: ::::: ::::: ::-.:: ::::: :::-.: ::::: ::::: ::::: ::::: :::-.: ::::: ::::: ::::: ::::: :-.::: ::-.: ~::: ::::: ::·:: ::::: ::::: ::::: ::::: :-.::: :::-; :::-.: ::::: :; .. PFO-JECT TI TU:~ KAISER ELECTRO OPl'lCS ~J DB ,t* :: tl6 :l .!. 7 -··· .-.. , .. _ ..... ,_,. ..... ···-..... ··-· .............. -·· ..... _,. -·· --· --..... --· -· ......................................................... .: •• : ............. , .... ~.: .................... ·-· .:. •• ::::. ::::: : ... : .. : .. ::::. !.':!!::::. .::.: : .... :.:: ...... :. • .: ::::: • .:.: .. : ........ :~"::.-:-.: = ... :: .. :: ..... : ::::; ::= ... :: ... :: ·--... :: ::::: !!:.: :::: :: •• !-'! .:-::: ::~ PROJECT DESIGNER~ KROMMENHOEK/MCKEDWN LOT 8 CARLSBAD BUSINESS PARK CCll"IP(.~NY NP,ME r. COMPANY ADDRESS~ STATE LICENSE#: DDCU!v!E:NTED BY:; ~:; I 1-::)l\!1~ TUF~E :: CHECKED BY:: C!··!EC~:·:ED D?':\TE~ KROMMENHOEK/MCKEOWN 1515 MORENA BLVD SD. CI.J.B6:;:: c1' DH!",! 13 ;5--·6 .. -·E37 FEr::r,i IT AF::,!::•1 ... I c{:: TI !JM /\!UMBEi:;: :: SITE DESCRIPTION (FROM BUILDING LOCATION DATA) LOCATION CODE NUMBER (TABLE 2~ APPENDIX 1) UHITUDE DEGREE DAYS-HEATING SOLAR FACTOR~ S.F. COOLING T, ASHRAE (DESIGN TEMP. -78~> BUILDING DESCRIPTION <FROM PLANS> OCCUPANCY TYPE CODE NUMBER GROSS CONDITIONED FLOOR AREA. Fr2 l\ll.JMBER DF FI...ODF~S AVERAGE DROSS CONDITIONED AREA PCR FLODR.FT2 AVERAGE WALL HEIGHT PER FLOOR. F·r. HEATING DESIGN CRITERION 1:3"!' f~ND10iF~D Uow. . 10. H 445 Uc:iF·. . 1:1. . . 1 :l44 Uo-F. " 1 :;:: II "29:2 L' C:J 1:·\1 ti 1: :i. . .q. ti Llc]11··" " :I. ~·5 tt Uof ... 16. ,, 16:1. • 0~:7i00 ..ooo 1. :1.95 ?' zt ~? :~:; !: ~.=_:i C? :J. Ei.. :! f:l ?'1 ·: ~~: ~::: !' ~5 c1 :I. c_;i o c.;' :1 () MAX. ALLOWABLE U OVERALL 13. PROPOSED U OVERALL 17 . CDDL. I I\IG D!:::f3 I GN Cl:;: I1TER I ON OTT\./t,,J. • :I. 8. ::::: 1 • !'50 OTTVr •. 19. 4.69 DTT'•./!N. " 2 :I. " s>.?O :I.. b'..? F'F~OPO!::lED DTTV :::::::!:::::::!::::::::::::::·.:::::::::::::~:::::·: ............ _ ............................... _ .. __ ........ M ........... ••• 0 ... •-•••• .. •• ......... -·- t•)··:!' ,,: .. •..,In ~A~ERIALS DATA FORM r-·F~:DPDS!:~!) CO/\!f.HF::uCT I O!'l L1<::ic::i::·1v11:11 __ v . . ================================================================~====~~L=~~=~~-- KAISER ELECTRO OPTICS =====================================:====================== 1.'!ALL TY~~·!::: TY!::, f:: :!. TYPE: 2 TDTP1L 1~W,:.'t1 .t L SURFACE AREA WINTER U-VALUE X X .. 090 • :I. (:,l(i GLASS TYPE SURFACE AREA WINTER LI-VALUE TYPE :I. 2:J.!5 X . TDTAL.. i:'.:itNi nciow ... ,. • ;;, u :2 :l ~3 FT'.? X X MCF 1 .. 00 TClTf.~L.. TD""l"F~L.. ,., .,::.rt i.j .• TDT {-)L (.~C)\A.I 7. 4~ 048 FT::~ ( 1 in E' :I.+~~;+:::)) TUTf...)I... HEf-iT I I\IG !3. I....IGtA)'"' .t.j.~ U4El (I:1.n(,;1 "?) COOLING DESIGN CRITERIONg L-1/t-~LL T"v'PE TY!:··E~ 1. "T'YP/:~ 2 r.:;J ___ t::,c:;c:: TVPr;:· TYPE 1 :to. ~3Ui:-::r (.~CE r:~r::Ef.-~ ::~;4-1. !:3UMMEr\ U·····V(-:il....UE::: X , 090 X , :I.S'O P1F::EP1 ElF SC HUMl'"IEn !....1-···\,1(.)LUE X r.: ( :I. 2? .. 1.1. X .. n::-5 ) + ( ,, El90 TD0,!q 1..1.1.1-.. 00 ::::~ ::~: II () () 9,, TOT~:11.... :l :I.;, CUCH ... I I\IG T X 6) J 16 .. TOTAL CDOLlNG 1.7. ( l :J. rl E·1 :l 1) _,_ :!. :~:~ :., .. :I. 4 ) 40, :1.27. :1.0 / (:!.:!.!"1(,? :1.7) 4.04f.J (].irlE·1 :1.6) :l.f:1,, ,JDO =l* :: B6 :I. :l. "7 Pr'-)GI:: :I. OF FCJ!=::M :~: .. I.UT(.-)! .... B"!""U/Hn····F :~:r () 11 l:.\ ('9 if.:3 :I. It ::?t:> i.J-6 :I .• 9::5 TD f Pd .... HTU/1--ff~----F 1. 9 :I. .. ::~:~::i ( J :i. n C ::;~+LJ.-1· (!) ,, l6:l.4 Dt:u./h1--····-·f t'..? :I. !' :.:'.I ~5 () " :3 C:> :I.~'.)!' :?6t). ()i.j. l i:.:~ !· (:, l () Ir if() ·ru--1·(.:1! .... E!TU/HF::---.. r,:: ~?:.::; ti ~.) t <:.~ II '7 () :·.? ::~:; !' ~:.:J :I. <!:~ tt 7 () 40 !' :!.'.,[7 .. :l. 0 (].inE~ J.:l.+:1_:~:;+:l.::'i) 9 .. (1 :I. :?t) D t-. u /!··1r· ·····ft'.? MA~ERIALS DATA FORM PROPOSED CCJN~iTF:UCT I CJI\I P1SSEMBL Y =================================================================~==u~========~ F'~:C!-JECT T!TL..E:: ~A!9ER ELECTRO DPlICS S:/CiD :!:I:~ Dbl :l.'7 ================================~====~===~================== PAGE 2 OF FORM 2 · HEATING DESIGN CRITERION~ ROOF TYF'E TYPE :!. TDTr-7)L (.~roo-f ~,'2 :::;i !' ~:) r.; l :2 :::\ !' !:; rr :I. F' ·r ::·:~ X TDT(-)L. 20 .. !:3!<YL.. I (:!HT SURFACE AREA WINTER LI-VALUE . TYPE 1. -r\1 F=1E 2 TOTAL Askylgt 21. () 0 0 FT'..? ~;2 ::::: :1 ~) c;, :I. 1::· ·r ~::·:: ~ 1 i n!:.1 :I. 9+2 :I.) Uc:,r-::: :t? l 7'/. 55· nine 2.i:~) COOLING DESIGN CRITERION~ I X X .. 00() "000 TOTAL. 2'.? ,, TOTAL. HEATING 24. BUMMl::::F: 1....1·····\J(.."il....UC 1vlc:: TVPJ:::· i ..... --· !:J<YL.. ! f3HT TYF'E 1 z:~; :· ::?? 1 X 4 1 X ···:,\ 1·\ 2 ·3: .. :; 9 :t i:::; ·r :;~ SURFACE AREA SC r) X [(1:1.8.0 X TOTAL A~~ylgt 28. OFT'.? ;::,) M 23, 59 :I. FT:~~ ( 1 i ne 2fr+-:;~8) ··~ ~:t . r,J () c:; .. J.\ r;,\ I < l i n i;~ :3·:L ) :x: DUMMEn U····V(-)1....UE "00 ) + ( "000 X :I. .. 00 TDT(-'.)I .... CDCll...II\ID T X 6) ::I TClTf.-~L. ,.., (-i .i::. 1 u TOTAL COOLING 3:1.. ::::: TUT(iL.. BTLI/HF-···F :I. !I j_ ',7{:?;:. ~:,i;:,::; j_ ,. :I. 7 1:il ., :5 ~::i TUThL BTU/HF~~--F" o. ()() . 0 .. 0(.) o.oo :I. r-:I. 79" ~5!.~:i ( 1 i f"l•? 20-1·'..??) ,.(l'.500 Dt 1..t /hr--······-Ft'..? TCJT(.'.)l.. BTU/Hl:~:-···F :~:: r:i :1 :;:: () ~:::; " ,:, :~:~ ::::i E:J !' :? () :.:; I: (.:, ::? TDT(-~L BTU/HF:--F 0.00 0 .. 00 ::::; E:l !: ::~~ () ~5 :: '~) ~,? (]. i l""lE:1 '.,27+:;~C/) Btu./hr····-ft:2 MP.-Tt:.Ff I ALD ])(.~TA· F:ORM PROPOSED CONSTRUCTION ASSEMBLY . . =============================================~==============-=================~ PF~CJ.J EC T TIT LE~ KAISER ELECTRO OPTICS ~~====~=============~======================================~ CALCULAlION FDR FORM 1 STANDARD VS PROPOSED HEATING~ :i. :::::. [ ( 4 ~ 01.i-El X _ L!,L!-:5) -1 .. ( ::~:::::: !' \~F? :l. X • :I. .I. 1.1.4) + ( 17. [( 4,048 X .161)+( 23p591 X .0500)+( STANDARD VS PROPOSED COOLING~ ............... _ .. , .......... -,,_ ................................... "'" -··· .............................. .,_ .......... , ........ . [ . ( 4" 048 X 3:1.. 5(H) + [ 4,. 0-48 X r:;. 1-;>00 + 0 X • 000) J / ] / J / ,:JOB itr. 861:1.7 Pt;f::lE ~~; OF F'C)F;J1 2 " j_ ,::: • Oh 7 -;·:.-· .. ,•:. DOCUMENTATION FORM Form 4 HV AC SYSTEMS COMPLIAN.CE (Complete for each system) (Rev, I 5/78) Project Title Ke,se:«_ E;.\.e._t.,e.o O p·pc~ Documented by _)-o H tJ 4 Date __ ~:_-~_:-~rJ Location C.A:,e,\.S f;,~Q Project Designer j< Vb f\ Checked by ____ _ Date ____ _ DESIGN CONDITIONS Buildi_ng occupancy type (Table 1 of Appendix I) ........ __ O-f2.~"f Project Latitude (Table 2 of Appendix I) ... , .......... __________ L. __ _ Heating Degree Days (Table 2 of Appendix I) ........... __L4:a_'?.J_ HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor D.esign Temperature, Winter .. , ............ . Indoor Design Temperature ....... , .... , .. , ...... . Outdoor Air ................. , , , , . , . , , . , ... , . Heat Loss From Outdoor Air ...... , .. , ... , . , , .... . Temperature of adjacent unheated spaces. , . , ......... . Transmission Heating Losses ... , , . , ...... '. , ...... . Infiltration Air .......... · ... , ... , , . , .1• , ••••• , • Heat Loss F rorn I nfi I tra tion ......... , .. , ......... , Ventilation Air .................... , ......... . Heat Loss From Ventilation ..................... . Outdoor Air for Special Processes. , ... , , .... '-:-...... . Heat Loss From Process Air ... , . , .. , ............. . '1_'5 oF '30i)Q 4 CFM ..:l-8 '2-3(;,_ Btu/Hr.' -OF l t.)'1_rSl"J Btu/Hr. CFM . ~) _ _,__.·, - Other Heat Losses (describe) ...................... ____ _ Btu/Hr . CFM Btu/Hr. CFM Btu/Hr. Btu/Hr. Total Heat Losses ............................. 29fo Q",'.) Btu/Hr. ' COOLING LOAD DOCUMEN,TATION (Attach calculations) Outdoor Design Temperature, summer, dry bulb. . . . . . . . . a'? °F Outdoor Design Temperature, summer, wet bulb. . . . . . . . . 70 °F Indoor Design Temperature, summer, dry bulb ........ , . __ 1~5_ ____ °F Indoor Design Temperature, summer, wet bulb .. , ....... ~-----·oF Transmission Heat Gain ................... , ..... ~, ll,$:. Btu/Hr. Infiltration Air .................. , . . . . . . . . . . . . CFM Heat Gain From Infiltration ..... , .... , . . . . . . . . . . . Btu/Hr. Outdoor ~ir for Special Processes ... , . . . . . . . . . . . . . . . CFM Heat Gain for Process Air . . . . . . . . . . . . . . . . . . . . . . . . Btu/Hr. Solar Heat Gain Th, ough Windows, etc ................. C:, 82 !_ Btu/Hr. Heat Gain From Lights, Equipment, People, etc .......... ~4 Btu/Hr. Heat Gain From Other Sources Outdoor Air: Fixed Mit1imum Type System CFM Per Person (Not to Exceed Tabulated Minimum Ventilation Rates) .... . Heat Gain From Outdoor Air ............... . -Btu/Hr. 20 CFM/Person Btu/Hr. ·····:-;•,• I .-~, ~•• • 0 r ·::-,;:,. Page 2 of Form <1 COOLING LOAD DOCUMENTATION (Continued) System Utilizing Outside Air For Cooling CFM Per Person (Not to Exce~d 33% of Tabulated Recommended Ventilation Rates) 3 00 0 CFM/Person Heat Gain From Outdoor Air ..... , ...... , . . . -Btu/Hr. Total Cooling Load ........ , . , , . , . , . . . . . . . . . . . . j'J bf 11:Z Btu/Hr. TEMPERATURE CONTROL Attach manufacturer's data or other, give specification or drawing reference which shows in detail the following information: REFERENCE (page or sheet No.) • capability to sequence heat_ing and cooling .................. , ............... . m-1 • temperature control device set point limits ................ , ....... , .......... . • temperature set point range between full heating and full cooling ................... . • setback and shutoff controls ........................................... . • capability to terminate heating at 70° F and cooling at 78° F ............ , ......... . Indicate drawing or specification reference where the temperature control device requirements given below are documented. An automatic temperature control device shall be provided for: • each separate HVAC system ...................... ·, .... , .............. , . • each zone. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . SIMULTANEOUS HEATING AND COOLING f'VI-) ~-, The following requirements apply to the use of new energy and need not be complied with when recovered energy is used to control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone may be chosen to represent no more than ten zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces must provide either or both of the controls given below. List reference specification page or drawing number where control requirements can be verified. REFERENCE . t~J1( • Sequential temperature control of heating and cooling systems . . . . . . . . . . . . . . . . . . . . . ~ • Automatic reset of heating temperature, to limit enet gy input only to that level to offset heat loss due to transmission and infiltration.. . . . . . . . . . . . . . . . . . . . . . . ,-J'A:.._ Reheat systems -give reference specifications page or drawing number which will show compliance with the following when reheating 20% or more of the total air in the system. • When serving multiple zones, controls must automatically reset the cold air supply to the highest temperature level of the zone! requiring the most cooling .......... . • Single zone reheat systems shall be controlled to sequence healing and cooling .......... . ,,',',' ·'-''· Page 3 of Forrn ·I Dual-duct or multizone systems -give reference specifications page or drawing number which will show compliance with the following: REFERENCE • Hot deck temperature -must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating. , . . . . . . . . . . . . . . . . JJ A- • Cold deck temperature -must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling, , , , .. , , ...... , , . . fVV\' Recooling systems -give referenc.e specifications page or drawing number which shows compliance with the following if recooling 20% or more of the total air in the system. • Controls must automatically reset the temperature of heated supply air to the lowest temperature necessary to satisfy the zone requiring the most heating. , , , , ... , ....... , . HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and any special restri.ctions given here referenced to show compliance. Supply references to proper specifi- cations page or drawing numbers. Type HVAC Systems Used -List type of system to be used here (include all systems for heating or cooling in the building) include reference for specifications for each system. 's::aoo ; Constant volume reheat system -when serving both interior and exterior zones -separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity thro.ugh the cooling coil. REFERENCE ':,:•,•: ·:.., .... ·,· Page 4 of Form 4 DUAL DUCT AND MULTIZONE SYSTEMS Constant volume duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space. If used, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum leakage of 3% of the total air quantity handled by the dampers when operating at the maximum system pressure to which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE __ ______.te:tJ~,a.:.w----- Economizer Cycle -For each cooling fan system, for other than dual-duct or multizone systems, which serve zones having total cooling capacitv greater than 134,000 Btu/hr or more than 5,000 CFM must have an economizer cycle unless one of the exceptions allowed is claimed. REFERENCE_-----",-.J_V:J_· ____ _ Electric Resistance Heating Systems -These systems shall not be used unless the total installed electric I esistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis, Form 8 (see Section 4.2 of this manual) shows an alternate system life cycle cost exceeds that of the electric resistance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. REFERENCE ___ Ni-x-:'A+"----- MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation -Dampers which are automatically interloc.kecl and closed on fan shutdown are required. REFERENCE __ ____,fV.~-1'A,.-------- Gravity Ventilators -Either automatic or readily accessible .manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE ___ ~/J_'A,--'-'----- POWER CONSUMPTION IN FANS REFERENCE Constant volume system Total Supply Air Quantity ..........................•.................. Total Pressure of Supply Fan .......................................... . 24,Zoo CFM -~ Inches Water Total Supply Air Quantity Adjusted for Process Loads ........... ·, ... , .......... . Total Gross Floor Area ................................ ,, ............. . ..J.~ zo..u CFM '21 s~ 1 Sq. Ft. I Net Fan Performance Index (FPI) ........................................ . 'Z j\ \ V~riable volume system --Total Supply Air Quantity at Maximum Flow ................ , .............. , . Total Pressure of Supply Fan at Maximum Flow ............................. . l11ches Water -Sq. Ft. Total Gross Floor Area ............................................... . Fan Performance Index at Maximum Flow (FPl111 ) •••.•••••••• , •••••••.•.•••••.• CFM Variable Volume Adjustment Constant , .................... , .............. . ....,, Adjusted Fan Performance Index, FPla ..................................... ===== .. ,,', •~:~'•:,'I I I, Page 5 of Form 4 PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulation, duct insulation and duct construction requirernen·ts presented in Section 4.2 of the Energy Conservation Design Manual must be given below: REFERENCE__,_'fY\_-\.,___~+-~-);;__;____~~-=(,..~)"--- . . ~ . . . . . . . : .• .. '-:.:: ,·.'· DOCUMENTATION FORM & HVAC EQUIPMENT COMPLIANCE :·t,:. Form 6 References giving the specification page or drawing sheet number or manufacturer's data must be submitted to demonstrate com- pliance with Division 6 of the standards. ELECTRICALLY OPERATED COOLING SYSTEM EQUIPMENT ABSORPTION WATER CHILLIN.G COOLING SYSTEM EQUIPMENT COMBUSTION HEATING EQUIPMENT (Oil and gas-fired comfort heating equipment- ELECTRICALLY OPERATED HEATING HEAT PUMPS ELECTRICAL RESISTANCE SPACE HEATING EQUIPMENT Standard rating capacity, Btu/hr Minimum EER (COP) Reference Heat source (check one) Direct fired (gas-oil) Indirect fired (steam-hot water) Minimum EER (COP) Reference Minimum combustion efficiency at maximum rated output Reference Minimum EER (COP) Reference Supplementary Heater Control Reference REFERENCE FOR FULL-LOAD ENERGY INPUT AND OUTPUT REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND, FULL AND PARTIAL CAPACITY AND STAND-BY INPUT(S) AND OUTPUT(S) SPECIFICATION REFERENCE 00--'\ Construction Assembly Compliance Form CF-3 For Enforcement Agency Use Only Documentation Author/Firm \ Checked By Dale General Information. 1 Assembly Type and Number • • • • • • • • • • • , • • • • • • • • • • , • • • , • , ·• • • , • , • • ~ -\ 2 Framing Type • • • • • • , • , • • • , • , • • , • • • , • , • • • , • • , • , , • ,-, , , , , , , wa;,p 3 Framing Size ...•..••• , ••••••••• , , , • ·, •••• , , , , •.• , • , •• , ..• 2='' r;. o/ ~~ ~~,N ~") 4 Framing Spacing • , • • • • , , • • • • • , , • • , , , , • , , , • , • , • • , , • • , • , , , • , 24:P fnches 5 Insulation in Cavity • • • • • • • • • • • • , • , • , • , , • • • , , , , , , , , , , , , , , • , , , 19 F-ft2-hr/Btu 6 Effective A-value of Cavity/Framing •••••••••••••••••• , ••• , • , • , , • • • • • • \4 1 25F-ft2.hr/Btu Sketch of Construction Assembly ' List of Construction Components 2 3 6 7 A .-. Desq-iption Bun.:r uP '2.oo F (>/e") ~ ( 0 I/· f L':{ y,.t:pb J:?i?Y<.. ' (a'/4:11 BA-TT lNS~LA;]otJ B A-value o.~?> Q,1(2 \4, z.s o,B4 2.(po 8 Total R-Valuew/o films. • • • • • • • • • • • • • \<g .BQ 9 Inside surface air film • • • • • • • • ·• • • • • • • Q 1 (o I 10 Outside surface air file • • • • • • • • • • • • • • • 0 • 11 11 Total thennal resistance (Rt) • • • • • • • • • • • • l 9 1 'o'l 12 U-value (1 / Line 11) • • • • • • • • • • • • • • • • Q , 0=> C Wall Weight (lblli2) D Specific Heal (Blu/F-lb) Total HC E HC ColC xCol D (BIU/F-sf) Fonn Revised September 1986 Page __ of_ ( Construction As·se-mbly Compliance Form CF-3 oeTI,c,.~ For Enforcement Agency Use Only Documentation Aulhor/Fnn Checked By General Information 1 AssemblyTypeandNumber ••••••• ,.,, ••••.••• , • , • , , ,-.-.:.;\....,,, •••• :. , NA;LL-2.. 2 Franii~ Type • • • • • • • • • • • • , • • , , , • • , , • • , , , , • , , , . , , • • • • • • • , • W ~ 3 4 F . SI . . 2." ; 4-u ran,1ng ze I I t • I I e e t I t t t t t t I I e I t I I I t I e e t I I • I t I t t t I t t t I t • )'C-:1i Framing Spacing ... • • • • • • • • • • · • ·• • , • • • • , • • , , • • • • • • • • • • • • • , • • • • I le I fnches Date 5 6 Insulation in Cavity • • • • • , • • • • -• • • , ,-• , , • • , • • , • • • • , • , • • • , , , , , • • _._.I J __ F-ft2 .. hr/Btu Effective A-value of Cavity/Framing • , • , •• , ••• , _, , •• , , ~ , '. • , , • , ,. , , , • , , • , 8, ¢>'8 F-ft2..hr/Btu ~~H---t--2. ~H----t---3 Sketch of Cons ruction Assembly List of Construction Components 2 3 4 5 6 7 A Description (e I W1 H2',lc,: P:f:rt,J -a B A-value 01b9 o,e,4 B.~i C), !$. <c:, 8 Total A-Value w/o films •••••• , •• , • • • • \ 0 ,'±7 9 Inside surface air film • • • • • • • • • • • • , • • Q I b'tS 10 Outside surface air file • • • • • • • • • • • • • • • 0 , (] . 11 Total thermal resistance (At) • • • , • , • , , , • • \ \ 1 2 '2- 12 U-value (1 / Line 11) •••• , •• , • , , • , , , , 0 , 09 C Wall WeiW1t (IMt) :J'21j -o,~~ 2., ~o 0 E S~ciHc HC eat Col C x Col D (Btu/F-lb) (Btu/F-sf) C> .2.2.. ~<c,..~ \--\--O, 2.o o.·o, 0 1 2-CD O,t::,i Total HC Form Revised September 1986 Page __ of __ Constructi·on Assernbly Compliance Form CF-3 For Enforcement Agency Use Only Project Tide K,f½?,.._ n 121'1\-\ c:,EJ< /Mc.. KE?DWt.J Documentation Author/Firm ' Checked By General Information 1 2 3 Assembly Type and Number • • • • • • , • • • • • . , • • , • , • • • • , , , • • • , , , • • , • , 'off\ LL-\ Framing Type . • • . • • • • . . • • • • • . • • • • , • • , , • , , • , , • • , • . . • • . . . • V\ ?7:'A: h== Framing Size ••••••••• , •••••••• , •••• , •• , ••••••••• , , •••• , • '2.'1 X. \ 4 Framing Spacing • • • • • • • • • • • • • , , • , • • • • • . • • • • , , , • • • • • , • • , • , • \ ( t) Inches Date 5 Insulation in Cavity • • • • • • • • • • • • • • • • • , , , , • , • • • • • , • , , , • • , • , • , • ~, 4: F--ft2-hr/Btu 6 Effective A-value of Cavity/Framing • • • • • • , • • • • • , , • • • • , , • , , • , , • , , • , • • • 2., '2.. F-ft2.hr/Btu .. . \ ll'St!l!---!1--11-----+--2 ~-',-11-----t--'3> 4-----1--4 Sketch of Construction Assembly List of Construction Components A 2 3 4 5 6 7 1 . Desa-iption {)4 Co-Ne.-ncr u-P PAt::8.., ,,• ,., B A-value 0, ~'1 Z.,'.2. a, ~Ce a Total A-Value w/o films • • • • • • • • • • • • • • 4-, :39 9 Inside surface air film • • • • • , , • , • • • • • • 0. (e B 10 Outside surface air file ••••••••••••• , • _ _.,,,O'--'-, .,_(_,_1_ 11 Total thermal resistance (Rt) • • • • • • • • • • • • C,:,, 2-lf:: 12 U-value(1 /Line 11) ••••••••••••••• ·-=O_,,,_,_l _9_,___ Form Revised September 1986 C Wall Weight (lb/ft2) ,2,5 0,13 D Specific Heat (Btu/F-lb) 0,22 0.2..D 0,2..& Total HO E HC Col C x Col D (Btu/F-sf) l<e,. 01 0.02 o,CdB \le>,7S Page __ of __ ti ,i- ..... ,,. CALCULATION SHE.ET DATE ____ _ DESIGN BY_""Di..c..,..,J:ll..:....' _________ OATE ____ CHEC~ED BY _______ HEET NO. __ _ JOB NO, ___ _ . . SUBJECT CA:r..f1.b\.A':i\S?N o,F ll\.lA-u, l) ... Vt\-"\.o\J& CALCULATION NO . .,_ ______ FILl'l NO. ___ _ '2.or-Je M~ NPNDx. c-9 p c.. ... 1-4 8'1~'1 tFf. r--i A-Mui¼- I(. if toiJc.. A-~-~~ 6f 'l,Qtvli:; (. bl tf ,. ~L.A--t7otJ c,f=--I,: h 8fl1" • I (!J ~ ?ft!' A C. A KC. /<../AC I /l "'C.) ~,~. O~"i>1De-1+1a.. "1f.J;D , I 87.5 5,«re;Z. /,/D3 I <=/07 2'•,,,'1 , /6"75 /, 4-'t 1 3. (:,8 M.1<-S"ilP ?ONC-. 212 ( lb ~A-) /YI an-~ p(-lc,f;. ,/$75 s-2-00 q7 :::> , oo/ NI 1=:Trl(_ w !:SB ,CO!=> IS,,2 ,7'6Co lri.!501.. t},lt>N . I g2.S I 2C/ 'f ,_o S't ,'is~C:, L \ C\ I NtE:J"P.lW~ ,oo,$ 157,2 , 7 i c,,, (-1-1~ !S.PAa:. • ,g 2,s; /,06'f ' \ q 't (Y'l ra1l'l-F'ftr;.£ / ( fr75 • 9 'e,o \ • t:> z.c, !S'J.oo 'il .s tOD I &--'-IP. P:, D / / f 75 /,715 ,33.S 2,'f8~ /NS1D /i, A1l2. 't<? 7.5 /,lf-7/ 3,b2b ,27(,,. ,~.4\\-\ ~ '\~~,(¼,_ ~ wQ..A. ;;;::.. 0, c,741:,t:5 (1/(r<./A: 1t5ffil-~ V fr;v>, e <=>F Zo N'e = c.,,,44 , u z: O, ISS ':-; ~r\ "71-,~ C.F -~) ~ T"""'s~~CA.. I \,14<'.c~~)<_ o.\!S':::> :::-b,17'(s5t;;_)\,,r-f I ~ =.o,u;;,2. / 1,%sfr -o.ll-:9 tk--/\,.f-f-S:\-' s l?.-. /'vw ~ r' }. HVA9. Power Indices Summary Form and worKsneets e:Leaw -"e Tl Ls For Enforcement Agency Use Only Pr01edtre k-m A: Documentation Author/Finn Checked By Date Summary Data 1 Condtioried Floor >.tea •. · •..•.•••.• , •.•.. , •.• , •• , • , , , , • , , , • • • • 2 '3. ~j / f12 2 Total Fan Watts Ouri~ Peak Cooling_ Condi lions (from Worksheets below) • • , • , , , , • , , , • , , , : I 015? S, kilowatts 3 Fan Wattage Index (Line 2 x 1000 I Une 1) , • , • , , •• , • , , , , , , , , , ·, , , , , , , , , , , _ I 1.S . Wattstft2 kBlu/hr " 5 Total HVAC Sys11tm Energy During Peak Cooling Conditions (from Worksheets below), , , , , • , , • , , 405,Tl Cooling Power Index (Line" x 1000 / Une 1) •• , , , ••••• , •• , , • , • , , •••• , • , ••• ?,'!3-t'J Btu/hr-ft2 Total_ HVAC Systam En~y During Pe~ Healing Conditions (from Worksheets below) , • , , , , , , • , • ?! ,l~ 7 Heating Power Index (Une 6 x 1000 / Line 1) • , , • , , • , , , , , • , , , , , , , , , , , , , , , , _, 2.__T_ ,4 .... __ 6 kB!U/hr 8Iu/hr-ft2 Fan Energy A B C 0 E F Brake Horupower Motor X Drive Efficiency Equipment Mark Oesc:rip, lion Cooling Heating Cooling· Heating H(]-7_ I tJ Oo~(.... gL,o....icr(I. .~~ • c;-<! I t7 .'} I tl ~ f-t P-'s \ ,, I 4 l'J. I .e!\ I 8 l ,81 uo-c::( '2,2 '2 I "Z. I Bl . "'j / HP-(,., • $" 3 ,5"3 ,'1 ~ ' fl., H-P • '1 .:5'3 ,f1 I"}~ t') ('" 1-t~ -1:f.. " 1,4, /. <1.f ,Sl . ~, i-1 P-'I 7. V > '5' ~ J~ \,,) ri('-~ ~., ~ ~ I .:; .~, ,-BJ Heating and Cooling Equipment A B C D E F Cooling Equipment Design Conversion Source Mark Description Output Efficiency Factor kB.IIJ/hr na All Fans lb,S-'7i na 10.239 1018\ $'0 From Worksheet Above i I \ ,. l-¼-'7-?... Pl-:: ,+taiw-.R,mP ..:1 ~tll'ru ~I_..< 10 ,2~9 6'\,t ltc?-' 11 ll ~"r..) 61 '1. 14'h£13 l-r0-4 .~~ t..~'N ~ 1. It\ l ll-:Z.r,; 1-tP..-'7 145 tuv ~\i ~'\. 2. ,-f('-'1 ~~ l::Rru c;it, "2. C:::"\ '1. H-P-I\ 110 icAfv e,t..-14'1,'o'!> U'1 -I '2. 148 )(~Tv A1 '3 S"'I I 2. H-0-P. \ l'2e> tA r~ Q "1.. u ,~.,.~ "') Total '105,'12. G H J Peak kilowatts Cori.,..rsion Number Fac10r Fans Cooling Heating 0.74G ) ,\ 5' 1.. 'l ,<1..'l 0.7"6 ) . '2., 'L \ 2. ' 'Z. ' . 0.7"6 -, 1.0?:, rl..o ~ 0.7"6 I 1$''2. 1 I ,S°'l,.'7 0.746 l •S'2..'l . ,-z. '1 0.746 l 1,~~ I I .,, "!> 0.7"6 I ,S-2'1 ,~1'1 0.746 2,t:;o "2.'io 0.746 Total kilowatts ldi,,'5'1,'8 fb.JS"'lB G H J Healing Design Conversion Source QJtput Efficiency Factor kBtu,hr ,0..1.r;ni na 10.239 1010,3. 4~ur.., ~ '3 Ll ~- l I 8 1<61\' -z-G\ 3 1"21,o G,, 80 kAf\) Z,0 -~ 85ar I 4< l<v-irv _ ~~ J 4<" lid\~ 1(1','f\> 2 ' .ti < ll~ ~8f\/ 2./'\ ~ I 'l'l IQ(.. 45' KBtv ~ 3 4~ 1\8 ~ITTU 2 ~ ~ 17.2.,0 C. Total r,40 dft ., . ~orm i=lev1sed September 1986 Page __ ,, __ I • • • • • • • ... \.',I :.•,•1, ••. I--\P-12. Model No. CHP15-261 CHP16-311 CHP16-411 CHP1.6-461 CHP16-313 CHP16-413 CHP16-463 * ARI Standard 270 SRN (bels) 7.8 7,8 7.8 7.8 *ARI Cooling capacity (Btuh) 23,400 29,000 35,200 41,000 Total unit watts 2820 3630 4050 5130 Standard SEER (Btuh/Wattl 9.15 9.05 10.30 9.00 240 EER (BtuhN.'att) 8.30 8.00 8.70 8.00 Ratings Dehumidifying capacity 27% 23% 22% 22% • ARI Certified Heating Capacity (Btuh) 24,800 30,000 ~.ooo 45,000 Total unit watts 2580 3030 3515 4400 High Temperature C.O.P. (Coefficient of Performance) 2.82 2.90 3.00 3.00 Heating Ratings .. HSPF 6.4 6.8 7.0 6.8 • ARI Certified Heating Capacity (Btuh) 13·,aoo 16,200 19,600 24,600 Low Temperature Total unit watts 2130 2470 2740 3450 Heating Ratings C.O.P. (Coefficient of Performance) 1.90 1.92 2.10 2.10 Indoor Coil Blower wheel nom. diam. x width (in.) 9x9 9x9 10 X 9 10 >' 9 Blower Motor horsepower 1/3 1/3 1/2 1/2 Indoor Net face area (sq. ft.) 2.5 3.2 4.5 4.5 Tube di_ameter !in.) & No. of rows 3/8 -3 3/8 -.3 3/8 -3 3/8 -3 Coif Fins per inch 18 15 15 15 Net face area I Outer Coil 9.1 9.1 · 10.2 10.2 Outdoor (sq. ft.) I Inner Coif 2.2 8.6 9.6 9.6 Coil Tube diameter (in.) & No. of rows 3/8 -1.7 3/8 -2 3/8 -2 3/8 -2 Fins per inch 20 20 20 20 Outdoor Diameter (in.) & No. of blades 18 -4 18 -4 20 -4 20 -4 Air volume (c_fm) (factory setting) 22QO 2200 2800 2800 Coil Motor horsepower 1/6 1/6 1/6 1/6 Fan Motor watts (factory setting) 220 220 255 280 Refrigerant 122) Charge 4 lbs. 10 oz. 5 lbs. 13 oz. 7 lbs. 3 oz. 7 lbs. 10 oz. Condensate drain size mpt (in.I 3/4 3/4 3/4 Net weight (lbs.) 1 package 270 300 404 ECB18-5 Output Btuh 18;00Q 18,000 tA.F.U.E. 99.0% 99.0% ECB18-7 Output Btuh 25,000 25,000 tA.F.U.E. 99.0% 99.0% Optional ECB18-10 Output Btuh 35,000 35,000 Electric tA.F.U.E. 99.0% 99.0% Heat Outp_ut Btuh 52,000 . 52,000 Ratings ECB18-15 tA.F.U.E. 99.3% 99.3% ECB18-20 Output Btuh ........ 71,000 tA.F.U.E. ........ 99.1% ECB18-25 Output Btuh ........ ___ .. tA.F.U.E. -------- Optional Roof Mounting Frame (Net Weight) RMF16-46 (102 lbs.) -Optional Economizer Dampers (Net Weight) REMD15-46 (103 lbs.I No. & size of filters (in.I -2 Packages (1) 16 x-25 X 1) Optional Horizontal Economizer Dampers (Net Weight) EMDH15-46 (89 lbs.I No. & size of filters !in.I -2 Packages (1)16x25x1 l~d~t~~eight) R DE 15-4V83JJ>a\! ze lit (in \h(.... \ti IZ(,o~. (1) 16 X 25 X 1 :Optillnal Filter Section (Net Weight) FS15-46 (12 lbs.) No •. & size of filters (in.)· (1)16x25x1 Optional Outside Air Dampers (Net Weight) OAD15-46 (14 lbs.) No. & size of filters (in.I (1) 16 X 25 X 1 Optional Gravity Exhaust Dampers (Net Weight) GED15-46 (4 lbs.) Optional Over/Under Duct Transition (Net Weight) PT15-46 (47 lbs.I No. & size of filters (in.) (1) 16 X 25 X 1 Optional Ceiling Diffusers I StepsDown RTP9-65. (67 lbs.I (Net Weight) I Flush FD9-65 (37 lbs.) Optional Ceiling Diffuser Transition (Net Weight) SRT15-46 (19 lbs.) * Sound Rating Number In accordance with ARI Standard 270. • Rated in accordance with ARI Standard 240; 460 cfm (maximum) indoor air volume per ton of cooling capacity. Cooling Ratings -95°F outdoor air temperature and 80°F db/67°F wb entering Indoor coil air. High Temperature Hetlng Ratings -47°F db/43°F wb outdoor air temperature end 70°F db entering Indoor coil air. Low Temperature Heating Ratings -17°F db/16"F wb outdoor air temperature and 70°F db entering indoor coil air. •• Heating Seasonal Performance Factory based on DOE test procedures. t Annual Fuel Utilization Efficiency based on DOE test procedures and FTC labeling regulations. 3/4 404 HP-5 --\-IP-7 CHP15-511 CHP15-613 8.0 48,000 5780 9.55 8.30 23% 50,500 4930 3.00 7.2 26,600 3950 2.00 11-1 /2 X 9 3/4 6.4 3/8 -4 15 17.2 14.5 3/8 -1.9 15 24 -4 4300 1/4 380 10 lbs. 0 oz. 3/4 529 18,000 99.0% 26,000 99.0% 36,000 99.0% 53,000 99.1% 70,000 99.1% 87,000 99.2% CHP15-661 CHP16-663 8.0 59,000 7280 9.00 8.10 26% 62,000 6060 3.00 7.0 34,600 5330 2.00 11-1/2 X 9 3/4 6.4 3/8 -4 15 17.2 16.5 3/8 -2 18 24 -4 4300 1/4 380 10 lbs. 10 oz 3/4 540 _.,,,_ ---- ---- ....... 36,000 99.0% 54,000 99.1% 71,000 99.1_% 87,000 99.2% RMF16-65 (109 lbs.) REMD15-65 (136 lbs.) (2) 20 X 20 X 1 EMDH15-65 (136 lbs.) (2) 20 X 20 X 1 RDE1~~- (2) 2 X 20 X 1 FS15-65 (44 lbs.) (2) 20 X 20 X 1 OAD15-65 (22 lbs.) (2) 16 X 16 X 1 GED15-65 (6 lbs.) (with REMD15-65 only) DT15-65 (122 lbs.) (2) 20 X 20 X 1 RTD9-65 (67 lbs.) FD9-65 (37 lbs.) SRT15-65 (20 lbs.) - - - SPECIFICATIONS HP-1,-~4 4 +;f-9' Mod.el No. CHP11-963 * ARI Standard 270 SRN (bels) 8.6 Cooling Capacity (Btuhl 89,000 "ARI Certified Total unit w.atts cooling 10,840 Cooling Ratings EER (Btuh/Watts) 8.20 Dehumidifying capacity 32% • ARI Certified · Tota( cap!lcity (Btuh) 90,000 High Temperature Total unit watts 9450 Heating Ratings C.O.P. 2.80 • ARI Certified Total capacity ·1stuhl 46,000 Low Temperature Total unit watts 7570 Heating Ratings C.O.P. •. 1.8 Refrigerant charge (R-22I 20 lbs. 5 oz. Net face area (sq. ft. I 8.3 Indoor Coil Tube diameter (in.) & No. of rows 1/2 -4 Fins per inch 15 Indoor Coil Wheel nominal diameter x width (in. I (1)15x9 Blower Motor horsepower (Minimum-Maximum) 1-1/2 -3 Net face area (sq. ft.) 14.8 Outdoor Coil Tube diameter (in.) & No. of rows 1/2 -3 Fins per inch 15 Diameter (in.) and No. of blades 17) 20 -4 Outdoor Air Volume (factory setting) 6000 Coil Rpm (factory setting) 1075 Fans Motor horsepower (2) 1/3 Motor watts (factory setting) 850 Condensate drain size mpt (in.I (2) 3/4 Number & size of filters (in.) (4) ,16 X 20 X 1 Net weight of basic unit (lbs.) (1 Package) 1205 Mod!JI No. & Net Weight HWC11-95 (65 lbs.I Optional .. Heating capacity range (Btuh) 100,000 -: 250,000 Hot Water Net face area (sq. ft. I 4.5 Coil Tube diameter (in.) -No. of rows 1/2 -: 2 Fins per inch 16 Optional Model No. ECH11-95 Electric Heat kw input range 15-30-45-60 RMF11-95 (150 lbs.) Optional. Roof Mounting Frame -(Net weight) RMFHl 1-95 1205 lbs. I RMF,<\11-95 (255 lbs.) Optional Power Saver & Controls -(Net weight) PSD11-95 (97 lbs.) Optional Gravity Exhaust Dampers (Net weight) GED11-95 (13 lbs.) Optional Ceiling Supply & Return Step-Down Oiffuser -(Net weight) RTD11-95 (84 lbs.) Optional Ceiling Supply & Return Flush Diffuser -(Net weight) FD11-95 (84 lbs.I Optional Ceiling Supply & Return Transi.tions -(Net weight) SRT11-95 (28 lbs.) Optional Minimum Fresh Air Dampers (Manual) -(Net weight) OADM11-95 (57 lbs.I Optional Automatic Fresh Air Damper Kit -lNet weight) 27F89 (15 lbs.) Optional Remote Status Panel SP11 (12FB3) Optional Remote Switching Status Panel 8?;1'11 (12F84) Optional Disconnect Mounting Kit LB 3H;,ll8BA (10 lbs.) \f...-1 CHP11-1363 8.8 122,000 14,920 8.20 31% 125,000 12,550 2.90 64,000 9880 1.9 26 lbs. 12.0 1/2 -4 15 (1) 15 X 15 3 -5 19.9 1/2 -3 15 (2) 24 -4 8500 1075 (2) 1 /2 1200 (2) 3/4 (6) 16 X 20 X 1 1585 HWC11-135 (75 lbs.) 100,000 -275,000 6.5 1/2 -2 10 ECH11-135 15-30-45-60 RMF11-135 (180 lbs.) RMFH11-135 1245 lbs.) RMFA11-135 (290 lbs.j PSD11-135 (163 lbs.) GEDll-135 (18 lbs.) RTD11-135 195 lbs.I FD11-135 (95 lbs. I SRT11-135 (32 lbs.) OADM11-135 1114 lbs.) 27FB9 (15 lbs.) SP11 (12FB3) SSP11 (12F.84) LB-38208BA (10 lbs.) Flectrical characteristics 200 to 460 volt -60 hertz -3 phase • Sound Rating Number in accordance with ARI Standard 270. 'Roted in accordance with ARI Standard 240: At 450 cfm (meximum) indoor air volume per ton of cooling C11Paclty. Cooling Ratings -95•F outdoor air temperature and BO"F rlb/61°F wb entering indoor coH air, , High Temperature Heating Ratings _ 41°F db/4J•F wb outdoor air temperature end 70°F db entering indoor coil air. low Temperature Heating Ratings _ l1°F db/JS•F wb outdoor nlr temperature end 70'F db entering Indoor coil air . .. c · · . . , 1 dltl1>n• and air volumN, Sae con capacity curves . . apacny range shown 1s possible with -:-arving supp y con · '11r . c, 0 • ~,1-' .. ,~." Di!HE sn:lE ZCl!''1E SINGLE-HOUR LOAU CALCULATION OUTPUT 04 .. -2 :I.·--;!. 9E17 CARLSBADr-California 12!5!, :1.27 i• L2El KAISER ELECTRO-OPTICS TIME UUT:OODn I !\!DOOR ,:luJ. :l.700h El:! .. , 0/ 6F.l. 0 F '70.0 F 6 :l. '.i:: :I. '..?F.16 ·1 •• , r) ************************************************************************ ZOl'•IE DES I GI\I CDDi.... I !'-ID I....Df-~D SUMMt)H'{ L.Clf.":lD COt-'IPONENT !:;[J\IEl I HL..E ( HTU/!·11'··) l...{)TEl\!T <BTU/hi'") --------------------------------------------------------------~-------·-"" rn:JI...P1R !;:l(.; IN GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION TRANS. LOSS TO UNCDND. SPACE I .. IC·3HTING ( ~5!' c;4.f) ~\I TCJT!-:)L..) OTHER ELEC. ( 3 1 764 W TOTAL> PEOPLE < 6 PEOPLE TOTAL> MISCELLANEOUS LOADS COOLING INFILTRATION COOLING SAFETY LOAD· F:lUB··-TDT t=1L.E:; NET VENTILATION LOAD < SUPPLY FAN LOAD <BHP= ROOF LOAD TO PLENUM L!GHT!NG LOAD TO PLENUM TOTAL COOLING LOADS TOTAL COOLING LOAD er 3.80 Tens ZONE TOTAL FL.DOR AREA ZONE OVERALL LI-FACTOR :1. :,x) cr:~i"I) (),, I;?) OJ'"' (l 0 0 t:j.1 040 0 :i.2,. B4:I. :I.!' 7:.;::El 0 0 0 ::::; f} !' C/ () ::~~ :I. r 42~~; !) 0 4~.'.i !' h40 BTU/ht'" 6'.215 .. ~:i 1;;;qft/Ton~,; ~.;,i,.,3.:;i'.Ji--. () 0 s; C:I f t 0 0 () 0 0 0 0 0 u :I.~ tr:h~i -:I.~ :I. 9::::: 0 C, 0 ::~; !1 ()'/ :f. 0 .. 045 BTU/hr/scft/F ************************************************************************ Transmission and Solar Gain by EMpcsure L.(](...'lD CCWIPDNl::J,rr (...)HE:.(~ TFU-1"-IE:;M 1 r:;E; I CJN S!JL.(~I::;: GA J: N (sqft> CDTU/hr) ce·ru/hr) GL .. ASF3 LO(H)S: NE () 0 0 E () 0 0 SE !) 0 0 c .. ... ) 0 0 () SJ,,J 0 0 () i,<.J 0 0 () N~I 0 (l !) N () 0 0 H 0 0 0 1,1.IALL UJ{:1DE1~ I\IE: 0 0 F 0 (i ~n::: 0 0 ,., ~} 0 (1 !':3t,j 0 () ~,.j 0 () Nl.,_i 0 0 j\l 0 0 ************************************************************************ . ' • ~i:. D(-HE . SlI"fE , ZONE JOD SI NGI....E· .. +·101..Jn U.lft.U Lr--h ... i.:::UL..f.-~ 1· I UN CJU 11 .. ·'Lrl 04-21-1987 TIME ~ CARL..SBADr California OUTDOOR ~ 1 :~~~5 ~ :I. Zl r 1 '.213 I NDODR ~ KAISER ELECTRO-OPTICS ~ful 1700h !:l:I. .. (1/ 60 .. 0 F 70 .. 0 F ********************************i*************************************** COIL SELEClION PARAMETERS COIL .. ENTEf~ING f-)IF~ TEMP. (DEl/\,1JD) CDil_ L..l:::~1CiVING AIR TEMP" (DD/~\IB) COIL SENSIBLE LOAD CD IL TClT{~iL L.Ot-)D COOLING SUPPLY AIR TEMPERATURE TOTAL COOL.ING CFM (actual> TOTAL COOLING CFM (std. air) CDDI....Il\!D CFM/~_:;q-f t RESULTING ROOM REL... HUMIDITY COIL BYPASS FACTOR '?0.;'5/ 61.6 c:lf~!Cl F ~::.i6,.:;:-/ ~5~:i .. !::l d<~q F !.'.!-'.,;:: 1, ~56? BTU/hr· 4::5r 640 BTU/hi•· ~3·7 n () c:leq r:· '..'2!, 77::5 CFM 2r-'77:l CFM 1. .. :l.'7 CF!"I/E;c1·ft o .. 01.:50 ************************************************************************ f1 I N (:-) I.. E:>-·+I Ou 1::;: I ... u (.'H.l C t'.1 I... U . .11. •. ffr I CJ N u l.rl F'l.J r Df~·T~: ·· ·::3'-ITE 04-21-1987 TIME I Jul 1700h C(.~RLf:18(..:]D !' Cal i + orTd. i:i\ ClUTDDDr:~ f::ll • 0 / 6B" 0 F , : :?.. Oi'IE 1 :-!6 ~ 12c?, 1. "3 1) I !\!DOOF:: ~71:1 .. 1::1 r::· JOB ; KAISER ELECTRO-OPTICS 61212861.0 ************************************************************************ ZONE DESIGN COOLING LOAD SUMMARY L.OAD COMPONENT SOL.Al:;: (3(.:) IN GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION TRANS. LOSS TO UNCOND. SPACE LIGHTING ( 9p608 W TOTAL) OTHER ELEC. ( 7p686 W TOTAL) PEOPLE ( 15 PEOPLE TOTAL> MISCELLANEOUS LOADS CODLING INFILTRATION CODLING SAFETY LOAD SUB··· TiJT?iL.13 NET VENTILATION LOAD ( SUPPLY FAN LOAD <BHP= ROOF LOAD TO PLENUM !.. .. I r3!--!T I !'!C3 U.MD TO PLENUM TOTAL COOLING LOADS TOTAL COOLING LOAD or 7.09 Tone 2:or-!E TCn"r-iL. FLOOR Al;~Ef'•). ZONE OVERALL LI-FACTOR ·:::-(:H:1 CF!"!~ :I ... t)) q 1:::· J··.I q l Y.:H 1::: .... ··-· ...... -· .... _,, ..... (BTU/hi'") 0 (l 0 0 "{'':.> "?~:i ·J ........ " . _,. ... ·:? (~:., !' :? ~,'2 ~:5 .<:J. :-·:~:::·:~r::, 0 (~) (~~ !' f:~ ~:5 :I. -:i: ; r=;r.::;s::~ _:~) JI () ::;~ (? 0 E1 !."5 !' 0 :~:; !:) BTU / h ,,. (BTU/hr") 0 t) 0 4 !' £:ii?:.:-i :? :-<?<) :1. 0 ,:1 0 1.5 4 ::~: .. ·.::: ~m !:~ ·f t / 7" ~::) ?"11::: 0. 04t':i BTLJ/h1···/s;;.qft/F ****************************************************t******************* Transmission and Solar G~in hy Exposure LOAD COMPONENT AREA TRANSMISSION SOLAR GAIN GL.PiSEl L_C)(..)D!:>: NE f;. HE (''' \::) St;J L.tJ Nl,iJ N H l,1Jf.)LL LC)A:0S~ NE r· DE ("' ,::, /31;) w N!.-1J N ~~::qft) (.1~1TU/h!'") (PTU/h~"·) 0 0 0 0 0 () (l 0 () 0 0 0 1:1 () 0 0 0 0 0 0 0 0 0 0 0 () 0 0 0 ,::\ 0 t) () 0 0 () () 0 0 0 0 0 0 ************************************************************************ HP 3:i -- 'i f3 I 1,fG)l .... l:::··+·ICJl.m L..D(tu C?~I....GUL..?~T JON OUTPUT D::.~TE ~HTE ZOl''-IE ,JDB 04-21-1987 TIME ,Jul :I. 700h :l 26 :• :I. 2r:; ~ :l :::r.o KAISER ELECTRO-OPTICS UUTDODR 1 81.0/ 68.0 F INDOOR 70.0 F ********************************t*************************************** COIL SELECTION PARAMETERS CDIL El,!TERING f.:,IR TEMP. (DB/!1JE:) COIL. L..Eh\t'IND AH~ TEMP. <DB/i•,IB) COIL SENSIBLE LOAD CC)Ii.... TOTAL. LO?~D COOL.ING SUPPLY AIR TEMPERATURE TOTAL COOLING CFM (actual) TOTAL CODLING CFM (std. air) CCJCJLI!\1(3 CFM/sqf t RESULTING ROOM REL. HUMIDITY COIL BYPASS FACTOR 70.7/ 6l.f3 c!eq i:::· ;:)6.:::./ t:.'.i5.B c!(·:2Q F 77. 4~::-7 DTU/h1 .... f:1:::i:, o::::-'.5 BTU/hi'" !;:j'7 n CJ c!E?9, F 4" 9ff::o CFM 4 ~ 97~5 CFM t , ~~;() CFM if.,; q+ t !~~ :!. 'X (l. 0!50 ************************************************************************ DAT!::: .. :. SI TE: . zrn,.iE ,JClB . .. ' . , ..... SI NGI._E ···HDUR L..DfiD Ct.'.)1 ... CUI.. .. AT I ON CJUTPU"I' 04--~:~ :!. .... :I. 9!37 CARLSBAOp California . KAISER ELECTRO-OPTICS TIME OUTDDOR INDOOR E/:1. ., 0/ 6El .. U F 61 '.? l '..::'.B61 • 0 *t**i**************************************************************1**** ZONE DESIGN CODLING LOAD SUMMARY L...CJ(-)D CUMPONEl\!T SOL.AF:;: 13(:~ ::: N GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION TRANS. LOSS TO UNCOND. SPACE LIGHTING 10r350 W TOTAL..) OTHER EL.EC. 855 W TOTAL) PEOPLE ( 10 PEOPLE TOTAL) MISCELLANEOUS LOADS COOLING INFILTRATION COOLING SAF~TY LOAD E;:UB--TDT1'.'.:1f...b NET VENTILATION LOAD·< SUPPLY FAN LOAD (BHP= ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM TOTAL COOLING LOADS TOTAL COOLING LOAD or 5.13 Tons ZONE TOTAL FLOOR AREA ZONE OVERALL U-FACTOR '..?oo cr:·M:, l. 0) i:::1:::·i-1c; 'I' y;i1.,_ 1::· ( DTU/h1·-) (BTU/hr-) 0 0 6!, 6~::iB , .. ~ ::::; !I '? ~5 () ::::;~5 !' ::::; :f. 1.1. ::~ !I <:,}) :I. '7 ~,~ ~ !:3BO 0 0 0 !'51 !' 9!51. :!. ~ 94:1. ~::~ !' ~j <f ·7 0 0 ,::,:l ~ ~.'i'70 BTU/ht'" f.306,, El i;;;.qft./TDf"I!,; l!-!, :1.40,, 00 s.;q·ft 0 0 0 0 0 0 0 0 0 ('l :::::!. :1.::::;1.) :I. !f 9!:::iC_;> r) 0 0 0.138 BTU/hr/sqft/F ************************************************************************ Tt-an~5mi ss;i on f.,\nd t>Cll c,1r· C·)i,,1.i r1 by ENpo~~ure LOAD COMPONENT AREA TRANSMISSION SOLAR GAI~I ( ~5q-f t.) COTU/hi'") · (BTU/ht·") C::il...P,G!:3 1.. .. Dr-:)I)Ei ~ NE 0 (l () r· 0 0 0 E;E 0 0 0 f:) 0 0 0 f;l,I) 0 (1 0 (,,J 0 0 0 Nf,;J !) 0 0 N 0 0 0 H 0 0 0 ~lJAl ... l.. LCir-:)D:::1 ~ NE:. 0 0 E 0 () t1E l !' :::::i~1a 7~ {'j>~;t:t. C'' ,.:> 0 () r:;~~ 0 0 ~,j 0 () N~~ 0 0 1\1 ,:i 0 ************************************************************************ ,,.:.~· . n.(~1··1~.: ~3ITE: ZCJNE JOB E;; I N!:il .... E···I .. IDUR I....DAl.i C(.1I....L.Ul....f..)T I 01\1 Cll...lTF·UT 04-21-1987 TIME CARLSBAD, California : KAISER ELECTRO-OPTICS UUTDODR I I\IDDDR ~Jul .!. 700h U:1..0./ 6fl .. O F ********************************t*************************************** COIL SELECTION PARAMETERS CDii .... [NTERING r.1IR TEMP. (D:0/L.\IU) CCJIL 1...E?';VII\IG AIFi: TEMP.. (DB/vjB) COIL SENSIBLE LOAD CCJIL TOTt-:~L UJ/~D COOLING SUPPLY AIR TEMPERATURE TOTAL COOLING CFM (actual) TOTAL COOLING CFM <std. air> COOL.ING CFM/mqft RESULTING ROOM REL. HUMIDITY COIL BYPASS FACTOR 72. 6/ 62 .. 4 c:leQ i:::· l:)6.:3:/ 5::.).!::l dr.?9 F r:'i6 !' .1.1-E:!9 BTU/h1··· 6 l !' ~:i7El BTU/ht'· !:'i7" 0 cl 0,1~~) F ~::: p ~~ :!.'.:2 CFM ::::: P ~~07· CFM O. 71::l CFM/!sq-ft !:.=;7· % 0. 0:'50 ************************************************************************ Dt1TI:~ Sil In:: ., ZDNE SINGLE-HOUR LOA0 CALCULATION OUTPUT 04-21-1987 TIME CARLSBAD~ California DUTDOOF( · I I\IDO[m ,:Jul 1700h ?2 .. 0 F" Hf (p JOB KAISER ELECTRO-OPTICS 61212861 .. 0 ********************************t*************************************** ZONE DESIGN COOLING LOAD SUMMARY !3ClLAI::;: G(i I i\l GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION TRANS. LOSS TO UNCOND. SPACE LIGHTING 6r993 W JOTAI....) OTHER EL.EC. 3~244 W TOTAL> PEOPLE ( 6 PEDPI .... E -1·0Tf1L.) MISCELLANEOUS LOADS CODLING INFILTRATION COOLING SAFETY LOAD ~3UD··-TDT (.!iL!:-3 NET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP= ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM TOTAL COOLING LOADS ·roTAl COOLING LOAD :I. '.?O CF=·M) (l,. 7) o,,.. 3_ 97 Tons en- ZONE TOTAL FLOOR AREA ZON~ OVERALL LI-FACTOR SE:.NSIBI....E (PTU/h1• .. ) l....f-'.)TEl'-.IT ( B"f'U / h1···) 0 0 () 4 !' 4</8 () ?::::; !' B~)E! .!. :I.!' Ot.:i'? :I.!' 72El 0 0 0 4:1. !' :l.~i:l :I. a 16:'.'3 :I.,. D:l.;::i 0 () .,Ji!." l :;:, l 47 !' !:.'i?4 BTU/hi'- 70~:i .. 2 i;;;c1-ft/Ton1·5 '.?!, 7<?7. 00 ~,;q·ft 0 0 0 0 0 0 0 :I.!' ff7B () 0 0 1 !' !::l7El 1 ~ !'.:iD~:5 () 0 0 0.045 BTU/hr/sq-ft/F ************************************************************************ Trani,~mi s;si on ,:,\nd L..C){.)D CDMr::·Dl\!ENT [3L{-)SS L..Df:1DS: NE E \-·, .::) w N H Ldl\1_..1 __ 1 ___ n1.::-r',c: • NE F Af,:E(-1 (sq-ft) Solar Gain by Exposure TRANSMISSION SOLAR GAIN !BTU/hr) <BTU/hr) 0 () () 0 0 0 0 0 0 0 0 () 0 0 0 () 0 0 () 0 0 0 0 0 0 0 ************************************************************************ DATE SITE ZOl\il:::: , .• ,,,,1,J, •• SINGLE-HOUR LOAD CALCULATION OUTPUT 04-21-1987 TIME CARLSBADp California KAISER ELECTRO-OPTICS DUTDDDF, INDClOFi'. ,Jul 17001"! f:l:1.,,0/ bfl .. O F '7~~ .. 0 F hl'.?l:·,,~Elbt,, 0 ************************************************************************ COIL SELECTION PARAMETERS .,,., "'" ..... , .... _ .. _, ........... -............ -.. _ .... , .. --.. -tO,ON-UOU .... _ .... , .. _ .................................... ,.,,.,.,,,,,, ........... ,,.,,.., .,., .,,., ""' '"""°'' .... , ""' ""''"" ........... ,_,., .. ""',, __ ,.,, ...... , .... , .. , .. <, _ _,,.,Ho ..................................... -,, .... ,""'' .. , .. uo,0 COIL ENTERING ?~IR TEMP.. (DB/ldf.<) CCJIL.. I .... E(.:)VING AIF~ TEMP.. (DF.1/VJD) COIL SENSIBLE LOAD COIL. TOTr-:)L LD(.~D COOLING SUPPLY AlR TEMPERATURE TOTAL COOLING CFM (actual) TOTAL COOLING CFM (std. air) COOL!NG CFM/sqft RESULTING ROOM REL. HUMIDITY COIL BYPASS FACTOR 72,, ::5/ t:i:I.. ::::: deo F :'54 .. :::-/ ~:):2:-,, B d f!:JrJ F i.\.f.!.r :1.:::::J BTU/hi--· 47 !' 594 BTU/1"!1··- ;;.'i~:'.i., 0 cl E:!Cl F 2!' 24~:.'i CFM :?r '.?4:1. CFM 0. BO CFM/s;c:1-Ft: () II ()~5() ************************************************************************ Df..\TE: fl I TE:: -~·{"il\fJ;::-1.f ,_ ,,J .-. ,HJJ.:) 13 I NC:)i .... E··+·IUtm 1.. .. Uf.:·,D C{~L.C:UL.JH I ON CH.JI Pt.fl 04-21-1987 TIME CARLSBAD~ California OUTDOOR 115-118 lNDODR KAISER ELECTRO-OPTICS .Jul l 'i"OOh 7'.?. 0 F -HP 7 h :I.'.? 1. '..?El ti j_ .. 0 ********************************i*************************************** ZONE DESIGN CODLING LOAD SUMMARY GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION TRANS. LOSS TO UNCOND. LIGHTING ( 4,050 OTHER ELEC. ( 2p088 PEOPLE ( 6 PEOPLE MISCELLANEOUS LOADS COOLING INFILTRATION COOLING SAFETY LOAD f:lUB-TfJT<~L.E, NET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP= ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM TOTAL COOLING LOADS TOTAL COOLING LOAD ElPf.:~cE IAI TOT(-'lL) i~ TClTf.~L) TOTAi .... ) 120 CFI''!) ::::: SE:I\!f:; IBLE (f:1TU/hr") 0 0 41, :l.74 ,-, .,::.!, 60~:) 0 .I.::~;!' E!:l. 9 "7 I !' :1.:::::4 1. !' 7:,;~E! 0 () () 291, 4!50 1" :I. l!:l~i l 11 ~~~(~~Cf 0 (I :.:::.l l' 1?:1.4 1...r:~TENT (BTU/hr") (.) (l () 0 0 0 0 :l. p El?El 0 0 0 :I. l' !::!78 11, :54::::: 0 0 0 o,,.. 2 .. c-/4 TonE.-01·-· ;:':i!:'iO .. ::? s,.qft/··1·cinm; ZONE TOTAL FLOOR AREA -:l.p620.00 soft ZONE OVERALL LI-FACTOR -0.160 BTU/hr/sqft/F ************************************************************************ Transmission and Solar Gain hy Exposure 1_,nL\n CD!··1!F'!JNEI\IT (.~l~Er-'.:\ TF:r:1NDMJ.Ei\3IDI\I E1CJl..(.~F: Gf1IN (5qft) CBTU/hr) (BTU/hr> ............... ,,_ .... , .... , ..... ···-.......... ·-..... _.,_,,_ .. __ , .. ---....... -............................................................................. , ......... ·-· .............................. ··-·--..... ___ ,, .............. ,., ___ ..... ·---.......... --~-............................................ ···- GLP,SS L..Cl(HlS ~ NE . r· SE r~ ,::> !31.-'.I ii.J i'!l.-1! I\! H J,.Ji.!11 ,.l. J_i"it::.,nc::. NE E SE ~3 m\J \•! Ni~ !'! . . () 0 (l 0 0 () 0 (' -·' 1) 0 () 720 /I,!' (1 0 ,:1 0 (l 0 () 1) 0 0 0 () () 1) () 0 :1.74 (1 0 0 0 !) 0 () 0 0 0 0 0 (l 0 ************************************************************************ Df.)TI:: SI'lE ZCW.IE JOB SINGLE-HOUR LOAD CALGULATION OUTPUT 04-21-1987 TIME CARLSBAD, California 11 ;-5»·-118 KAISER ELECTRO-OPTICS OUTDODR INDCJCJR .Jul 1 ?t)Oh f:3:!.,,U/ hB .. O F 72,,0 F 6:l.:?1206:1.,, o *********************************f*****************************t******** COIL SEL.EC"f I IJN 1::·r~RAMETEF;:f::l COIL ENTEfHNC:1 (HF: TEl"IF'. (DB/l·'-lD) .... 7'.,'2. 7/ 6:1. .. 6 dE~9 F r~nT1_ LEf.~VING f.U!~ TEMP .. <DB/1,<JB) ·-~54 .. 3/ ~:;:2:..B cfr.?9 F COIL SENSIBLE LOAD -31.914 BTU/hr COIL TOTAL LOAD -35p335 BTU/hr COOLING SUPPLY AIR TEMPERATURE -55.0 dee F TOTAL COOLING CFM (actual) -:1.,607 CFM TOTAL COOLING CFM (std .. air) -1r604 CFM CDDL!NG CFM/sqft -0 .. 99 CFM/sqft RESULTING ROOM REL. HUMIDITY -53 % COIL BYPASS FACTOR -0,,050 ************************************************************************ Df:)TE SI'fE ZONE SINGLE-HOUR LOAD CALCULATION OUTPUT 01-02-1980 TIME CARLSBADp California OUTDOOR 132 INDOOR KAISER ELECTRO-OPTICS .:Ju.I. 1. 700h q ., (\ .,. -:. o (l 1:: ( ..... " .... , u~.), .... H ·,,n n 1:::· .p ... Z -~-:: ·: .. .. ----~ ---' 6 :I. ~,:: :I. :.,:: H b .!. " u ************************************************************************ ZONE DESIGN COOLING LOAD SUMMARY L.Of.'.1D COl"iPUI\IENT ;:>DLi!~f.::.: E)(..:i IN GLASS TRANSMISSION WALL TRANSMISSION ROOF TRANSMISSION TRANS" LOSS TO UNCOND. LIGHTING 2p613 OTHER EL.EC. ( 1 ~ 01.J-~.5 PEOPLE ( · 3 PEOPLE MISCELLANEOUS LOADS COOLING INFILTRATION COOLING SAFETY LOAD E;UH-TClT 1i:1LS NET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP= ROOF LOAD TO PLENUM LIGHTING LOAD TO PLENUM TOTAL COOLING LOADS TOTAL CODLING LOAD 01 .... :I. .. f:l2 Ton~~ ZONE TOTAL FLOOR AREA ZONE OVERALL LI-FACTOR E-1Pl-~CE: ~I/ TDTf.'.1L) ~I/ TOTAL.) TCITf.-\L.) bO CFM) 0.4) or· !:}Ehl~:l I Ell....E (.P'l"U/hr·) 1:BTU/hr) () 0 :/. !' L!,4:1. :I.!' 7·7~.5 :I.!' Cjl.j.(I B!, 914 :3p \566 864 0 0 () .!.fl!' l.j.frt:_;l :1.,,067 0 0 '..;::O !' 27!:l :-~~1. ~ tl:I. :I. BTU/hi··· ;:;5'7Lj.,,? ~,,qft/"f'c)l'l~-::- :1. :' 04;:.'5., ()() !,; Clf -1:: 0 0 0 () 0 i) 0 9:~:r:p 0 0 0 594 0 () 0 0 .. :1.14 BTU/hr/sqft/F ************************************************************************ Transmission and Solar Gain hy Exposure L..DP1D CDMr-::·DNEI\IT t3Lt1!3S LDf-Hl!:l: NE r .. SE tA.1 !···! t1Jf.)L.I.. L.DP1JX3 ~ I\IE E s ~3W l;J hf-~E(..'.\ (sq-ft) 0 (i 0 0 0 0 0 () 0 (l 0 0 0 0 0 0 0 0 (l 0 (l 0 0 . GCH ... r-)H 0(-) J. I\~ (BTU/hi'") 0 0 (.1 0 () 0 () 0 0 ************************************************************************ DATI; E-Ll:TE ZDNE JOB El I NGL..E· .... HtJUFi'. !....L!(1I.J C(-)1 .... CUL.f:iT I ON OUTPU·r· 0 l ··-02··· :I. 980 CARLSBAD~ California KAISER ELECTRO-OPTICS TIME nu·r·nnDR INDDClF~ aul :1. 700h 1:3:1.. (.)/ 6(::) .. 0 f.:- 70. 0 F f.:d '.i :i.:;;:: f:l 6 :I. • 0 ************************************************************************ CDIL SEL.EClION PARAMETERS CU.t.L ENTEF~:ING f'.-)IR TEMP. (DD/l;>J:H) CDIL LEA'-./ING (.~II:::: TEMP.. <DB/l.-1iH) COIL SENSIBLE LOAD CD:( i... Tcr·u;L. LUM) COOL.ING SUPPLY AIR TEMPERATURE TOTAL CUOLING CFM (actual) TOTAL COOLING CFM (std. air) CC!Di ... ING GFM/1:;qft RESULTING ROOM REL. HUMIDITY COIL BYPASS FACTOR 70.5/ 61.6 deg F !:56. :;T, I t7.i;-::;. f:l d f~~o F. :.,:'.O~ '.:,~71:3 BTU/hr" 2:1. !' El:I. :I. BTU/hr ~S7. 0 c:IE,'Cl F :I. !' :::-'.?O CF~M :I. ~ ::::; :I. D CFM 6:l '.1/,, 0. o:::iO **********************************************************************t* DATE SI 'fE. aoB SINGLE-HOUR LOAD CALCULATION OUlPUT 04 .. ··2 l ··· l <;>El7 CARLSBADp California KAISER ELECTRO-OPTICS TIM[-::: ,OUTDOOR I I\IDDDF: ,Jul :I. 7C10h f.3:1. .. 0/ 6E:l.O F '?~5. 0 F 6:1 ;~:1.:::"::!::l6:I.. 0 ************************************************************************ ZONE DESIGN COOLING LOAD SUMMARY LOhD CDMPCJNEI\IT l:3EN!3 I HL..E · ( DTU/h1··) U-)TENT (BTU/hr) --------------------------------------------------------------·---------·- GLASS TRANSMISSION 1•!(-~L.!.... T!~:?!\H'::!M I BS I UN ROOF TRANSMISSION TRANS .. LOSS TO UNCOND. SPACE LIGHTING < 6p808 W TOTAL> nT1-1r.~i::;, 1::·1 .r.::-r'. ( :3; !' 60B hi TDT {)L..) PEOPLE ( 77 PEOPLE TOTAL> M!SCE!....LANEOUS LOADS COOLING INFILTRATION CODL. I r,!u S(-~FETY l..C)(:~I.) SU1:3·-TDT{:.!!....'.:1 NET VENTILATION LOAD ( 1540 CFM) SUPPLY FAN LDAD (BHP= 1.2) ROOF LOAD TD PLENUM LIGHTING LOAD TO PLENUM TOTAL COOLING LOADS TOTAL CODLING LOAD or 9.94 T~ne ZONE TOTAL FLOOR AREA ZONE OVERALL LI-FACTOR ::::: (:) !' f::!22 :I. p :l.-4B 41,01.:1. 0 :l. 2!. :~r.:1.1 :;:~:·,;·:: !' :I. '7 t, () () () 74!; Cjlt_,::::; <:;,~ 964 0 0 ' . :!. :1. r:; P 2::50 BTU/h1··· 271.1 .• :!. rsqft/TDn~;; ~;::~ !I ·7 ::;:~ ~:;i n () () ~; Cl { 't: (l 0 (l 0 0 0 24p :I.O:I. 0 0 0 '.,"24r-:I.Ol 7~0f.:l0 0 0 0 :~:-:I. 1, :I. El :I 0.:1.BD BTU/hr/sqft/F ************i*********************************************************** Transmission and Solar Gain by Exposure LOf'.:iD CCJl''!PDl\!ENT N:;:Ef-) . T!'-;:nl"'!EWI I E,i:l I DN DDl....hl"~: G{--~ IN Gl....f.:)E>S !..._C)(..)Df:3:: 1,11:::: I"" SE r~ ::, l>J NvJ 1\1 H lJ.J{-\LL L.Df-7:1!:1'.:l ! NE: !:::. SE:: s (sqft> <BTU/hr) <BTU/hr) 96 0 o· 0 0 0 0 0 :I. r 002 0 :~$96 () 0 0 60 45 :5:1.::::: 0 0 0 0 0 0 () 0 l !' 797 (l 0 0 lOO Ci 0 0 (l 0 0 0 ************************************************************************ HF· II D(·\TJ.;: • ,,. !JI "l'E t.'.OI-..JE ,JOB 04·-<2 :I. .... 1 987 CARLSBAD, California 102-105 & 108-114 KAISER ELECTRO-OPTICS TIME UUTDDDF~ I I\IDDDR ifuJ. :I. '/(H)h E\:l . .,U/ bf.3,.U F~ 6 :I. 2 :I. '.?tl6 :I. " r.) ************************************************************************ ZONE DESIGN CUOLING LOAD SUMMARY 1....Clf.~D COMPONENT 5;DLA~? C~(.."~ I!°'! EH.As;s nu:~Nf:WI I SB I ON WALL TRANSMISSION ROOF TRANSMISSION TRANS. LOSS TO UNCOND. SPACE LIGHTING ( 12p610 W TOTAL) OTHER ELEC. ( 4r444 W TOTAL) PEOPLE ( 27 PEOPLE TOTAL) MISCELLANEOUS LOADS COOLING INFILTRATION CDCJL. I NG f:3AFETY I...Cl(.~D . 53U£1··-TOT(.,~! ... !~3 NET VENTILATION LOAD ( SUPPLY FAN LOAD (BHP= ROOF LOAD TO PLENUM LIGHTING LOAD TD PLENUM TOTAL CODLING LOADS TOTAL COOLING LOAD or 8.00 Tons ZONE TOTAL FLOOR AREA ZONE OVERALL LI-FACTOR :5:::::;:'.'.i CF1·,·1;, L ~::i) !::;F::.NG I HI....E ( HTU/h1'·) 0 0 0 fl~ 1. :I. :I. 0 l:1. ::::; !' () :;::~ ~5 :I. !5 :• :I. c.) :$ 7:,69? 0 0 0 '? ::::; ,~: <i> ~? <r, !::.i:, :l.f::19 :~~; :• 700 0 0 L(-)TEl'-1.1" ( FJTU/hr-·) (J' 0 0 0 0 0 0 B~ :3;6f:1 0 0 0 !]~ ::::6!:3 4·:· 76'/ 0 0 0 630. 4 ~,qft/·rons :'.::i :· 044. (10 s;q-f t 0.045 BTU/hr/sqft/F ************************************************************************ Transmission and Solar Gain by Exposure LOAD COMPONENT AREA TRANSMISSION SOLAR GAIN DLhSf:3 !....Cli!-)DB :: ~,J{-)LL l..Cl(-)Df3 ~ (sqft) <BTU/hr) (BTU/hr> NE r· SE ,-. ,.1 SlfJ (.t,I NJ;J N H l\lf.:: f::: SE ("' --~:: 13li .. 1 LiJ 0 () 0 0 (! () 0 () () -0 0 () 0 0 0 0 (l 0 0 0 0 0 0 0 0 0 0 (I 0 () NW O 0 N O 0 0 0 0 *************************************************************t*******t** HP ·8 -- SINGLE-HOUR LOAD CALCULATION OUTPUT DAT~ 04-21-1987 TIME Jul 1700h ·. SITE CARLSBAD, Californie OUTDOOR 81.0/ 68.0 F ZO~E 102-105 & 108-114 INDOOR 72.0 F JOB KAISER ELECTRO-OPTICS 61212861.0 *********************************1************************************** CO I I.... ~3El .... l::::c:·r I 01\1 r::•{)F~(.-~METERS pq '.? CCJ IL ENTEF: I NG !'.'.\IR TEl"IP. (DB/ l1,iE!) COIL. LE{-~V I NG A I 1:::: TEMP. (DD/ l•JH) · COIL SENSIBLE LOAD ·co IL TOT?'.'.\l.. LOAD COOLING SUPPLY AIR TEMPERATURE TOTAL COOLING CFM (actual) TOTAL COOLING CFM (std. air) COOL.ING CFM/:Jqft RESULTING ROOM REL. HUMIDITY CO!L BYPASS FACTOR "l~:;. 1 / l:)::~;. 0 deg i::· ~56. :~:; / ~.::i!S. B ci E!i:;) F !::l2 • 087 DTU/hr· r;,6,, 0'.,2:·:;:: BTU/hr-, ~:i~7 11 () c:J f~~t~J F::- 4 ,, ~.57~i CF'M 4 • !:5hl::1 CFM c1 • 91 CFM/f.0;qft. () n (l!j() *********************************~************************************** 2075 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA 92009-4859 Office of the City Engineer Qtttu nf Qtartshah DATE: _--'-A ...... u_l5: __ u ___ s-r_S...,,..,1_!9i~'8~1 __ Jack Thomas COUNTY OF SAN DIEGO Department of Public Works 5454 Ruffin Road San Diego,· CA 92123 INDUSTRIAL WASTE PERMIT APPLICATION NO. ft#87-,27J TELEPHONE (619)438-1161 Enclosed is a copy of the application for an Industrial Waste Discharge Permit from the subject applicant. Your review and recommendations on this application will be appreciated prior to the issuance of a waste disposal permit. f()/2: LLOYD B. HUBB·s City Engineer LBH:SEE:lch Enclosure: Application No. c: Building Department Fred Rowlen, Encinas Plant Arnie Wing, Department of Health Services • ~--r.:.. ... COMMERCIAL/INDUSTRIAL APPLICAT~ON fORH FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY Of CARLSBAD APPLICATION: NEW / --------BUILDING P.C. NO.: 87-21'-/ (CHECK ONE) REVISED APPLICATION NO.: /.//~ ---- INDUSTRIAL CLASS: ---==;: -------=======--~ ~ c:--~ Signature of City Representative -----DATE: 8-S--8,7 APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: APPLICANT:L4-1.S-££ lf:Jj;;r~JZ(> f,!)~//r!-S: APPLICANT'S ADDRESS:_._S ..... A_, ___ ~ __ £ __________________ _ B. WASTES AND PROCESSING: £f Domestic Waste Only GENERAL DESCRIPTION OF (Check where applicable) I] Industrial Waste [I Industrial Waste NOT Discharged to Sewer Discharged to Sewer WASTE (Chemical and Physical Characteristics of proposed waste): ------------------------- GENERAL DESCRIPTION Of PROCESS (If Applicable): ------------ C. WASTES TO i3E DISCHARGED TO SEWER: WASTE: . TREATED: QUANTITY: AVERAGE /'7!l·-r:J GPO ·( Check One) UNTREA TE_D_: -,_...........-(Daily) MAXIMUM ,:!, , /; ..... ,.;__1 GPO (Gallons Per Day) ____ , APPLICANT OR REPRESENTATIVE OF FIRM:_'r .... ·£: __ .-__ ~-'-'1/3 .... ~---~-~ .... ,~ ..... -__ r=~-=-'.,...,· ~£--:;7,~'c,....--__ r...;.r_/~~/--~--_,,{",=c--~ __ _ (Print) I . . TITLE:{, ;J, t,);J~:e,,,9-TilJAjS , -------) -:, ~ SIGNATURE( /1;,0..,.,.rL.c • ,;, _ /:::_ _/(., ,1--~{. ,_.,· DATE: _· .... ·9_-_-_,.;;..~:::?.;;..r,7_-.-r_f') __ :7 ___ _ ~ l\ ... I 1 i '\ lJ • i l I ·l ' I ·1 f f I i t ! . 't l · ···· • -r.;,·: /: · · ·····;z.·-,·~~ , L4f17:et'. ""Aue .• ~~ . . .,, ,, 1-v -, ·'1 ' .~' -..,. ___ .... __ 1,, ......___. +-----~~~. . .----ir~~1~1V: ... TO ~,(_ ~\ 1(-vlt v~\ 0,/J GIVEN RCD • ' 1RE!MINT j) .OOL FEE FOAM _j 0 CORRECTION LIST MAILEDhaJ. / ()7 /Z DATE I ~/JJ( {'7.,1-~c. s p ez/f-t V b~li" """8 r---- ' I I' ELOPES I• ST WASTE BUSINC:. UO. ~ PU+ENG CORRl:1.,1 j PERMIT SIGNED gt 1 'f.r I A.--rr=.e. M ; ~ <ll e.. Co R. IL I i::::. ~ f -i--C r ry £.__ 1 7 r:..e (ih._, L.-<L '2-E.t..'.D 1'6 \I ~~-n,x Jn ~ . / '' /}_ ,, ~ o''"i L? 7/ -r ,..J ~ ' .:o e::::._::-Co ~~, RLA,#J-s • f) C\ 1 LA-t.Y,;, Lo~-r-L<1-" ~,..,_,a, \l l?-!Uft~ L-,J,Dj ,S£f"5 F7Zpf. ~ '~ q/~ vu1 ?v ~~-PLANNING 1/t~ 11'(; if ~~v.J t~ f'"'4:"tr--r.;-:~~-J ENGINEERING -UTILITIES q~1 I ~1} BUILDING PLANNING 1/4 ~ ENGINEERING FIRE HEALTH .. ·- FIRE WATER DISTRICT BUILDING L-- CLEARED Ct,,"N'fY'. CM miJi._.1_ JUN 3 l988 Olly of CARLSBAD ~ PiOruSfflG m.vs.· ~ ~~~'.-:..::--:::.::...~··,,., ..,.,,....._ ___ ... ....._,....,,......_, ~.-.--~-~--:-r-) \,' . ...,. --·----.---·--/. ----·-----~-..,_..,.__ _..,..,..._....,, __ .,_ ....... ~--... -__ -.:..-=-~ \ DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only · OWNER OWNER'S : MAILING .ADDRESS ;CITY ;coNTAACTOR CONTRACTOR'S 0022 03/22 0101 05Misc~ ZIP TEL. VALIDATION AREA ESTMATED VALUATION -------~ tJtt . MAILING PLAN CHECK FEE 001-810-00-00-8821 A_D_D_R_E_s_s ___________________ ...,.... IF THE APPLICANT TAKES NO ACTION t/2 - : CITY STATE LICENSE NO. ZIP TEL. BUSINESS LICENSE NO. SUBDIVISION------ . LEGAL DESCRIPTION 1 DESCRIPTION OF WORK : CONTACT PERSON : ADDRESS 1 CITY ZIP TEL. APPLICANT'S SIGNATURE DATE White -File Yellow • Applicant WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. CHECK IF SUBMITTED: D 2 ENERGY CALCS D 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS D 2 STRUCTURAL CALCS D 2 SOILS REPORTS 0 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE LA COST A LETTER SCHOOL FEE FORM P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY Pink· Finance Gold -Assessor _ DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ; ADDRESS : ASSESSOR'S PARCEL NO. OWNER 4/ $1':e4. ec.~JF',a_; .-cu.::t :r / c S 'OWNER'S 1,MAILING : ADDRESS 0 O 70 ~/C!I/,,// ~ ~l(jJ ZIP 9 Z.=08TEL.4'J8-~8?'-S'- .CON:fRACTOR : CONTRACTOR'S PLAN ID N08,7 _ 2 ?~ VALIDATION AREA ESTMATED VALUATION _______ _ MAILING £J . ADDRESS r---o ~ 2?o.x 84.? 0-Y PLAN CHECK FEE 001 ·810-00-00-8821 . ______________ ..::._.:___,.-/:-/- 9 -,.-_.J IF THE APPLICANT TAKES NO ACTION l(&? ./ WITHIN 180 DAYS, PLAN C~K FEES . c1TYJ,.4µ ~/~o z1P y2 /..?& TEL~.r rz ?-2.. w1LL BE FORFEITED. 1 0 ,_ ·~, STATE BUSINESS I ~'-' LICENSE NO. g' -/9 ¢:y90LICENSE NO. / <j' / Z. ~ CA~L.S',&'4t:7 ,C>9'4' j : SUBDIVISIO~.f'J/#efff (e"~T(S)-.....aa,8=-------t-------------------- 7/,£--4[:;.,,,-.# ?¥-2/ LEGAL DESCRIPTION CHECK IF SUBMITTED: ,\/? ,. ,---------------'-------------+----::-------------=:::==:::z:_ __ D 2 ENERGY CALCS I\,'{ - , / D 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK ' D 2 STRUCT1URAL CALCS D 2 S~ILS REPORTS D 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE LA COST A LETTER ' : ADDRESS SCHOOL FEE FORM P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY I' .. T'S SIGNATURE DATE White -File Yellow· Applicant Pink· Finance 'Gold -Assessor DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS , • ASSESSOR'S PARCEL NO. OWNER OWNER'S ~tb~~~s b()7D At1c1V1c/a ~I /1/A.S PLAN ID NO. '(;?-oZ 7L/ ~ 223-00 CONTRACTOR w, ESTMATEDVALUATION ________ (U) CONTRACTOR'S MAILING ADDRESS If-/ 6v-v?u.,;z,L, ~ PLAN CHECK FEE 001-810-00-00-8821 ___ _.;.--'--';..._:==.:::...-=-~-----=:::..:..--=-...::...:...--------' IF THE APPLICANT TAKES NO ACTION v~ WITHIN 180 DAYS, PLAN CHECK FEES CITY _5:;v-~ ZIP 'f,j-d/'7' TEL.tF/y~-/;;,-'s7 WILL BE FORFEITED. BUSINESS /4•;) ~ STATE LICENSE NO.-¥ LEGAL DESCRIPTIO DESCRIPTION OF WORK ADDRESS Lr-I? White -File LICENSE NO. /.:S'~ ~·:: "'A -D 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS D 2 STRUCTURAL CALCS D 2 SOILS REPORTS D 2 SELF ADDRESSED ENVELOPES DATE LA COST A LETTER SCHOOL FEE FORM P & E CORRECTIONS LIST /, CERTIFICATE OF OCCUPANCY DATE Yellow -Applicant Pink -Finance Gold -Assessor CITY OF CARLSBAD PLAN CHECK NO. 87 . .:..274, REV. JANUARY 20, 1988 Scope of Revision: Various alternate details submitted to correct structural anomalies created during construction. Comments for submittal 1 rece.ived by Esgil 1/14 /88 1. Panels 23 and 38 at Detail 23/S8: this item has not as yet been resolved by the engineer. The remaining four items are acceptable. Comments for submittal 2 received by.Esgil 1/20/88 1. On the last detail (45° beam at.wall), the engineer will revise the detail as shown (2'-6" to 4' and 4 anchors to 6). 2. Both submittals should be stamped and signed by the engineer. If you have any questions, please contact Manuel Ainza of Esgil Corporation at (619) 560-1468. Thank you. :-·1=1 1 B\': ··,::EF.'Cr.,'. TELE(DF'IEF: 701D ; 6-1-E::3 1: 52HM 1213432037e~ JUN 0~ '88 1~:53 ~HI/LB,CR.2134320378 P. 132 .. ___ :;.; --=~~~o WArnock Hersey lntern;;tionRI, Inc. I ii ::. Bth Str~et-Suite 520, Long Beach, CA 90813-4310 ° (213) 436-9897 <) Telex 62009822 o FAX 213-432-0378 Jur1~ 01. 1.982· Mr . .Pat Kelly City of Carlsbad Community Devlopment Dept. Dept. of Building & Safety 2075 Las Palmas Dr. Carlsbad, Calif. 92009 RE: 1/4" THICK WIRED GLASS FOR USE AT 2752 LOCKER ST. Dear Mr. Kelly, Pursuant to our conversations and noted herein are the results of the wire diameter from a sample submitted to this office by Torn Heustis of Dunphy Construction Co. on June 01, 1988. The glass is reported to have been manufactured by Central Glass Co .. Ltd. of Tokyo, J~pan and no certifications heve been supplied ~o verify this. 1'he glass was found to be nominally .258" in thickness with the welded wi:re embedded at mid point in a 3/4" square pattern. The wire \J~s removed by breaking the glass that was placed between eha3ts of cloth and wood and struck with a mallet until ~he wire r 1i,.a full~; exposed. It should be noted that the removal of the glass from the wire was only such that a minimum of exposed wire was subjected ~o impact du~ing the removal proce~s. the wir,9 was found to be nominally o. 185" in diameter and d•::ies meet the UBC code requirernsnt, and as such is acceptable for use with Warnock Hersey listed and/or labslled products when installed in conformance with their applicable listings. The minimum penetration of the ~lass into the vision lite frame or the fire window is to be not less than 3/8" around the full perimeter and must be installed with an approved glazing tape, compound or putty. If you have any questions concerning this report, please do not hesitate to contact this or any Warnock Hersey office at anytime. Respectfully, Rc,bert D. Flores Operations Manager cc: Dunphy Construction Co. rJ. Meyer (,JHI . B. Shar1kev . WHI ,. ..,"' . ,, "Quality Assurance through Testing arici c,-sr,:,,1;:;a'liOn - Since 1888 KAISER AERDSPACE& ELECTRDNJCS May 27, 1988 City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-4859 Attention: Marty Orenyak Dear Marty: EXECUTIVE OFFICES: KAISER CENTER • 300 LAKESIDE DRIVE OAKLAND, CALIFORNIA 94612 • PHONE {4151 835-5554 This letter confirms our telephone conversation today regarding the Kaiser Electro-Optics building at 2752 Loker Avenue, Carlsbad, CA. Kaiser Electro-Optics will ensure that all discrepancies related to the fire exit corridors, in particular the 20- minute rating of doors, lites, transoms and related assemblies, will be repaired or replaced in accordance with the design drawings, specifications and the City of Carlsbad's building inspection requirements. The general contractor, Dunphy Construction, understands that they are responsible for a timely resolution and is currently working to solve the problems. I will continue to withhold sufficient retainage from Dunphy Constructions progress payments to ensure their performance on the construction contract and all related discrepancies. Prior to discovery of the discrepancies noted on the doors etc., Kaiser Electro-Optics had been led to believe that a Certificate of Occupancy would be issued by May 31, 1988 and therefore has moved all of its furnishings, machinery and equipment into the building ready to begin operation on May 31. Based on the above commitment by Kaiser Electro-Optics and Dunphy Construction I respectfully request that the City of Carlsbad issue a Temporary Certificate of Occupancy or a suitable alternative, to allow Kaiser Electro-Optics to operate in the facility until a Certificate of Occupancy is issued. Thank you for your assistance and cooperation in this matter. very truly yours ~ ~:82. ~ J;h~ Balkwill Director, Corporate Services Kaiser Aerospace & Electronics KAISER AEROSPACE & ELECTRONICS CORPORATION I. t ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: I -'2.. 0 -/3:Jb QAPPLICANT O~ISDICT$0N OP N CHECKER QFILE COPY OUPS QDESIGNER JURISDICTION: G,Ar-<!.L~pAD PLAN CHECK NO: _<°6~1_·_'2.._1_1~\.-_--'R,.,£-.'--~ =~_\._/ ._---..c..SE_T_:'---.L..k_· __ _ PROJECT ADDRESS: '2. i !&'2.. L-<!.Jk'E.F?,_ A.'\/.t:... • VJ~s,- D The plans transmitted herewith have been corrected where necessary and substantially comply with the .juris~iction's building codes. la The plans transmitted herewith will substantially co~ply ilNf with the jurisdiction's building codes when minor deficien- cies identified ~N 1:Ht:;.. A"TI6-C#i:E.O t-11:1f are resolved and checked by building department staff. D D 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 0 The applicant's copy of the check list has been sent to: I} Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------- ,· Date contacted: ---------Telephone# -------- RE MARKS: --------------------------- By d·--'1 ~1'.) U £ \..... A 11',.) z., Po:, ESGIL CORPORATION Enclosures: //.,..,-;(.,::, Jfv'j;..N ! ----·--+-I -? -, ,.: t:_( ,.,_ ' ,__-!.-,·t; ----------- --------·-----·· -. -··. -: ,: .. CITY OF CARLSBAD PLAN CHECK NO. 87.:..27ij, REV. JANUARY 20, 1988 Scope of Revision: Various alternate details submitted to correct structural anomalies created during construction. Comments for submittal 1 rece.ived by Esgil 1/14/88 1. Panel ~_;!!L-3 8 at De tail 2 3 /S8 : this item has not as yet been ¾~ed by the engineer. The remaining four items are acceptable. Comments for submittal 2 received by.Esgil 1/20/88 1. On the last detail (45° beam at.wall), the engineer will revise the detail as shown (2'-6" to 4' and 4 anchors to 6). 2. Both submruttals should be stamped and signed by the engineer. If you have any questions, please contact Manuel Ainza of Esgil Corporation at (619) 560-1468. Thank you. ' Jurisdiction C.-P..l=ZL<S e:>P---0 Date1.Li0~1 Prepared bys IV'\, A 11'-l-Z-k-VALUATION AND PLAN CHECK FEE o Bldg. Dept. 0 Esgil PLAN CHECK NO, ~1-1...'74 ()...zV BUILDING ADDRESS i.1e;,i, L..oke/2-J:,-..y,fE W.~';,7T. APPLICANT/CONTACT ¼'f:.R..A.t_,:;:, Cpt-0/JJ-fotJN PHONE NO. 4, 14 -l 44 · I ~l~ 1 BUILDING OCCUPANCY &_'2., DESIGNER PHONE ------TYPE OF CONSTRUCTION -------CONTRACTOR PHONE ------ BUILDING PORTION BUILDING AREA . VALUATION VALUE MULTIPLIER PL.A tJ t.,,Hec.JL. ON HOU/2.l,'·/ '/bp(-;;,J ~ " we~h. o-e.r. ,;- ? ON Y t.,~ 0/V,\ W / ~N 4? J µ ,l;, 'f.,..fZ. 1.. HfZ.::, /4'1;,.t ... :rtN &, N-/ /' I H 12., C,-o /\) 7 /L/fc...-17:? IZ- ,..---·----~ lk\e..,C., 7 br i-a,, LP -z. 'Z-1? . 4 .. , Air Conditionin~ Commercial @ -.. Residential ta -Res. or Comm. Fire Surinklers @ -- Total Value Building Permit Fee $ ------------------"'-----,---- Plan Check Fee $ ~ 1 C-"\ , 1,.;lp $ ____;:;...__..;;___......,_ _ _;.. ___________ _:,:... ______ _ c a M M E N Ts._: ___ G.....,.::,'--e-a-"'' , ___ l ..;;;~ ____ ... n __ f..=~-----=--)(-· .... g"--=----i_i. ___ ~_._t}..;.....:)_. ________ _ SHEET OF 12/87 , , i I ESGIL CORPORATIONr( ~~ ~ 9329 CHESAPEAKE DR., SUITE 208 J 1 ~'K, ~f'JlO~ i SAN DIEGO, CA 92123 -~ Wt LL-"' (619) 560-1468 . . q__- DATE: __.!..-1,Jrl-'±'-±,.,l._LA NT ISD TION JURISDICTION: ~Af<.i....;;;>{6kQ L'-...,......,_ ,.,..,.._,,...,,,.....,.,.,HECKER ------------------- PLAN CHECK NO: $1 -2-1 4-R\ SET: L CFILE COPY CJUPS ~DESIGNER PROJECT ADDRESS: ---i.-1 r~ l ,,..0~ '--' PROJECT NAME: KAl~E,~ E.L'EC...,Tr2.0 oe:r:1v"6 , R The plans transmitted herewith have been corrected where ~ necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien- D 0 D D . cies identified-------------are resolved and checked by building department staff. The plans transmitted herewith have signifi~cant -ciencies identified on the enclosed check list and sho d corrected and resubmitted for a complete recheck. The check list transmitted herewith is for y,ur information. The plans are being held at Esgil Corp. Jlt · 1'166~~ plans are submitted for recheck. -- The applicant's copy of the check list~~ to for the jurisdiction to return to the applicant cont~<t'(t ~f).l@n. The applicant's copy of the check listcrcy1ift-eeA~Afi) BUILDING t'Ylal9'T. fit Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: _________ Telephone# _______ _ REI1ARKS: lrll"':::> 1:AA0SMIJIAb COVE,~':, . tJilX:.,. Flel-D ne.u<;. Q.UE.ll::."'Ttor,.JE.D &-( THG F18.kQ lfJ':;.fSvn;,1- I. tay P TooM-0 l!>4J o fLu M &1 r--> £,:\ ~ 0.::, ~ 0 ~-0 E l?..vM T ti""c..., '2-'1(.. 4 "oil~F~e~~ "l . ~bEI: CVP--t:A:IN c-e.-r By: Enclosures: -----------------------ES GIL CORPORATION e:, -I -< •• 1-J.., ,,, ::::f ;. --1 .. , .-¾ ; -; I-:-· I i . ' .:,•: "-"-······ -·· . -,-.• ,·.,w ••. CORREC.TION; ... NO~i~ICE .. . _, . :;.. .. ~ .... ·.: ... !- ADDRESS:_...;..2~7'--'5-'-2_h_/lL_tt.... _____ _ D APPROVED PLANS SHALL BE ON JOB SITE BUILDING I, Srtt.l)_cru(l..ci<.. \n..Atr'~ Cc,'l.{1-l.Cno~ ,..umc c9·t?.· ts'is ·-·. :./}}/~~-~! 0 FOUNDATION ~uJ.Ja.L:501-.VsO -0::, ,-~oT COvir2-. ~ 1><l'L'iAs of' R«, f"' 0 REINFORCING STEEL 0 MASONRY •,: • i Z Q ,-.,, r-, l"'O•CA--rf<" • ..,.,~1-1· NO l.\/!"l,-J6', o.s, p.,z._~ D GROUT-GUNITE _.-!. oo, 1-rz.AM,,-..., ,_......,,sl ~ -·. ~ ,:{~::if' ~ ;:;~~:~ CEIUNG FRAME :N~~. ::io•::r ''Ji,;': ,,. ,, =e-P"' u ~"' a.f ~, L .':->~i~~}j ~ ~:;~~~~~ATH ~:G·:; _:~~~~~Cos~:~(:L;N~ I~ B~lN(~ Oo~~ ,. : ,Y.~-~::t.'1 0 INTERIOR LATH OR DRYWALL ( ) _-.. ·i./0:k:?'<1 .. fl, (Y\eOIA/\.J1(AL. $1~,-,;,.---.. µe,:r,<f A"~ · i { i~J];t1 ' ,. '"'PLUM B1Nii . .c._-,.,.,,," ' '""""""'~' cc:,•:::~:;:::.?. r'!': ~· c, '.'-: -:5',r' -• ·:-:-"'~:·::~"'. -. , ' -. , . ,. . • [; '. ·JJ .::-::·-1\:f}f}i,] · D UNDERGROUND PLUMBING C.., P1-urn/2,\l\.lG'. ./. :~:.~·_,. .. ft1·· ·:.::<t · 0 UNDERGROUND WATER . ;·:; 1 0 ROUGH PLUMBING .D, wccO<w.-l r:A~!......icQ lc.. Ae;o" ~ ·v ... h".lOo'--J::... ·.J\ · 1 ! · .. .. 0 TOP OUT PLUMBING .. !, OSEWERANDPUCO. £, Ortq.....AI\ \AAA.!G,\NG,. 0,12..~c.TI.4 Cr;:.,,..,.-,.-~ r2.oaf ·:, 0 TUB OR SHOWER PAN ~ .._J ~:· .. \ D GASTEST ~oT>;--r"'1-> Df\DAn'TJY\t..._.-r l.)-llLl NOi f".'-<.EP,T ,,,~. I. i 0 WATER HEATER s.n...X:TD;-}.AI.... (:.rv,,-,,Y\Z,. u,._,-nt.. Pnl... ~IA..'.\Gf(2.~ Af°;!" . i ·. \ . .._ I. l Q.f.r>•O\/~ oil. -nit .::,,-n.L.CTUR/1'(._ :;;.r\G,\.....i:.sn.. I-IMO Aii!.(111 7;rl T I \;::,:sp:1cT p.NO \v:::,T7(0 l~WR-•11.v..f:,,. 1f-\.r.ri" T1\L f ELECTRICAL t>vH ... Ot~G, compoNE',•vT::, 1.01-l $. i 1 lc.C,Y\A I~ ::.:..i...):::.pv,...lD~ 0 j t 0 TEMPORARY SERVICE ·Pz.e,,v, nlf .:x.,6 pvn.L\N~ 1..-ull...L NC~ CAv:::."z... ~{\eel i, '~ ' 0 POOL BONDING 0 ELECTRIC SERVICE 0 UFER GROUND 0 G.F.I. 0 SMOKE DETECTOR ~ lN ex(!:$::, 6~ -\·\.Q,. p,1..1..,0v-1A-l?,1...L (...II\$~, r.~ "ti~ ur;,c f, ......... ,:, ~·:· ····: •••• •• • •• ,; • , ..--v-:. t ~-'" .... ·.-. .;.~:-;: ~~·,:-.. :,·:--1:J::~~-.... : : .. ,.;;_; ... : ~: ~ ~.: ~:. . .. . ~ . . -. . . ....... -. .. .. . .. " .. 5 , -<-C::, DC2A~..:;,7c) P 'r'\$.S!i• •, BL~ 3 . uP.:,Yv\ 1 -r R.c. v 1 .:,,,c ".S A,-..).{) An...( H·I-C<z CT'$ CJ\<...C.UL...A 0 ,-._, ~ , 0 PLENUM AND DUCTS LO rr?', &N«:> \N;;z•<-. I MISCELLANEOUS 0 COMBUSTIONAIR .+c::,n... A?i'.)i"lOv'A·L.-SI-le<.,./ Supp1>f2."T A.....,O 0R.AC.I.-JG,._ 0 CONDITIONED AIR SYSTEMS 0 SOLAR 0 GRADING 0 POOL 0 PATIO 0 SIGN 0 OTHER ~ l~ec..-n u""" {4!~L)1Q$O TIME:t------r--=---::-~.,.,_- DATE: \. _ __J=:..2~~.....&.,t___..::.\.- , CITY OF CJ!:Rt:SBA0 . . -~~-.. BUILDING INSPECTION DEPARTMENT k_c. -v,Y~,p-:;c,)bAI I'S ! ! I I I I . , .. ,. , -. ·-·.. . . -. • . PHONE· 438-3550 1 • • ·: f • I ·. _, .-... · ·, · • Note: Final Inspection Required , / ' :-",• ,!-_,....,_.._,d.,...._.....,.._, • .._1..._........., __ ,.__.,_)o,.,;M..,,.,,,.. ~r~t°""'--"::"'~~-_.,-..., ... ......_,,. ,-.,,.._ , ..... •:_.-,.... :~_',~{.~/'/.~f':'• ~-:"~:.-•,.•.:: ·--~: ..... --..-,, ~--. _... ,.., ,•.-,. '7•~:._,..,. ,.,..._ -,..,~_.,.,..., --.• M·:-0 ~·· • 0 ._ •• ~::---: • .-•• -.-•• ~;-· __ ',·.~-~-::,' , ' . . .. . .~·-' f! .: .. · .' . . . . •:. ... •• : 1 ::i . 1 · .. J • •j r . ~i . A ' •· f 1 : -1 I··,:· •. ' ... Fire ~g .. A ..-,~, ..... .,.. .. Sound Rating STC 40 to 44 GA file No . FC 5300 FEB~ 6 1988 DUNP~Y. I ( DETAILED DESCRIPTION Construction Ty~: Wood Joists, Gypsum Wallboard ½ 11 type X gypsum wallboard or veneer base applied at right angles to resillent furring channels with 1 » type S drywall $crews 12" o.c. Wallboard end joints located midway between continuous channels and attached to additional pieces of channel 54" long with screws 12" o.c. Resilient furring chan· nels 241' o.c. attached with two 4d coated nails, 11h" long, 0.080" shank, and 7/sz" heads to wood joists 16" o.c. support- ing 1" nominal T & G wood sub and finish floor, or5/s" plywood finished floor with long edges T & G and ½ 11 Interior plywood with exterior glue subfloor perpendicular to joists with joints staggered . SKETCH·AND DESIGN DATA· r Approx. Ceiling Weight: 2 psf Fire Test: UL R3501·29 Design L515, 3-23-84 Sound Test: NGC 4010, 3-21-66 · (Rev. 12-23-70) UC & Test: 38 (63 C & P} NGC 5016, 3-17-66 :,-. , ,, -J ConstroctiQn Type: Wood Joists, Qyp$um Wallboard ·. · ::, \U 5/s11 type X gypsum wallboard or veneer base applied at right .1_·.~--~-1;:,· -:!.:}', __ :_; g angle$ to rigid furring channels 24'' o.c. with i" type S d(Ywall -.-... screws 12" o.c. Wallboard.end joints located midway between ~ FC 5310 continuous.channels and attached to additional pieces of l: ·-. · '.f' channel.54,, long with screws 12" o.c. Rigid furring cnannels , · .:· ·t w; attached with two 11/4" type S drywall screws to each 4" x 1011 Approx. Ceiling Weight: 2½ psf . Fire Test: UL R1319-47 Design L508, 5-8-63 i :1,w ~ or two 211 x. 10" wood joists spaced 481' o.c. supporting we· .l :f µ~~~..::;..:::~~---4--t-on_g_u_e_a_n_d_g .. ro .. o .. ve_pl-yw_o_o_d_f_lo .. 0 111 r. _________ ..;.. ____________ _ j i: h 1 ,1 Construction Type: WOQ(! Joists, Gypsum Wallboard : 1if t ., J ~:7 ~ W ).I,. Base layer s/e~pe X gypsum wallboard applied at right ar;igles [! j · · · r i ~ ~ r' tFo wood joist~ 4" ox.c. with 11/,1 11 ltype Sddrywall scrbews 24" l~.cd. =--?~ . .,.. L ....., ~ ace layerS/e type gypsum wa I bear or veneer aee app 1e -::-·1 ·, ~ at right angles to joists through base layer with 17/a" type S Approx. Ceiling Weight: 5 psf .'\~ ~ \) ,,., 7c 5406 drywall screws 121' o.c. at joints and intermediate joists. Face Fire Test: FM FC 172, 2-25-72 ·:l\'-1 1 tJ / layer joints offset 24" from base layer joints. 1 ½" type G · :}: HR'/ ~ --..._.....,,.... drywall screw$ placed 2" back on either side oi face layer end · ·.-. ~-· ·· • l--i ·~t-joints, 121' o.c. 1/2 11 plywood with exterior glue applied at right ·1· :;= ~ OJ ._ angles to top of jol$tS with &I nails. Cf.llllng provides one hour · : '-i" ~-~ fire resist~nce protection for wood fnunlng •. -~ ~~ /' ~ ·;,~ (_ ~A~~fl. ~;J)le~~~L,A~J/(;_8sJ:Tf5~ :rjrz/J-11 r-a1:·,·:r~w,,~,,~:1 t ;;;::;~o;y;~: ~::,~~~~; ~:.:~:'::i:! at right l : ] : f angles to ,";'ood Jols~s 16" o.c. wit~ 5d ~ails 15/s" long, 0.099" Approx. Celling Weight: 2 psf , 35 shank, ¼ heads, 6 o.c. supporting 1 nominal T & G wood Fire Test· UL R1319-66 Design ,~,, ,:.,::. ,,. ·-:f ... §' ">, t· ;_t ., ··t . , FC -5410 sub and finish floor, or 1/s11 plywood finished floor with long L512, 11-9-64· R3501-45 to edges T & G and 1/i" interior plywood with exterior glue sub-Design LS22' o-27-65; R2717-38 39 floor perpendicular to joists with joints staggered. Nails Design L503: 6-10-65 placed ¾ 1 ' from board edge joints and ½ 11 from board end ULC Design M502 FC 5415 (g,h,k,o,t) joints. Sound Test: NGC 4024, 7-13-66 !IC & Test: 32 (66 C & P) Construction Type: Wood Jolsts, Gypl:ium Wallboard ~a" proprietary type X gypsum wallboard or veneer base ap- plied at right angles to resilient furring channels with 1 "type S drywall screws 121' o.c. Wallboard end joints located midway between continuous cl'lannets and attached to additional pieces ot channel 54N long with screws 811 o.c. Resilient chan- nels 16,. o.c. attached with 6d coated nails, 17/s" long, 0.092" shank, ¼,. heads to wood joists 24" o.c. supporting ¾" nominal interior plywood witl'l exterior glue T & G subfloor per· pendicular to joists with joints staggered. Underside of T & G joints covered between joist spaces with 5n x 221/:: 11 by s1a~ gypsum wallboard battens attached to flooring with 16 ga x 11/a" legs x ½" crown staples spaced r o.c. along each edge . NGC 5002, 7·19-66 o: Approx. Ceiling Weight: 2 pst _. . _ Fire Test: UL R522S-2 Design L513, 5-25-73 . ····---------L------------- . . -,_~fl¼ .,) ['/\ -;::. (5"J DA TE __ .:._t_--_.z._1_-_____:.J>...:.I_ ENGR---'M'-=--1-ft~---, PROJECT C--l/€"C-/C. /N~t. ,7 /,P burkett ~- &wong • SHEET _____ / ___ _ JOB N0______.7'---'~----'f j}::....;/.J~-- structural & clvll engineers -- , C~y-,<:J> 7,?~ 3~~ ----?.6 ~ ,, X ,, , 7,7 7~~ -:;. IO"t-d ---~ L - "t y-p e ,:w;,t "t ~ ' D I"', '2...,-,(:.._ ' o t )I_ 'l ,/ 'f 1''/-~ ----~., 'f, f ~ .~{-,, l.f 'I-I Att-(IWA,~&-b I,, ,,,,£>'JS.I,? .;:: I ._, I Z -P MkXl/4ru~ fate;(-!.,,~A f.i7.' ·- .. . ·/ DATE ENGR (~ PROJECT -1,..-"'l--~-IP burkett ~ SHEET ,z_ /viii &wong JOB NO s~u4 structural & clvll engineers ., "f I/ ~/-(C'1 (. # w1/~K,tJ c. ~P5i~,-t: '/CZ--=-?5 ·c. l.f-Y:7S- ~ -~ ~ &/t e-w ~ ..', t> r< LA--,~' # ~ ~-F ,rJ t,tUtr:;;. ~o~ ~ J> 'Xb X,.5 ~ -if r ~ ,~-r.. ,.", ~fc. ue:.,~ -z..-#~ SC/l~S. ~H t?V'{)~ ~,.5 )( C_ 7 +-1.5 f-I. ti) + /,I Y /~ -1-· Z-'IL Z,p !-'!,, Z--=-;$?),'q--- ~t>lf ~-13 : lfo .,rt:.. < (J,1, ~ -!1P.~7 3-f--=-/ '-lt5'" I , I •• ,. ',,i :· ! ~-~;· • ··, •• ....... :. ~ •• _··;:,;·_'[.:·: .. ·t .:~.:.t/,::·. :·.:;·-'-.' ,: _!.-.£{~~_:.·:·· __ ; _i_:~':_:.·~y;.'f. _:_. _:. ':.: '. -. -'.. . .. .... _. __ . ___ ....._ . _;l\~~:.~ :: .. ' , . .............. ~ ..... -, ........ .._,_ ...... , ........ ,,- .. -... ~: •' . ;:_:..:, ·, ~-" . ·: -~~ .. ·· :r,;, .. ., ................... -..... -.............. -~--~ . . ~-. ·-., . .-..... , .,: """e.... .... ··:. -· ··: ·. _: --;-~~~~-.. > ·. : ,. • ~ ....... :. ,..:,, -I."::·.--· .. , 11;,':'".' t"'' ~ " ' • •, • ~ '• 4:.-..~ ... :-~:;·~_::iJ;.-,:£· ... :"~:--•, ., . .-/•1,£·,,··\~i, .. .-.. •': . . : ·'.·,, · er i\A.:. · ~ · '' ·~: · ·::,:.: ~-.. ~; \ · -:,_--:-. ·A·-\t··:(::::,,i·: -~ .. >~::.:~_:,:i:IIJ:Yi1}"~·-.+) I ,. , ........ u .. -...... .._ ___ , .. · .... ;:~:.~t-:;t;, ·t :~}.i .... ..,..,.,.,...; __ _ ( ,. ·· :~:'_;~;~~--~-.. :~ . -~:·:~ti1\ ' _;::;;$ . ',"'~-··-~·~?:·:·· ,-1; -~:W' .. ·:·', .•• ,:: ! -__ Z5~ ~~l .~l a. trG.CJ\ ~ I 4 . ~{; ::····, :·=··--1'""0 b~M -;1~j1./1-~:::-;.' ~ -c---.. ----·· ; . ;t,. -~~~--... ,_ ... ,_,., .......... t·,~\~~11,~1 ••. .i4 It O ,C. 'I. ' \ 8 .. ~ ... -...... ~ ,..._ .... ,.. •• ---· ,. y, • . . "-;' ·',: -.~:·. 'i:'~';"1· ... : ____ J.~.S . Jurisdiction u~I-~ B.Arj;? . Dates ~-4-e,8, Prepared by1 IV), ~, l'J,2-A,-VALUATION AND PLAN CHECK FEE CJ Bldg, Dept. O Esgil PLAN CHECK NO. 2'1 • '2..14-RI BUILDING ADDRESS APPLICANT/CONTACT _________ PHONE NO. __________ _ BUILDING OCCUPANCY DESIGNER PHONE ------TYPE OF CONSTRUCTION CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER Ml<;:.,C. J:ttat....D ~T~ M.~' I »-e. ~,4,+~ ii./.-, 4/,,., :..-q?, . o'& ~ Air Conditionin~ Commercial @ Residential (a Res. or Comm. Fire Snrinklers @ Total Value Building Perm it Fee $----------------------"'-------- Plan Check Fee $ q~ ~oe $ -'--------=-----------------'-------- c O M MEN TS....,: ____ x ___ , __ ~_.:: __ 7_~_. _4,_l.p ___________________ _ SHEET OF 12/87 ·:. . (~ · __ ) I ,_. ~ DATE __ .:c_t_-_-Z._'f_-_;...J'...:..cf_ ENGR _ ___,M~ft~--- PROJECT l,p/(~ s (tpbFIN&-Z-vl ftyw11c,1J I,§ t. )C ,7 N~l /,U ~f11L YJL 5;3 LL. 'l-U ~TIit--J..!:? I'~ l>~F w1r-lf r;.11-e-c,.1~ 5/f~ ~Jt-t/.~x 1,7 t;... vt1/·-. t'' 111e burkett ~ &wong W, structural & clvll engineers ~~~ #'1 C,#tkll'Y MM, -:= 't.PS-1/ )( I. :?5 II A-C{ ; /,5")£ ?,~~ib''I~ -. -e /.§ MOM w /1-~l -I '~'f ')(J' .. 7, 7-z ~II~ 3~~ (;(,I ,4-~'------?.6 -1 't-#-tt7Nllf~l~ .... SHEET __ .:,../ ___ _ JOB NO-->~~----'/ ./J.....,1/-J __ _ I 7, 7 ?,.,~ xl,06'"'> IC-/ = ,t !;;.Y. . I Z /( -,3.fZ. - ~ p:J), Z f lf.. ro~l',t,u 5 1 ?, 't-~LF I ,, 'f '/-lf'I I ,,,,~>-~ Atf.-fJIP,,Ut? I -'t ,/ I .., 1Z.-P M,1f'Xt,,<.,,ruµz, M ~~It~- , > I.:, DATE -z-"Z-9 -1..P - ENGR /viii ( ---PROJECT .._ _ _;;;;,. ... ~ ... '. { . '-- burkett" -z_ SHEET &wong JOB NO $ <t U4 structural & civil engineers -- T 1/~/,C/IC # · w1/~~J c:. 3,p7 ~t~ '?C'C--=-73 L lf'Y75 · ~ -. ~ ~&/tcW c;.. ./, I>{< - MAR I/ of Cl !:HLDIN1 ~,5 x (j 7 ~l.5 r 1. iJ) + 1,, Y /t -1--· zy. z,p ,-,, z ~ ;$t:J;tr "?tnrl'.!3 ':: ¥0 -,,c.. < (tJ,?-~P.~y ¥--:--/l{~ I , , ...... . ,-~ .. ~ .._ ......... ...... -.. ··i ,• ·'•I ' ,, , ...... -, .. ·------· ------. --· ~: .. · ., .. . -.~ ;-· .. ,: ._· . -~ .. ' -1 : ..... _ .............• : -~ -~ ..... ,i -; . · .. : >. ;.:·: ~!;~-.. : .... . ~ ·::· ··. _: ....... ~·-·:. ·-_ ........ .,,., ;:---~ .... ,. -:-".' .•... , ,.. . • ,. . ~ •. , __ ........... ~t;:"--f ..... ) ....... _ ........ . __ : ,t: GV\A'.:. : \t4· · ;, '._:, ~i\ --~~ ..... A· ·\\l,:i: :_ ::_,_:,:~;~.:~_irLYJ'.t&1~.:.~;_ ... ~-:--:_---1 .:.;: ~ .. . -·= . . . ;:;"';-1!:J {, r1o·=-::~,-.:~~:- .. ,• · .. • .,r• ,::-1·•.;.··•:-,•. ., ... -_ Z5 6 ,...ttrt\ ~l ~ t\-6.e;\ ~ I 4 .\-o b~wv.. :JJt~½:T:-: ?---.. ·-.. -. ' :~tt;:~:~~ ... ; ~r., .-1• ,_,., !:':',,l}I:,: • -;·~'!'·,,:,;,0~-~:>1;·~~~\:\~i~A1:+;~·.-:J:·~=-~_;~,~·':·?;;\~}:\ .. . . ~-~;~~t ·· · ::··. ,..'. ... ??::0~~~~t1~f:'.rt:?1~;rt:i:1: -· I Fire ~g -:_;.·.: .·: ~ ' ,l ' ':,; . ' .,. .j .. ·1 . .. ·,; ' l 1 ... ~,, . .:..'-.. ·-:~ ... J .,, i• :.t -'! ·· .. : .-,,,_, ... Sound Rating STC 40 to 44 35 to 39 GA file No. FC 5300 FC 6410 FC 5415 (g,h,l<,o,t) FEB~ 6 1988 DUNP!-iY. J ( OETAILE:0 DESCRIPTION Con:;itructlon Typti: Wood Joist$, Gypsum Wallboard ½ 11 type X gyp$um wallboard or veneer base applied at right angles to resilient furring channels with 1 H type S drywall screws 12" o,c, Wallboard end joints located midway between continuous channels and attached to additional pieces of channel 54" long with screws 12" o.c. Resilient furring chan• nels 24" o.c. attached with two 4d coated nails, 1 ½" long, 0.080" shank, and 7/sz" heads to wood joists 16" o.c. support- ing 1" nominal T & G wood sub and finish floor, or5/s11 plywood finished floor with long edges T & G and ½" Interior plywood with exterior glue sutlloor perpendicular to joists with joints staggered. Construction Type: Wood Joists, Gyp$um Wallboard 5/sH type X gyp$um wallboard or veneer base applied at right angles to rigid furring channels 24 ,, o.c. with 1 " type S drywall screws 12" o.c. Wallboard.end joints located midway between continuous. channels and attached to additional pieces of channel 54H long with screws 1211 o.c. Rigid furring channels attached with two 11/,i" type S drywall screws to each 4" x 10" or two 2" x· 10" wood joists spaced 48" o.c. supporting 11/a" tongue ·and groove· plywood floor. Construction Type: Wood Joists, Gypsum Wallboord Base layers/a" type X gypsum wallboard applied at right anglee to wood Joists 24" o.c. with 1 ¼" type S drywall screws 24" o.c. Face layers/a" type X gypsum wall beard or veneer base applied at right angles to joists through base layer with 17/s" type S drywall screws 12" o.c. at joints and intermediate joists. Face layer Joints offset 24" from base layer joints. 1 ½ H type G drywalls.crew$ placed 211 back on either side of face layer end joints, 1211 o.c. 1/2" plywood with exterior glue applied at right angles to top of jol$tS with 8d nails. C.alllng pfovldes one hour SK.E'.TCH"AND DESIGN DATA· I Approx. Celling Weight: 2 psi Fire Test: UL R3501·29 Design L515, ~23-64 Sound Test: NGC 4010, 3-21-66 · (Rev. 12-23-70) llC & Test: 38 (63 C & P) NGC 5016, 3-17-66 Approx. Ceiling Weight: 2¼ psf . Fire Test: UL R1319=47 Design L508, 5-8-63 o: a : ] + Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2·25-72 fire resistance protection tor wood framing. . ·· A~~~: ~:J)te;~~J;,,u~A ~!t1-J8,1D~:n:~;.1~)rz/~D fci:~:·• [,-:;.;, ""':r ''.-'::J i::~~o;y;= :a:~~~~:~:.::::'~::! at right 1 : I :: : : angles to ,";'ood Jols~s 16" o.c. wit~ 5d ~ails 15/e" long, 0.099" Approx. cemng Weight: 2 psf shank,¼ heads, 6 o.c. supporting 1 nomlnal T & G wood Fire Test· UL R1319-66 Design sub and finish floor, or !la" plywood finished floor with long L512, 11·9-64· R3501-45 edges T & G and ½" interior plywood with exterior glue sub-Design L522,' 5-27-65· R2717<38 floor perpendicular to joists with joints staggered. Nails Design L503, 6-10-651 placed ¾" from board edge joints and ½" from board end ULC Design M502 joints. Sound Test: NGC 4024, 7-13-68 !IC & Test: 32 (66 C & P) Construction Type: Wood Joists, Gypsum Wallboard ~s11 proprietary type X gypsum wallboard or veneer base ap- plied at right angles to resilient furring channels with 1 "type S drywall screws 12" o.c. Wallboard end joints located midway between continuous cnannels and attached to additional pieces of channel 54" long with screws 8" o.c. Resilient chan- nels 16" o.c. attached with 6d coated nails, Fis" long, 0.092" shank, ¼" heads to wood joists 24 '' o.c. supporting 3/4 11 nominal interior plywood with exterior glue T & G subfloor per, pendicular to joists with joints staggered. Underside of T & G joints covered between joist spaces with 6" x 221/z" by 5/a~ gypsum wallboard battens attached to flooring with 16 ga x 11/a" legs x ½" crown staples spaced 7" o.c. along each edge. NGC 5032, 7·19-66 Approx. Ceiling Weight: 2 pst-: __ --~ Fire Test: UL R5229-2 Design L.513, 5-25-73 ···-·---------1.------------- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: i I JURISDICTION: _C=/~~~~~~""--"-~~l?=i-kO~'------------ QAPPLICANT ~rr:rcN::_DN ,~CHECKER PLAN CHECK NO: ):(} • '2.. 14 P-8\/ SET: j[["" A\/5. ,,1£1.-;;L, QFILE COPY QUPS QDESIGNER PROJECT ADDRESS: f2 i c:;1,. t.. 0 ILJ;;. (7_ PROJECT NAME: kA\-::,E P... E.\J"fC.~Tf-..Q OP'Tt U, D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified~--=-----,---=-~--are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ,. Esgil staff did not advise the applicant contact person that ~-plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------- Date contacted: ---------Telephone# -------- RE MARKS: , ---------------------------f H >;, If1.,A·t::1>M.1 ··rrk'L · t .. 1 :-r By : M ~rJ U :E L-P..\ r-) 2--Ps:: ESGIL CORPORATION Enclosures: ----------- ./ ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 DATE: 4-~ -B8 LJAPPLICANT ~ON ~N-cBECKER OFILE COPY QUPS ODESIGNER JURISDICTION: 0P-t!ZL.S,e,~O PLAN CHECK NO: 1S 7 · '2.14 rzt:.v I SET: :n:, ...;;;._.;,___........:, ________________ _ PROJECT ADDRESS:_.;;.'2_1..:....6~"2."----"--l,.._o_k_;e,.g_=-----=-~->.J_& __ lY_z,._,>::.-~-- PROJECT NAME: __ k_A-'-"I ~:--....;;..(2., __ ~ __ L..W_~~!"l_o_-=QP'O¼'-'---'~_..__ __ D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified-------------are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complet$ recheck. • The check list transmitted herewith is for your information. ~ The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. (DThe applicant's copy of the check list has been sent to: . BURK.E.JT ~r;; vJot-JC?i · M-'J4 4th t-<ve iof.,.J-.J D1€:,~o Cf'2-t9; O Esgil staff did not advise the applicant contact person that plan check has been completed. '-'la Esgil staff did ·" ~ ~ been completed. Date contacted: REMARKS: advise applicant that the plan check has Person contacted: M \ ~ H-A'j e-'7 4/-z/t,g?:f Telephone # 1r?~-~.$""0 --------------------------- By:· MI\NV~v ~1N2-~ ESGIL CORPORATION Enclosures: ,e.op y @F D&,.. p'g\J1 w",:;11 o~ .. d CITY OF CARLSBAD PLAN CHECK NO. 87.:...274, REV. JANUARY 20, 1988 Scope of Revision: Various alternate details submitted to correct structural anomalies created during construction. Comments for submittal 1 rece.ived by Esgil 1/14/88 @ Panels 23 and 38 at Detail 23/S8: ' this item has not as yet been resolved by the engineer. The remaining four items are acceptable. Comments for submittal 2 received by.Esgil 1/20/88 t~e last detail (45° beam at.wall), the engineer will revise detail as shown (2 1 -6" to 4 1 and 4 anchors to 6). I :~~ Both"'s~bm±ttals should be stamped and signed by the engineer. ·.,, If you have any q~estions, please contact Manuel Ainza of Esgil Corporation at (619) 56'e-468. Thank you. '· ' / 1-P.? DA.TE '' "ENGR kt! ,.. PROJECT t:-A r 7 t.?t-e;-rl.,, 1 ,(' L ~ OU('rU::h.-.. &wc·ng structural A-t RECEIVED JAN 2 2 ,988 Dl ,~10\-IV ' clvll engineers SHEET JOB NO - i/ I ~'ffe ;.,v iiD T. {. " j.''- burkett & wong ~ structural f. civil engineers 3434 fourth avenue • san diego. ca. 9'2103 • MEMO -LETTER JC, /,,;v1 ____________ ,/.~/ L _______________ , ___ .. -------li/\lL ---~f_ __ ::jt/-d'.-?.._ ___ _ ~;utJ_ll Cl_ .. t ,( I ~[i( __ f"_l f o-,r O -t.lff/C. . ___ .!./../f.£lL. _____ l_{!6, ____ ft_/aL/J-/._ -·-·-· .... _ ..... _ ------------------------ ·----------·----------·---- P,'f ~ l __________________ v-~/ ;y;µ~ll? _ _,.,_~..._7_;.,,.,c.00_--'Vt-_ .. _~~=-"'f ..... ~A i.,S1 DE .. ,.; .. · .. • \t\. ,t .: .. ...... ~::'..:-: \f _-j{. ·:·.-· .. ·· --:~·. ·.·.,· ·_:'.:/.·.: :~. R E C E I V E. 9,-~;_ APR 2 6 1988 t(· . . :?:·· 01 II\IOHY _:\.-. ::::·:::: ::, "!.:-· ' 1 } ::1i~i:!i ESGIL CORPORATION ,, : i,.-./' :,,J;'!tili> . . .. 9320 CHESAPEAKE DR., SCITE 208 SAN DIEGO, CA 92123 (619) 560-1468 '')_]if .•. '· :/ DATE: _. _4--'---_6>-'---_-___,8~8,._ ___________ _ ~ :;_/ . • ... ;)..)'f,i ~\~/rt • . ,-;_,,·. \:iuRisDicTioN: :· vP...!ZLbe,kO ___;=:;;......;_.;_..:...._.::::._;~...;._-----------, >:.; ·:·;:~\\~·~:_..··.. . ··:,°\':·.PLAN CHECK NO:. ~7 -'2-14 12-t:,v I SET: J!- • I .-\, •_ •:~~1~1,j;½!,t~'• ....:;;_•.:...__.;.._:_. _ ___;. ____ ~~---='----- '••/·.::,'.." ~ROJECT ADDRESS: ·275'2-L..ok.EJ2-~v& U)~>I . .:t, ·: . --~)~!1'&-~t· :+: . . .. . . . . -·~·:df'·:PFtOJECT NAME: KA1~11-~L.~f(J..::> ~ /' }Ji/i;:~wit:.' . . .: . . ·-~::~;~;;:'.-:·}~Z!lf(D The plans· transmitted herewith have been corrected where · ·· _.-··:)':· -: · necessary and substantially comply with the jurisdiction I s ... , ... -,:., .. -~:-:,. ·,-.~--buil_ding codes. . . . . -: ·!::t t:r :!:\~ .,}/. · · ·. · ·-. · -:~ · [: ·:1~--:-·The plans transmitted herewith will substantially comply : '.:'.:-;· t;oEJ -With the jurisdiction IS building COdeS When minor def icien-><' :._:::;ff(._-:_ cies ident_ifi~d -.--------------are resolved and .... !:-.. ,.·.:.\f~·)i\?? checked by building department staff. :': ~ : .. : '.·: ~ fi;f.t:·:·. . . . . .·-::\(·:.~l,~it(b ~he p~ai:is transmitted herewith hav~ significant deficiencies •0:.1:·f ';::·,t:; ,. identified· on the enclosed check list and should be corrected \-:·'.:'. '.:'/t}··: and resubmitted for a complete recheck. ·'·:_: ... : ~ .;r~--~:~1(••'• • • • . _::\j· ·.}{~ The check. list t:ansmi tted here~i th is for ¥our information. ·· ... _r'/-.. ··_.;:}~;-~· The plans. are being held ?it Esgil Corp. until corrected . \\_::· ;a~f;J. plan~ are._submitted for recheck. · Ft:)}}t-{i/:-.:=_ · · · ·1 ?'.; .. :frt:07· The applicant's copy of the ·check list is enclosed for the .'~-}\.:~t{C.. . .J jurisdiction to return to the applicant contact person. {::~!!.i.:\i~J!~;:.;··. ~--: . ·. . -... :" _-.:.: . . . <;?\t'.)].f~ The applic9-nt 1 5 copy of the check list has been sent to: . -· ,;;:-; .. · -:.~'.((j~_:,:,-~ BLJ.BkE. JI ktv r? uJoW~ : :··. -~ ... : )\?: ·:~ .. _ ;/. ··:·:·;:(( ... :· .. ½ '? 4 4fu. t><Jc 0fi.<tJ D 1 ~~o /{h~.,'f.i:?"• .. : : • • • I • :' , .':;~;,):2p.qitl({,j~!J-Esgil staff did not advise the applicant contact person that -i_~-r~'.·'':-~~'1,~:-c _. plan check"·has been completed. . . ·-;· . . ··- ) 3AD rPT. Q\J J>PR {: ·_-_ .. :--; .. ~ E·sgil staff did advise applicant that the plan check "nas ··.:·:·_".:. ::.:f:,~ been completed. Person contacted: ('{\ \ ~ H-A'-f f:"7 ,__. :_..)};'/>: .·_.. 4/7/{G~_, Telephone #. /1/4/__.. _,.--r-r-;-) . flt.!\:'{ 'J l. '9 ... _·,:,·:,·_:;-·_·Date contacted: ___ er-, t-rf-J :::>.)..> -\l1M ... · ... ::?t.~.. . . . _ ,.,, . REMARKs • . --~ oi Cfii ,li?ll;( .. . . -_ .-._ -. ______ _,___ _______ R_E_;_C __ -E-1 ~:-\\.OU.\G :.·\ .. :_.c.::.:~1f~1_.: ... -. By: MktvVGL., ~lN2-~ Enclosures: ~p 7' mp 8&,~si,JrONG ~:~'..i:-;);{f/·· . ESGIL CORPORATION . tX--':V~W,f_:· · ? / 1-~ /~ Iv {fl' -I',·;;,---r~ c:~;,nlr · · -~--, .. ,.f1l · CITY OF CARLSBAD PLAN CHECK NO. 87-274, REV. JANUARY 20, 1988 _: ::,ft:t :1.~:/tF·: · - . i Scooe .of Revision: Various alternate details submitt~d to correct ; ~~\:. ~,··~,.::·11:,:,.... . ·°!-':,,:,.-.:;::: )/t{i;.t structural:: anomalies ere a ted during construction. : -·'.::-:-:.·. \%i7 -_:·· . :--'.·.;· Comments for submittal 1 received by Esgil 1/14/88 _·.; /:.~. /·_·\\l--\ . ' .. -~;ti'ipanels 23 and 3 8 at Detail 23 /S8: this i tern has not as yet ·:. :~,·~i~;: ·. -:,\;!--:·-):pi1ibeen resolved . . . ; .:~_.;: ".·//f~:. . . . · .. .;---. '. ,{':if.The remaining •? Y.t~t+ . .. ··1_-comritents for submittal 2 received by ·Esgil 1/20/88 by the engineer . four items are acceptable. .I ii''::-,. ;.·Wf:-;,'.i .. . . -S 1:> 1:'on the last detail (45° beam at.wall), the engineer will revise . . :: "·. . _ 1 :~_; ___ ,·-,"ti;~---~e. detail ~s_, shown ( 2 '-6" to 4 ' and 4 anchors to 6) . :,:-·!ff.~-~~f~oth s-qpmiittals should be stamped and signed by the engineer. . ,: .. ·.· >:-;, .. ~'.;·." ~~. . ... . . . -.... :/·. :·.-::.~,~-'·t ...... . -: . -·_.::r:.~ ·,· . . ............ ·: IfJy6u·have any qu~s~ions, please contact Manuel Ainza. of Esgil .. . .. .-~ . : .':{;'\:/j· . . . .. .. . '"'-,>.,. _j:~~~:~f:.?:~ation at (619) 561k..J~~68. Thank you. ;;T )f,;-. . , : .. :-;::{: .· . 4:'. ~ .:';~\:"· __ . . ~ ' ., =: ii~~~tLf ·t· •• ~: :}_: ... : · .. -··· :-'··,. : _.l,, : <~-':-::· ,·.·,··· . J ED 88 t.eSBAD a oEPT .. · · ·,, ·· .. D.i..TE __ ~,_-_.;r,_.,., ___ _ ~-. ~.,._? .. , ... ):~ jf)'l°:l::· . ·i,; :i. ~ . .-:: ENGR __ _...1../..:,...r-'-/.!..'/ ___ _ · ... ··:. ,.-:~ : \i,; _,.}~,, :'"· . : .. :. ·:;·:' PROJECT j.;'.;/~---~;;'.'tp.i}--, .. ,: --.;::• • I :-· ·1i1: :·: .:r , . ~ . ,,., ... • . ~ ;-. . : :· ._'.. . ·' ... ~.-. :i,:' · .... ·.· ·,: A. l."-{) I '• :< . 7 , . . . . . .. ... I. /.};(\itf. < . : '· . ,· ....... &:wi:-·ng .-, Hrvc\vrol . , clvll e-n9'nee1 ) '7(,,(/;, rutll/..1 ~ 11-1 <!:_!0 RECE\~ED JAN 2 2 i988 0\ Jf\1DµV r-o JOB NO __ :;_v-,,:;,__._1.._<f> __ _ ... , . .· ,: : ... ~ ,., .;;",.: · ... :. :~:. .. . r~·-· .. ,_ }/_:--.· .. _,_ \--i>"Jt. •:: ••• ·..: 4_ ··::-. i; ._l:,.·.· .:·x~;:: ' ·.:. ·: . .:. f:· ,: :~,_· •. ·-~~:_~:;: :.\\:' :;~~_> .. : . ~l:i~.--.. 1-.--'"""--,...-=--==--=··"'-----,.,....t::::::i::;:::;::.;..,,....;.;....;..._c;,,,,...-.;...-.;..;.J-,.;...----....;.--..,_-·_'·-·•_. __ r.t~--,..;-"--"-;.;.;..~,,+====== DA-fE_-.:l/_7..:.../_8_8 ____ _ ENGR MH PROJECT Kai er Electro-Optics ,a. ..... a~r r;r7 -:i-7~ burkett &wong structural & clvll engineers CONSTRUCTION OBSERVATION: Tilt up wa lJ. panels. SHEET __ l_o_f_.c;:1 __ _ JOB N0---'-34~9~8'"'""A'---- JAN 081988 DUNPHY MET WITH: Al Deangeles, Superintendent and Dale Noland, Concrete Superintendent. In general the construction appeared to comply with contract documents except for cracked panels and misplaced embeds noted on the attached sheets. Michael J. Hayes Associate MJH: SW c.c. Rob Smith -KroITITienhoek/McKeown. & Associates ~/Deangeles -Dunphy Construction DME ( -,P-<fJ> burkett &wong SHEET / / f./- ENGR }(,/-/ JOB NO 2 C/-&ff1/{ structural & civil engineers PROJECT -Ir 71/6, C:-l'A/l-" cc.. Z, fl (;:.7',,t P IJ C &~ocC-(!:J.../ /'/ ec.e.;. Or Col'fJC/t e-rC: ;, ro/VVI ,4Nl) u~;-w1r11 No;(/ '371//UNt CGvfe?VT {tw/C/Cc6'Z."I} 51-101: (I., /tt:-h1e1vr:: f,1./-0/t/~6 4~TeA 6~tJUT f/,(S A1T,,<1,vcfl AtJe/2'-<,q'c ')T.tev6-Hr ,, It t1rF~e--r-//(/ f;h~a!J $ & IP I 7 A~~ E'/4.hf-~C-~ ~ ---45!:€ ,,{. !i?f C#C~ A (...j-en,11,1-n:: 7P ·Jj J-L /6 Jt;tu,,t:;e:7Y S1 f!YVeZ~ / ~¥ ..J'~ 9 , It J I~ , DATE _______ _ ENGR _______ _ PROJECT burkett &wong structural & civil engineers SHEET -z::/c,t' JOB NO 3 '(~,f/1 OA"TE _______ _ ENGR _______ _ PROJECT -~ burkett &wong structural & civil engineers I -rr: \ ~ L 3~~)c f !' 3/ P-i1, /c,t,o I~ ~oq-';, I t::lv!~~ ~i" t.t?c,.f.,-r A6~ £"C-/~t~c..-7 , SHEET 3/v JOB NO ~'fqp,..1 • DATE _______ _ ENGR ______ _ PROJECT PAN(;{.. /l PER@Y c:p,j I _,._ ___ \ ,__ ____ ..l-. f>A.fltcl I Z burkett ~ &wong W structural & civil engineers ~--/''v----.J__ I , SHEET ___ ~-4-1/!-Jcf1--__ JOB NO_...c.$....!..((~/tJ;=--;4 __ _ fANtl /3 I I I -L ~ X.>,X l..f X IO w/ z -1'' /c.1.VIK f>O LTS €7'-"l:£''1 I /I "$ /y Ml/'/. MAY 25 '88 11:41 WHI/LB,CA.2134320378 P. 01 ,,, . • ~ ' -~-llll'lR.'ll!ffltl!ll!m ·~ ~~ ;;.;. Wr1rnock Hersey lnternAtionAI, Inc. l 7 e. 8th Street-Suite S20, Long Beach, CA 9081 ).•U IO • (213) 436-9897 • T~lex 62009822 • FAX 213-432-03 78 FAX TRAHSMITTAL T. \-\EUSTIS M~'< 2 5 \988 Sinc:e 1886 TO: Received FROM: RE: MAY 2 51988 CITY OF CARLSBAD DE1/EL..0Px f!ROC" S.ERV. DIV .. TOTAL lllJM8ER OF 'PAGES CINCLUVIJIJ THIS PAGE}: (.p ---------- SENT BY: ~~~ __... ......... ___________________ _ .\ '.;::,. i r-..S. 1.F THERE ARE ANY QUESTIONS OR NOT ALL f)()CutSlrS IIERE 'RECfIVE'011 PLEASE CALL THE SEN1JfR AT (f13} 436-9891. 'Qw,lity As:suron,e through Testine and Certification" I l I . l ! i l ! ! ! i t ~ MAY ~5 '88 11:42 W~I/LB,CA,2~34320378 P,02 l 17 E. 8th Street-Suite 520, Long Beach, CA 90813.4310 • (213) 436-9897 • Telex 62009822 • FAX 213-432-0378 Ma.y 25, 1988 Mr. Murray Greengrass Murray Cabinet and Fixture 6360 Federal Blvd. San Diego, Calif. 92114 RE:· KAISER ELECTRO OPTICAL 2752 LOCKER ST. CARLSBAD, CA. Dear Mr. Greengrass~ Pursuant to your request, a representative from Warnock Hersey travelled to and inspected the 20 minute fire door assemblies installed at the above referenced location. The following is a list of the discrepancies noted at this location and until these discrepancies are corrected and verified to be within conformance with the manufacturing specification, machining specifications and the applicable code requirements, the certification labels attached to each respective product are considered null and void. Sinee 1888 l.) Th 1 e 11 1(4" wihred glass 1 is reqfuired to be inse:ted 1 a minimum of ... / 3 8 into t .e vision ite rame around the tul perimeter. 2} 3) 4} The 1 /4" wired glass is required to be reinforced with a / minimum of 24 gauge (.0201) wire. The wi~e was measured to be ~ .016 unless qualified by testing in conformance with U.B.C. 43-2 (for doors} and/or 43-~ (for windows). The vision lites must be a minimum of 6 11 from any edge or / cutouts, including the back edge of any mortise pocket. \ The pair of doors that lead into the warehouse are within 4" and are therefore not acceptable. The lobby doors have been field prepared for an electric / strike and these doors, manufactured by Like Manufacturing \ Corp., are not approved for this type of hardware. 5) All pair assemblies must have a metal dust box in the inactive \/ doors to be in compliance with their listing. 6) All pair assemblies must have metal meetin~ edges. 7) All pair assemblies with automatic flush bolts were found not ,/ to comply as the lower flush bolt did not engage into any type of receiver. 8) All window assemblies must have the 1/4° wired glass embedded in glazing putty and must be behind the stops a minimum of 3/8" and the applied stops must. be attached with #8 · sheet / metal screws at. 3" from any edge and not to exceed ·s" on centers. Quality Assurance through Testing and Certification" MAY 25 '88 11:42 WHI/LB,CA,2134320378 · Warnock He-tsey lnternationol Inc. Murray Cabinet & Fixture May 25. 1988 Page 2 P,03 9) All door and transom assemblies must be manufactured and installed in accordance with the manufacturers specifications for labelled assemblies. The paired assemblies do not meet these requirements as they are not produced per the specifications and until the corrections are made and verified the ce~tification is null and void. It should be noted that the vision lite cutouts were conducted in the field and are violations of the applicable code requirements and Warnock Hersey policy, however Warnock Hersey did inspect these doors and find that the cutouts were acceptable to the manufacturing specifications with the exception of the pair to the warehouse as noted herein. Until all of the discrepancies and violations have been correc~ed and verified, Warnock Hersey will consider the certification labels atta~hed to the products and openings in question, null and void and any implied ratings will be considered the same. If you should have any questions concernin~ this report, please do not hesitate to contact me anytime. Respectfully, Robert D. Flo:re:s Operations Manager enclosu:res cc: City of Carlsbad Like Manufacturing Corp. Estrada Hardware Co. Ceco COl''P. Dunphy Construction Co. ;· .,. t. ~' '· ,: ~. ~· :,• "• . . .. i; .,· , ,:. • MAY 25 '88 11:43 WHI/LB,CA.2134320378 P.05 FiiLD INSPECTION OIFICiiNCY REPORT PAOE _2,_ or --- REPORT FORM LABEL NO. RATING PRODUCT OPENING NO. NATURE OF DEFICiiNCIES ---------~--------------------------~----- \::.,·3 ?,o ____ __,_ __ .,.... ..,..,,.,...,.,._...., I ' ' ' " ---~~----~----~~-------~----------------~--~----~-----~------' \ I ' ' ' ... ' \. \ ~~---------~-~ ---------------------~~-~-----~---------------~ . 'l (... '-\ ~---------~------~-----~------~----~------------------------- \ \ <\ ---------.....--- _j~£ ____ _ V --~-------------~-----------~~---~---------------~----------- ----~-~--------------~ --------------------~------------~----- \~\, ~ _..---~~--~------------~----~---------------------~~--~---------- t~\ A-~ -----~--~-------------------------~~-----------------~-~-~-~- --------~~------------------ _j_?::,~_t! ___ _ -----------~-~-......... ~---------- __ L?~----- \0'+ ~ -----------------~~----~ --~-~~~-~~~ ~~~-~-~--------------------- _j_~~----------::-----~~~--~ ---------------------~~~-- \00 _______ ..._ __ _ '° ·o~a:G _l~~Lt ____ _ (OS'° _JJ_1 _____ _ ~$,~ ......... t..--. V" ...-----:;:--·-·-~-~~~ MAY 25 '88 11: 43 WHI/LB,CA,2134320378 P,04 I.. ~,k.i<LW,.g~<t Wrtrnock Hersey lnterrn=itionRI, rnc. Since 1888 I 17 E. 8th Street-Suite 520, Long Beach, CA 90813-4310 • (213) 436-9897 • Telex ~2009822 • FAX 213-4n-0378 FIELD !NSPECTION REPORT DATE WHl IN.SPECTt..:.1R._J3. ~S ______ _ .PAO.E l of' -~- DIFICIENCY REPORT ATTACHEL): YES y NO NONE JURISDICTION:G-J!:\..E~-~~~------REQUESTED BY;1_4.>~~~~?2_ ADDRESS: 2::Q:L"§'"_~~~_?_8-_~_j_e,§_.YA:,-i-11:1.~~~!:'~1..~~t.!:"~~~----- C~f?M+-V...:--'J._?.925_4& t'l~~Y..2..~~-~'=-----~----- A TT EN'T lON: ~ tl~ CA._<} 2IJ'-( ------------~-------------------~---------------- TELE?HONE: FRAMES: DOORS: C£c4LJk_~~-t:t_0__:_J.2g~-~'E='BELl±l~!..E;_~--~-E~~- ~-~-~..L-~~--~-~~A~~_?------~----- 1=_L§ __ ~~-~~--~~~~-~-------------------- HINGES: H_o_p_L_~ __ j~~~±_~J~j _ _§_~Q~~Jk-~-~~-~------ LATCHSET: ~3E-k?l£g~"'-1=_§j2.__,l!._-b;}l3!:f:.._f:!::~-~-~~-:::~ CLOSURES! _Uk __ <:..8-J?a~-:S-~-~-------------~---------------------- GASKETING: ~.,S-~s-~~_,_~J:.~_J?_!~~'::Lf~------- THRESHOLD; ~8~---------------------------------------------- COMMENTS: ~~-~-~L~~S..-2-~-~-~-~~~-~ " J.2z._1_e_~_'.!>§_:S:i*:::f. __ ~~~----------------------- ~-~~~--(?_e_~~-?8-~i-::~--ik~-~-~--~ \(i.-'t L '+ ~ ~ A...Jvo ~~ ~ ~ ------~L--------1-----------------··-------L-----~~- ~-Y~ .... --~O_Qi;:?.:?J:J?~~~~~-~~®-_ .!-1'::-~,~J. ~~ (_f..:5:Q. ~ ~'.~.Jp-t._,fi-4:>~--1-{~f-,pl) __ A'=r ... 4 01 t.... __ (_ 1 C'"U.) ~--R<c.~ ) ____ ,,, .. "Quality As.suronce through T~.tlnf..g/J.9_(;_Wffit;;,@.9.t1~: ...... --·-_ .... _ ... ------.. ·····-·-·--·-·. -· ........ _ ... ___ .. ~ --___ ,,_ .......... . J, MAY 25 '88 11: 44 WHI/LB,CA,2134320378 FIELD INSPECTION RiPORT OIFICIENCY REPORT FORM PAGE ..:3_ or -2- LABEL NO. RATING PRODUCT OPENING NO. ' ----------- _ _,_~----- __________ .,_ --+ ...... ----.---~~,.....-6----- --~----......,....,. ______ ,..... _ _.. _.,.......,.,......,.,._._.,... ..... -----;.- P.06 NATURE OF DEFICIENC!ES -------~--~-~-~---------~--- ~~---~-2~------- ~----~--------------------~- ------------------~-~-----~- ~------~--~----------------~ ---------~------------------ -------~--~~---~------------ -~-~---------------------~-- -~----------------~-~~-~-~~- ~---------------~----~------ --~-------------------~-~~-~ ------~-~~------------~~---- --------------~-~~---------- ---------~~---------~-~----~ ~----------~----~---------~- . ... .,.., _________________ .....,. __ ....., ___ ...,. __ _ l: i.: i~ ·• I f I I : .. ·,, -44 05/25/1988 13:47 MAIL STORE-EL CAJON **** 619 588 5747 P.10 .. ,. Ma~ 25,88 12:0$ P.01 MlT$1.Jl 3, CO L.OS .~ES , . i13 689 11!$9 ~-1~ • f ' '• [i CINTRA& O&ASS co., LTD. 'l"IJl,.S_.1-KJNI!: TOKV,r) (IH) T t t \ OAIIH.tt "'Dlt,. .... KOWA•HITQTlllfal!JIJAOHI 91..C,O, . """""'1.•1..u• t&W.'f'l!t" ,, M~W~A•NIIHUUQHO *·0"40M• TII.UI Cll•UYOCA,KtJ. '!'01(.YO, tot JArAN ,f,...,..,. Ctil•LA•• We certify t.ha't Q-\ll' l/4" .polished wired alan diamond m1uh type 3•811 x 3'4.11 u••C"J in the elevato.r hobstway will not de!leet more thtm 1 lnch wh•n subiect8d to as. fC>ttce ot 100 pound$! applit:d hc;iriion.tal.ly at any one point when all •t\a•• of gla•• :;1811 X, 31411 P.l't.J t1xed. Sincore1y yo~_.., CENTRAL OLA.as co : , t.'ro . l!f iiltl TOTAL P.10 ; .. ·. I. I • . . · 05/25/1988 101361 MAIL STORE-EL CAJON **** 619 588 5747 P.09 - MITS..11 & CO LOS ~1!!5 Ma~ 25,88 12:08 P.02 ... 21~ 698 1139 P,11 \ •, . ,. •.·,•,: '. ' tJII'' ~ti' ' ; I ',. I' ·• 'I,' ,,,(' . ··· . .. 4.. . ... . t,•· :.• . ,. ' ', ,, : . ,.,, f , .. , t\ .. •'• ,· .. . , .. .. .. . ,. 0 lla . ,, • I I .·' ,,., ... ,, • I 4f,-f',•,, > I ,,.,, .. J ~ ~ ~t , l t1 1'•.t/ '; ', ,":~.;:~~ ~ ., . ,,• ..• 1· ('Ii· I .. ',';,t, .. ' lr'llf'., .,, :; . -~ . ;~ . . . 1,,1,, ',i1/. I / 'f I*'. ! ' .. ~.t .... ·""', •• Ii" fl" ",.,· .. ·~ , ,'1-'f..' .!··1,·) .. ,,., ........ 6,,.,,,~1,··,/"•J O , .... 'I ' ' ••. ,. I-• • , , •• •r , . .,, .... " , r . . . • ·: t •• •••• .-' ' , •.. r ,, ' ~, ..,,........,......,...,.~~-,.._...._.,.~, ........ ~ ......................... ....,. 1~,.,1,t',·,'',•tr, . . ' TOT~ P,11 , ........ ,1\-.. •• ii, • '"' ,. i ~ • ' (·. 'c-' '\ t • !l~; " • " t• . . ,:~·-"· ;. ~· ', ... . ,. .. J.'+. .. ,. ·It '·,., ' ' . I I • 13:45 MAIL STORE-EL CAJON **** P.08 619 588 5747 ,. May 25,88 12:09 P.04 Ml TSU l & CO L.06 ~~L.ES . il:.3 6,00 1138 F'.1'1~ ·-.. , •. ,, ... ·-·,·----·..-4'-P"--~1""'Tf'l,__...i.-,.L-. ,~ ... --, .. -... ....... ~ .................. ,!,4,,., • .-, ..... ,_ .... " UNDIRWRITERS LABORATORIES INO • ~ •titr.'lffllfnMC*, IL.L.• Mtll.\rf~ N.i•MJrfA CLAU,~Lli', • . ..._ ....... ._ ... _,.,.,_,et -i"lilll-! lll,Mlm._,. JI I I 11• ... Hillld UIIAII 91l'W :ai, -'" ctn indopemdmt, not ... (or..,,,1·qfit Qrgani.eati,m t111£i·ng fO'Y' public t.a,/t.ty Pila R8l57•2 ,~oject 80NK202J Ooeo~ar 1,, 1980 . Qi'Ol\'l' cm ..... GLAZING MA'rJRIALS c•nt~al Olaas Co,, Ltd. Tokyo, ~apa.n CopyrJ.ght © ~980 Und•)!'w.ritax-11 .tiaborator.ie•. ':tno. tlnde.rwrit.•~• trabc:>ti-• t.or:l.ea :t.neo. autho~ttH\as th• above namea com~•ny to reproduce ~hi• Report provided it ia reproduced in ttv entirety. . ,., I t, , • .. 05/25/1988 MAIL STORE-EL CAJON **** 619 588 5747 .. , P.07 · Pile a,117 ... 2 Paga 1 !ftODSlQI. S£lPM12 r 6.35 rnm (1/• in.) thlck wired glas1 wtth a squaro patt&rttw welded wtr• ~eah • . 1'4,!L ' JJU/ntl) s 4d I ' •' ,. ' 05/25/1988 13:44 0AIL STORE-EL CAJON **** 619 588 5747 P.06 .. 03,/~ll"8 10;34 MITSUI & CO LOS AN05l.5S 213 586 1~38 P.04 I I 1t \ ... •' t t• t I • I . . ; 0 .f ' '1'· I ' S '-" .. R II C O R D N O , l ---______ _._ VMlf9 ..... •gBSCRlPT~sm pr ~~8~ ASS~~~s • Wl'.Rf;P GLASS_ 6.35 mm (l/4 in.) thick wired g1a•• inoorporatini 5qu~re patterned wel.d.•d wJ.::--me.-h. 'l'ha a.ppearanoo a£ the wiiliod lit1AJI i• shown. c:,l\ ?XJ;... 1 ~ha 6.35 mm (l/4 in~> ~hio~ wired ;lasa wae manutaetur•d \U').d•r th$ observation of a rspreaento.ti,,e of Vnd•rwt!tera Laboratories Inc. 'l'h& details ~Qnoerning manufacture ot the 9lAas ~roof a p~~pria~ary natu~e ~nd are en fil~ at Unde~w~iter~ tab~~ato~ies· !na. for use in conducting tha Fo1iow•Up s~rvic$ Proq~am at the manufaeeu~ar•s ~1~nt. WXNDOW ASSEMnLY- ~he 91aaa wa8 inut~lled in a Claaai£i•d hollow-metal type st.eel doubla h"unq window, fha OVG~&ll size of the window aaaem.b1y wa• 30St8 om (10 ftr 3/8 in,) wide and 304.2 em (i it, 11~5/8 in.) high. The windQW contained VQrtigally alid!ng. 1aehea with latohes · At t.h• Qent~r rneetinq rail. Whe wired qlas1 lights were pl00e~ into the individual f~&~• operti~qs and secured in pot1tion by attaohing the ~emovable ;lazinq ~aad with 3/1~ in, diaineter sorew• spacod 10 in~ oc and a m~ximum of l~l/2 in. from each $~d. Th• .wir•d gl.as1 wa• well. imbe<Sded if.' putty and a:.l:L •Xpo•od joints b•tw•on mata1 an4 9laae atruck ana pointed. tNlf Pt.L,MT,+C?£! l I 'l'he window waa moun~•« in a 30.48 cm Cl2 in.) thio~ maaonry ~all, contained within a test frama. Aft•t the m&sonry 1hftd seasoned, tha gla•a liqhts weru in•ta11~d by a 9lazing aontraoto~. · ~h$ individual glaaa light1 haa •n engagament of 0.9S2 om to 1.59 crn (3/8 to 5/8 in.) in the window frame along the top and aida $4;,• •nd about 0.952 cm to 1.27 om (3/8 to l/2 in.) along -t:.h• bottoin ed.9a .. 'l'l'>e size of the individual qlA•• lig-hta expoaet.d to f iz-e a:t.·e ahow1~ tn the tollowin~ table, Sea iLt, 3 fo~ ~e!erenoe to th& numb~.· :ind l.oQation ot the ind.ividua.l 9laas li9htu.. I ,. I ' ' t • I p I I .. C,} rl l 0 ; t 05/25/1988 13:44 MAIL STORE-EL CAJON **** 619 588 5747 P.05 P.~ 05~/1989 1'?113$ M!iSU l & CD LOS ~55 213 689 1138 . 1 I Pile ·u1s1-z Pagft Tl-2 tasu.,.,, l0•l5•80 Gl••• I L.tgb~ No. 44 & '., W~dth ! 9M .. ~!-zn. t Height! ,CJ1 ... .J.. In. ) 1 74.61 c.m ( :zil ... 3/8) l20~l3 om ( 4 7 .... 3/8) 2 7-t, 61. Qffi (29 .. 3/8) 120 .33 Ctn ( 4 7-3/8) 3 29.21 cm (11-1/2) 27.i4 am (ll ' • 43. 82 em (17 ... l/4) 27.~4 om (ll •, ) 5 43.82 cm (l 7-;J./4) 27.~4 em (l.1 ) 6 a9.21 om (11 .... 1/2) 27 .. 94 (,ffl. (ll ) 64 .. 14 1 em (25-1/4) l40.l4 cm (55•1/4) a 19,37 c:tn ( 7-S/8) 140~34 om (55-1/4) 9 64tl.f c:ni (25-1/4) 140.34 ctn ($$•1/4) 10 128,91 om {50-3/4) 69.i2 om (.27 ... l/4) 11 . 64, 14 am (25-l/4) 76.84 crn (30-l/4) 12 64 .. 14 Qffl (25-1/4) 76~84 cm (:30~1/4) 13 64.l.4 cm (2&.-.1/4) 140,34 om (55-1/2) 14 64tl4 crn (2S-1/4) 140.34 em (SS-l/4) ••• %~~1. 2 and 3 for th~ appearance of the exposed. and une~posed aurfacaa b•fo~• th• te1t1, Aft•~ gla~!ng, f:h• fir• tect wa• conducted in aooordance with th• methed •pacified in th$ etandard t!cr the fire 'l'.'asts of Window A$~•mbli•a; UL 9~ . 'Z'h~o~;houu the tire teat, ob~a~vationa were m~~e on th• characte~ ot eha lira, the aondition gf the e~poaed and ~xpoaed fac•• •n4 all developments pertinent to.the windows as a fi~• retntdant with •P•ai11 ret•r,noa to stability and fl~me pas~a~~- . Obst~Y!~n• o~ the Exeoaed Oida • The fire was luminous and well d'Is71iiited during th•!!~• t••t, ~he t~mpo~aturea ·within th• !urnaoa ghamba~s war$ oontrollad in accordance with the St.andard Timo-~emp$~ature cu~va ahQWn on I~~. 4, Th• wtr@d 91••• lights began to g~aok du~!ng tho tir•t l min of the tea~. ay) Min, the gla~s in all of th• lights had ,cracked, but ocoasion«l cracking •ound~ w&re heard up to 10 min. During the ti~at 10 ~tn, th• putty began to b~pwn and started to bu~n •ho~~ly thereatta~. ay 44 min of the te~t, ~ll of th• combuetibl•s in the p~tty ~ad been consumed. ' !'h• gen~ral app&aranc~ ot th• •xpQ$•d otdo of thG ~•D$mbly atter the !i~• exp~•u~a ta1t and before the hoae ~trea.m teat is &ihO\oln on ILL, 5. 05/25/1988 13:43 MAIL STORE-EL CAJON **** 619 588 5747 P.04 • 4.'l • ., i . . . . . . ' . • ,,.., I 0 0 ' i13 688 1138 ~.es , rile J\8157•2 10-1!>-80 Du~ing th• tirat mtnute of ~ira •xpo•"~•, the windows b•q•n to bow toward th• ~ir•• Aa the teat progreaa~d, the vindowa oont!nued to slowly bow towa~d th9 tire~ The maximum d•fleotlon taken at about 45 min.of exposure time waa 7.62 om (:J Ln.). All gla•• lights remained in pP$ition throughout t.ho fize I teat. HOii ,l'l".R.!AH T!SS1: i Immediat~ly atte~ th•~, min fira test ~XPO•ure; th$ A~~am.bly wa• withdrawn from th• tu~naoe and subjected to tho impact and aoQlin; •ffects of th~ ~1093 ~GS/square meter (30 psi) ho•• •tre,m for 60 seo •• •paaifiad in the Test St~ndard. nuring the app1!Qatton of the hos~ at~eam, all glass light~, with the •~a•~tion of N~a. 3, 4, 5, 61 8, 11, 12 and 14 wore di•lcdw•d and f•11 to th$ floe~ •. ' Pu~in; the appl~gaticn of the ho~e 5tr••m, the rmmov~bls glazing b~ad• on eoma of the g1~3n lights began to pull loose at th• eorners on the uneMpe$•4 aid~. At about 20 eo 40 eoo·qf the hose 1tt'.'GAm; th• corn•~• of glass. light Nc>s. l, 2, ·7, 9, 10 an~ 13 beqan. to pull loose at. •~ea• where the ql-a~inq :beuda had pulled awar and the lights fell onto tna floor in on~ piQoe. In thoue $•Qtio~• in which the removable 9la11n9 bead» pulled aw1y :rom the top or bottom sages, the glass lighta (N011. l, 2, 7, 9, J.0 and l3 l did not. r~nnain in po1:d. t~on th~oughout the ho•• •t~eam test. Xn th• aootion, where the removlhle glazing bead• did not pull away (No~, 3, 4, 5, 6, 8; 11.; ·12 •m1 14), the 9las9 ran\ain•cS in p0111iti0n • . Xt L• judge~ that th$ !ailur• of aorn~ of the 91~•• li9htG to rem~in in po$ition during the hose ~traam ts~t WQO o~u~ed by th• pulling ~w~y of the glazing b•ads And that the gla10 perfo~m•d ••ti~faetorily~ Acco~din91y; 6.35 mm (l/4 in,) wired ,glans inoorpora~ittg ,~uara pa~terned weldad wi~• mesh, of the type ~~•ctibod 1n this Report; !$ QOnaidered suitable•~ glaz1ng for fire winaowa, fir• ~oors emd fire·(1C)o.i-t'ramaa. ~he ;anmral app~~rance ot tho un•~~osed and axpoaed sides of the aaeembly after the fi~a and hose stream tests ic •hown bf ILLS.Sand 7. JJU I I 'f :-,. /• , .. . • 0 • 0 05/25/1988 13:42 MAIL ST~RE-EL CAJON **** 619 588 5747 ,,.. P.03 0513,/19ael 111)136 MITSUI & CO I.CS FHEI-ES ' . 213 699 11~ ~.07 · S2!!£.~Y!12!! l0-15-80 Dia to110'tfin; conclu•ion~ r•p~eaenc t.ha ju4gement ot anderwrie•~• ttaboratoriae tno. ba~ed upon th• results of th• •xamination and 9•t• p~esentad in thi• R~port as they rQlate t~ establi•h•4 p~inciple• an4 pr&vioualy ~•~ord•d dat~~ l UM.mwmMttPB P.Ror1a1mi 'l'h• gl••• 1ivhtm roznain•4 in position t:hrcuihout 'the ~, ~Ln fir• $Xpo•u.r• ~•~iod • ~011 lfflW. lt!,$1,~~NC!J, !th~ applioation ot the il993 KGS/aguAr• meter (30 psi) hose ,tr•am f~r 60 aec imm.•dt•t•lf attar th$ fire test dialod9~d ••v•r•l o! the ;1••• lights beclu•e of fAilUi"a of tha removabl~ ,1azin; beads to ram•in in poaitio~. lWALOAftON OF PErurO~NOE OF WIRED GLASS DUA?NQ HOSE S~RWS TEST 'l'h• 91asa lights th•t were disl0dgod d"ring the hoto Gtream initially pulled away along th$ to~ or bottom ~dwa originally in a~ntaot with the r•movt\.bl$ glating bead. On~& tho r~rnovabls baac;I pull•d loose, the glata was allow•d to bow outwn.rd 4\t thQ ~n•upp0rted edge and subs~qu$ntiy pull out of tho retaining gro~v••• S•• ILL, 8 to~ th• areas wher• the re~ovable gli~inq baa~• pulled loo••· I C&aes;~~HA1'1.2tt,.lUi.Q.fOLtOW~qU,.~!V1CE; 'A ••mJ;>le of th• product c~v•~•d by thia Report has ba~n fou.nd to oomply with th• requiremante £0~ Fir• Bai~rd only oovering the ola•s an~ the proa~et is judg•~ to ba eligible fo~ Cl•••ification and Follow-up So;vioep Tha m-nufacture~ is a~thariz-4 to uae the Lab~~atories 1 Cl4e~ification MArking on such pto~uet• which comply with the Follow~Up service Prooedure and ~ny 1 oth•r applic•b1• r•qu~remants of underwrite~~ ~tb~~~tories. Only those product• whi~n properly bear the Labor~tori~st Cla11ifiaation Markin9 are conaidersd a• Classitia4 by Und~rw=tto~a Laboratorie~. 05/25/1988 13:42 MAIL STORE-EL CAJON **** 619 588 5747 P.02 .. ft ' , .. ~·l' . '• ·~ . • (; a .. 21J ij,88 11:38 F,00 File 1us157 ... z lO ... l!S-80· The Clasaifio~tion 'Mark •hown below will cover the 6.3s mm Ci/4 in •. ) thiok wtrad glass dese~ibed by this a~po~t. J\aport b:,r QJ',,Al?NG MATBRtAUf ,. c~,sX!'l:!:D ilY bNPIRW~x~~RS .tJ\80RA~O~t~s INC. A& '1'0 F%RE RESXS~ANCD ONtY Revi•W•d bra J.c9.~ ~-t.... ~a./2..t.u.. ..TAMES J. URBAN lt. L. DONAHUE ~ Enginee~in9 Oroup·t~ad&~ Firo ,~otectLon Oepa~tment A•eistant Managini ~nginea~ Fir• Proteo~ion D~pattmant '· 05/~1"19M uu:;se MITSUI & a:J LOS f«JSI..E5 t • ,/ "" "t .. , .... • , ~. t ' i' .. p . . !!!!.9.!!!?!.Q! Q!. !~I:i.!!~!!~II.Q!! .till\llSiE!t!?.n. 1 . , 5 7 8 ''' ,., .. App•a~anc• ot wq~~r• pattarn•d wiro~ 9l.a11. Expo•ed Gidw of window ••••mb1y b4fo~e fire tQst. Unexpoa~d $ids of window ~s~e~b1l bafore tire test • Cha~t of :u~nace temp•r•t~~••• ~xposed side ot window attemblf imMediat$lf attar fire t•~t •nd b«f¢~• h~•• •t~eam t•5t. ~HPQ••d aide ot window ••a~robly afte~ fi~e ~nd hos• st~•~ ~•at. Unexpoi,ed sida of w'i'ni;!ow euu;ut.mbly aftar lire ~nd ho•• st~~~ to•ta. Unfi~pQ•od Iida 0£ window •asembly afto~ fi~e and. hosQ ~tr~am tests indicating arGaa wh,r• r•mov&ble ;1a:inq be~d pulled looae.