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HomeMy WebLinkAbout1960 LA COSTA AVE; ; CB910812; PermitB U I L D I N G 12/18/91 14:55 Page 1 of 1 Job Address: 1960 LA COSTA AV Permit Type: COMMERCIAL BUILDING Parcel No: Valuation: o Construction Type: VN PERMIT Permit No: CB910812 Project No: A9100983 Development No: Str: Fl: Ste: Occupancy Group: B2 Class Code: Status: ISSUED Applied: 05/23/91 Apr/Issue: 12/18/91 Validated By: CD Description: ADD 1680 SF TO OFFICE AND : 985 SF TO OPERATIONS BLDG/NO FEE APPROVAL INSP.-l/-llllt.=-DATE ~{ffV CLEARANCE ____ .. ;_ ____ _ CITY OF CARLSBAD 2075 Las Palrnas Dr., Carlsbad, CA 92009 (619) 438-1161 \ j I PERMIT APPLJCATION • City of .C~rlsbad Building Department 2075 las Palmas Dr:, Carlsbad, CA 92009 (619) 438-1161 . ' ' 1. PERMIT TY.PE . A -·, .COMMERCIAL TENANT IMPROVEMENT ' 8 -0 INDUSTRIAL OTENANT· IMPROVEMENT . C -[J RESIDENTIAL [J APARTMENT O CONDO 0S;NGLE FAMILY i>WELLING ~.ADDITIONiALTERATION ODUPlEX' []DEMOLITION ORELOCATION OH0BIL.E H0f,fE ~E~ECTRICAL XIPLU~BING XJHECHANicAL . CJPOOL OSPA ORETAINING WALL OS0LAR 2. . PRO.J cT INFORMATION PL~N CHECK No. Address ' La 'Costa Avenue Nearest Cr~ss Stre_ets ' La Costa Avenue & El Camino Real LEGAL DESCRIPTION Lot No. Subdi.vi sion Naltle/Nll11'Jer · Unit No. .Phase· No. CHECK BELOW IF SUBIIITTED: XJ 2 Energy Cal cs )t]2 Structural Cales IJ 2 Soi.ls Repor-t 216-,124-0500 XJ 1 Addressed Envelope EXISTING USE PROPOSED os·e' ' r£-.~1t--nro 1')~ ~G 3. SI_GNATURE ADDRESS ZIP CODE 6150 Yarrow Drive, Suite H · 92009 DAY TElEPHONE(619) 438-3425 4. APPLICANT ' CONTRACTOR OAGENT FOR CONTRACTOR . ~OWN.ER . OAGENT FO; OWNER NAME Leucadia County Water District ADDREss 1960 La Costa Avenue cnY Carlsbad sTATe CA z1P CODE 92009 PAY ~E~EPHoNe (619) 753-0155 5. ~. CONTRACTOR NAME l \. {.)_ .,..-.-" ,-._} ~ ADDRESS ZIP CODE CITY I\J , A: ~,, I~ STATE SIGN.ATURI:'. DES I GNER NAME CIT,Y STATE LIC. # ____ _ STATE LICENSE CLASS----~ TITLE ADDRESS ZIP CODE DAY TELEPHONE CITY BUSINESS LIC. # DATf DAY TELEPHONE STAJE. LIC. # 7. WORKERS' COMPENSATION Woekers' Corrpensation Declaration: I hereby affirm that I have· a certificate of consent to self-in~ure issued by the Director of Industrial Relatio~s or a certificate of Workers' Corrpensation Insurance by an admitt'ed insurer, or an exact copy or. dupl 1cate th<1reof certified by the Director of th; insur-er thereof filed with the Building Inspection Department (Section-380D, Lab. C). 8. I~SURANCE COMPANY POLICY NO •.. EXPIRAT·ION DATE ·certificate of Exerrption: I certify that in the performance of the work for which. this pe·rmit .i~ issued, I ·s.hall not en-ploy any· person in any manner so as to become subject to the Workers' Corrpensation Laws of California. SIGNATURE DATE OWNER-BUILDER DECLARATION owner-Builder Declaration: I hereby affirm that 1 am exempt from the Contractor's License Law for the following reason: O I as owner of the property or my errployees with wages as their sole compensation, wi'll do ·the work and the steucture_is' not intended or offered for sal,e (Sec. 7044, Business and Professions Code:. The Contractor's License law does not apply to an owner of property who builds or improves thereon,., arid who does such work himsel.f or through his own errployees, provided that such irrprovements are not fntended. c;,r offered. for sa·te. If, however, the QUHding or improvement is sold within one year of CO!ll'letion, the owner-t;,ui lder wi l·l have the burd~n of pr.,ovlng that he did not ·build or ,improve for the. purpose of sale.). · 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct' .the pr.oject (Sec. 7044, ·Bus.iness and Professions Cocfe.: The Contractor's License Law does oat apply to an owner of property. who bllilds or improves thereon, and contracts for such projects with contr.actor(s) licensed pursuant to the Contractor-•s License Law). D· I am exerrpt under Section __________ Business and Professions Code .for this re·ason: (Sec .. 7031.5 Business and Professions Code: Any City or Coun"ty which requires a perm\'t to.construct, a.Lt'.er, i~rove, demol·ish; c;,r repair any structure, prior to its issuance, also requires the applicant for such permit to file a signea statement that he i~ licensed pur~uant ,to the ·provisions bf the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the ilusfness and-Professions Code) :or.that he is eKempt ther.ef'rom, and the basis for the alleged exerrption. Any violation of Section 7031.5 by any·applicant .for a permit subJects the ·applfcant to a civH penalty of not more than five hundred dollars tS,00J). SIGNATURE DATE_ 'COMPLETE THIS SECT!QN FOR NON.-RESIDENTIAL BUILDING RERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials regi~tra~ion form ·or ·risk management-ana prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substal)ce Account ·Act? · Om X]No Is the applicant or future building occupant required to obtain a ·permi.t from t~e air pollution control district or ai,r qual'ity management gistrict_? Om ~~ . Is the fac.ility. to be constructed within 1,000 feet of the outer boundary of-a sc_hoo'l site? OYEs )[]110 IF ANY OF .THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OClll'ANCY MAY NOT BE ISSUED AFTER JULY 1;1989 UNLESS THE APPLICANT''HAS MET.DR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND T~E AIR POLLUTION CONTROL DIST\UCT. . 9. CONSTRUCTION LENDING AGENCY hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued .(Sec-3097(Tl Civfl code), Not applicable LENDER'S NAME LENDER I S AQDRESS 10. 'APPLICANT'S SIGNATURE I certi'fy that I have read the application and state that the above information is cor·rect: I agree to compl-y with'all 'Ci.ty ordinances and State laws relating to building construction. I hereby authorize representatives of the ·City of Carlsbad to enter upon the above..meotioned property for 'inspection purposes. I ALScl AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JOOGM.ENTS, !=()STS AND EXPENSES IIHICH MAY IN' ANY WAY ACCRUE AGAINST SAID. CITY IN CONSEQUENCE OF THE GRANTING OF THIS 'PERMIT. . . Expiration. Every permit issued by the Bui'lding Official under the .provisions of this Code: shall expi.re by l,imitation and become null -and void if the 'l,uilding · or work authorized by.such permit is not commenced within 180 days from the date of such permit or if the·building or work-authorized by such.permit is suspended or abandoned at any time after the work is corrmenced for a period of 180 days (Section 303(d) Uniform Building Code). Xl OWNER D CONTRACTOR OBY PHONE APPB(i'i;o.;e'k .. :, .·: .:·,::--:'' . /"' :;:, PATE_:':':, .. ·. . ·,· WHITE: File YELLOW.: Applicant PINK: Finance PERMIT# ,CB910812 DESCRIPTION: ADD 985 TYPE: COM CITY OF CARLSBAD INSPECTION REQUES~ FOR 06/05/92 1680 SF TO OFFICE AND SF TO OPERATIONS BLDG/NO FEE STR: INSPECTOR AREA TP PLANCK# CB910812 OCC GRP B2 CONSTR. TYPE NEW STE: JOB ADDRESS: 1960 LA COSTA AV APPLICANT: LEUCADIA GTY WATER DIST · CONTRACTOR: PHONE: 4383425 PHONE: OWNER: PHONE: REMARKS: :t-ni/EAMO INSPECTOR ___ ....... ___________ _ SPECIAL INSTRUCT: HE SAID JOE FEDERICO WAS GOING TO SIGN OFF fHURSDAY PM. TOTAL TIME: _ ----- ~-RELATED PERMITS-- • PERMIT# TYPE C0920076 COFO STATUS ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 S.T Final Structural Afl L:Jt::_ -------29 PL Final Plumbing f 4.9 ME Final Mechanical "-- 39--E-L -F-~-n~a_l_E_l_e_c_t_r_i_:c_a_l _______ .. ______________ _ --·----------------------------------------- ***** INSPECTION HISTORY***** DATE DESCRIPTION 052792 Final Combo 052192 Final Combo 051292 Final Plumbing 042392 Frame/Steel/Bolting/Welding 042392 Rough Electric 042392 Rough/Ducts/Dampers 042292 Exterior Lath/Drywall 042192 Rough Combo 042192 ·Exterior Lath/Drywall 033192 lnterior Lath/Drywall 032792 Frame/Steel/Bolting/Welding 032792 Rough/Topout 032792 Rough Electric 032792 Rough/Ducts/Dampers 032792. Frame/Steel/Bolting/Welding 032692. Interior Lath/Drywall 032·592 Interior Lath/Drywall 032392 Insulation 031992 Rough/Topout 031992 Rough Electric 031992 Rough/Ducts/Dampers 031992 Frame/Steel/Bolting/Welding. 031892 Rough Combo 031792 Roof/Reroof 031192 Roof/R~roof 031192 Rough Combo ACT CA co CA AP AP AP AP NR NR AP AP Ai? AP co AP AP PA AP AP AP AP · AP co AP AP NR JNSP PK PK TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP PD PD COMMENTS SEE NOTICE 5-21-92 T-BAR CEILING CEILING COMPLETE BOTH BLDGS WALLS DISPATCHING BLDG WALLS DISPATCHING BLDG WALLS DISPATCHING BLDG FANS & A/C NOT INSTALLED PURING FOR STOR ROOM WALLS 2ND LAYER STOR ROOM CEILING/WALLS FIRST LAYER ARE WALLS DUCTS SEE CORR DTD 3-18-92 EQUIPT WELL WALLS (SHEAR) ~ ·,, · FINAL BUILDING INSPECTION RECEIVED MAY 2 2 1992 DEPT: BUILDING ENGINEERING I FIRE. PLANNING U/M WATER PLAN CHECK#: CB910812 PERMIT#: CB910812 PROJECT NAME: ADD 1680 SF TO OFFICE AND 985 SF TO OPERATIONS BLDG/NO FEE ADDRESS: ( i9.60 LA COSTA AV f CONTACT PERSON/PHONE#: MH/EMIL/529-8337 SEWER DIST: WATER DIST: DATE: 05/21/92 PERMIT TYPE: COM INSPECTED 6 . ~ BY: (!_ a_X DATE ,/ INSPECTED: l.Q, {¢:ta--APPROVED ~ DISAPPROVED INSPECTED. BY: INSPECTED BY: COMMENTS: DATE INSPEC~ED: ___ APPROVED DISAPPROVED DATE INSPECTED: ___ APPROVED DISAPPROVED 1. ...... - FINAL BUILDING INSPECTION DEPT: BUIL~~: ENGINEERING ~LANNING°::J U/M PLAN CHECK# :~B~U_0_8.l.2_~ · PERMIT#: CB910812 PROjECT NAME: ADD 1680 SF TO OFFICE AND 985 SF TO OPERATIONS BLDG/NO FEE ADDRESS: D~~oa-co·sTA-·Av .'""\ CONTACT PERSON/PHONE#: MH/EMIL/529-8337 SEWER DIST: WATER DIST: WATER . DATE: 05/21/92 PERMIT TYPE: COM =====· ==================================================' =====.===========-= INSPECTED (J) \ , ec.ld---DATE . )/zrA / ' BY: . 1;t71/t,/o\ INSPECTED: ~fl-APPROVED.-~-D DIISAPPROVED _ INSPECTED. DATE BY: __________ INSPECTED: ___ APPROVED DISAPPROVED INSPECTED BY: DATE INSPECTED: APPROVED DISAPPROVED . ====================-===-====== ·-====================================·======= COMMENTS: ... • . . .,,, ----"'3 FINAL' BU~LDING INSPECTION DEPT: BUILDING fENGINEERING 'FIRE PLANNING U/M WATER PLAN CHECK#: CB910812 PERMIT#: CB910812 PROJECT NAME: .ADD 1680 SF TO OFFICE AND 985 SF TO OPERATIONS BLDG/NO FEE ADDRESS: ,1960 LA COSTA AV CONTACT PERSON/PHONE#: EAMO/529-8337 SEWER DIST: WATER DIST: INSPECTED .BY: 9?/,,lr) • INSPECTED BY: INSPECTED 1_3Y: COMMENTS: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: b• .t,,,-'J.Z.. APPROVED APPROVED APPROVED . DATE: 06/02/92 PERMIT TYPE: COM )L DISAPPROVED DISAPPROVED DISAPPROVED -----'----------------------------------- ,\ . i"'-.;.·.,, ,--------------------'-----------------------~\ .'./ I I ......... .1 PERMIT# CB910812 D~SCRIPTIO:N: ADD 985 TYPE: COM CITY OF CARLSBAD INSPECTION REQUEST FOR 02/27/92 1680 SF TO OFFICE AND SF TO OPERATIONS BLDG/NO FEE STR: JOB ADDRESS: 1960 LA COSTA AV APPLICANT: LEUCADIA CTY WATER DIST CONTRACTOR: PHONE: 43-83425 PHONE: INSPECTOR AREA TP PLANCK# CB910812 OCC GRP B2 CONSTR. TYPE NEW FL: STE: OWNER: PHONE: £ 77 INSPECTOR --~l~~u.:.i.::=~-------REMARKS: MH/EMIL/529-8337 SPECIAL INSTRUCT: TOTAL TIME: CD 13 14 15 LVL DESCRIPTION ST Shear Panels/HD's ST Frame/Steel/Bolting/Welding ST Roof/Reroof ACT COMMENTS &:!._ #A/L. /JcuY . .Qo O<fef, .1<:171 G §1' ),v(__ A/,.f ------------- ------------------------------------------------------------------------------------------- DATE 020492 012392 012392 012292 012292 012192 012192 011792 01_1792 011792 011792 ***** INSPECTION HISTORY***** DESCRIPTION F.ooting Ftg/Foundation/Piers Steel/Bond Beam Ftg/Foundation/Piers Underg-round/Under Floor Ftg/Foundation/Piers Underground/Under Floor Sewer/Water Service Underground/Under Floor Sewer/Water Service Underground/Under Floor ACT INSP AP TP AP TP AP TP CO TP CO TP CO TP CO TP AP TP AP TP AP TP AP .TP COMMENTS FENCE WALL 5' & 3' FND LETTER INC/ENG CHG SEE JOB CARD N -, .lf/All-4::J :i... olc.. n Le~/ pJ r(-'s-h" d="' A l'L ~ .A .v~ L. ,/ A f a,e.e ,-c) v-e~ '/ ' A ,t,i-J(J .( • . s d m e-4 ~ v,,v"'; .,v A It,,;~ /),? .1J".,. .1 ~ • ,A.IA/t.-;cJe-µ.t!l'7'7tAf/1JN( ~ /b £)-t'<I° --- ----·--""---.1-----A"l-,-~,:2, .f--n--, -.A:-, .L---d-tlf--...., -~ . .:.... 1,,-i--. __ ... __ irs,,:.,w.;._.l.,:;. ~. 7-t,,, · ----. L r ~v.'1'-4'."i l • \ •-l~• Lo-::"'3 .•. --------~ · _ _w.; ~p..1..::.1z. ... _~-: ~~:-.e:::.~~-.,~-- ·----"'!:'/~----~-d -----------~ ll l --_ .. t;;." x=-... -l --------•.. -I !-.'l. • • c,..c "I>-• --it-4--~-e --.z.~,. ~ -. -.. -------. . 3d : . -· . -· 'M 1 [. . : :_---: :------~-~--- ~·,.::--~ .:tL , ~---, ~ -~ • \). • --{,? • . . ~-~i\ . . -~ > -l. -7,"].J!>H,.::,;2_ . ~~--. -:;.__. -:z. ~, .. =;1; ~I. ~- . 1 1!2 · ;_1;,,·~~~= l~ -.-~d----t~Co-~}"·· __ :.:.::::j-li;,7··-·· -__ }.?.:2_ fo . . . ; ---~-¢;fl. V/£.l.L fi:Z. --------------- -!" _., _ ___... .. -----··-···--... --••• -·--,, ____ • ------_,. --··- 1 -. ~1s1;20· ·. ----~~-·. . ---~--.. -;;;:i. ___ ,zz . . -f -----~--~--~ ---__ : ___________ . . --.. ·: ,. . . --. -- 1 LEU~ADIA COU-l\~TY WATl;R.DISTRIO-: -CD'.1 ·· 1 ·-_. ~:ii? eo8!';~~· 'Y.J~ffiON ~-:~~~:!!~~!'! ~~~ .__ ____ -·. • . -· -a,___._,_· -- C ·\ l \,._ [§ ESB_ENSEN &ASSOC.IATES ARCHITECTURE ... 'PLANNING .. ENGlNEERlNG· -IH~ YMU=tOW DRIVE, SUiTe ... CNII..SUM>. CM.IFOMUI. lii00.9 {~1·) 4S,g-$US- l . 'I ...... ·\ . ;::J _. ····--A.--.1 ........ ,,o-.. l ,-.),.o/:. . . 11~,.-''-~A----.. C. ~ ... 7c.,, ... ·-···-----A ,..,.4' .. d ·,(' · · -'"l ·d · .e;:.n,.t.,;..-· -· ··.;· ....... :· "G,,..,. . l . \. ,_\flf'!".t ·-·-··--·-·--··-·--... , l"/ ~ ,-1-i.., .. l_,.11--,-._-, ~-.. ··d.J·-·-4.·z.••c/ __ . . .. _u :~,:,..-_-,.:-r-.-'---~~ •. f..,-•·-i.,;:;.---~-'--... /.~ .... _. hj/ IL .. -o --../· · ....... ---··· ----.... ·--·--:--'l ~·-· . , .. c; ~, .... ! 1 . ·i :!.~.~-' :Z: . . . ' , ... . ..., . a.. -'.:,.. • ~· .. . .o =»'Jt_f'.11l.6.e, 7 · ~--· • ..... . ; l t\l~iff~~ = I h& .:...·~----:-fl--~-. -~tr-<£ ;-t_:-t·.~ :,_:: __ l _, ........ -... _3_<)_ ·-,-·-··-·-· -~l L ··~· . . . ~< . I,-.... ,, -c,}fi -.... . -?' 12e,¥-W -~, l . '-\ . ] * :..?.:; ~-lir ·- /ii'! ~1u •. Lc:::f'2-· I \1 j .... A. .. -·tP ... l?.=?.. -· ......... y.. . ,l;.. ·~--·-.. ~--r=-. .. . . __ _:_~:.£ __ ... r·~.. ... ·=· .. ,--ii . --tS?'.:"~'ft~ \>J K).~ --12ii :v~~-1'c:~S---.. ~~-D~: ---~ii:ii; t----~ ~ .. ---·---=-. _ .. ~---.. -·-----------------··----.-----.. --,--,...-· ... --..... , .. ~----- LEU.CADIA ·COUNTY WATER DISTRICT 1·. . co·1 OlFIC·E BU·ILDIN·G ADDITION& ALTERATIONS . . · . . , · · · 1960·-La Costa Ave·ncr~·· ·> .. . -·¼-'C~rls~ad;_California·· ~~~t~~l?t:2.k::UJ-t-r-.\G ·-~-~~--------~ •• ~ ..... ~ • -;, • -,-.c -.. _ - [§ ESBENSEN & ASSOCIATES ARCHITECTURE · PLANNING • ENGINEERING : · -. 8150 :'/'ARROW DRIVE, SUITE H, CARLSBA.D,,CALIFORNIA 92009 . (619) 438-3425 . PERMIT# CB910812 DESCRIPTION: ADD 985 .TYPE: COM CITY OF CARLSBAD INSPECTION REQUEST FOR 01/23/92 1680 SF TO OFFICE AND SF TO OPERATIONS BLOG/NO FEE STR: JOB ADDRESS: 1960 LA COSTA AV APPLICANT·: LEUCADIA CTY WATER OIST CONTRACTOR: PHONE: 4383425 PHONE: INSPECTOR AREA TP PLANCK# CB910812 QCC GRP B2 CONSTR. TYPE NEW FL: STE: OWNER: PHONE: ~ REMARKS: MH SPECIAL INSTRUCT: TOT_AL Tl:ME: CD LVL DESCRIPTION INSPECTOR -~-1-+:-=--------- ACT COMMENTS 11 ST Ftg/Foundat:i,.on/Piers .4/J ~ £',,vi() L-l'rrtfi---/Y\JC. / ~N?-c;.1/,-, ic?-. -:-------------------£ _· ----· -·'-------,--------Zi.....-__ _ -· --·-··----------------------------------· ----· --,-,-,--------,----,-------,-,--------- ***** INSPECTION HISTORY***** DATE 012192 012l92 011792 011792 DESCRIPTION Ftg/Foundation/Piers Underground/Under Floor Sewer/Water Service Underg::i:ound/Under Floor· ACT INSP CO TP CO TP AP TP AP TP COMMENTS SEE JOB CARD ··,';!, p -~1. .,;! .... _. -······-·""·--·J ....... ,o--., .,.-.;.1,.01:·. · 11.-· . ''-y..k ___ ·'-=-I.,?-. 7c,.,. .. ······----·A,.,~ .. .? ·4"··.,,,.., ·~. ?tt,t..-··· ···.·········· ·v . .,.~..,-l • \. ._\'!.":., , ... _____ ----·--_____ .. . .. If .. If.-· -··, ·--· ·-· . . llC ·-.. ... ... 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"""":""-~···-·- --' LEUCADIA COUNTY WATER DISTRICT' CD1· OFFICE BUlLDING ADDITION & ALTERATIONS · . ·· . . , .· ·.: 1._960·-La Costa -Ave.ntr~·· ', ¼-'C~rls~~~~~~a.lifornia>· -:cJ:AR.tFtQ.71.0W l?aJ,{.JtJ.\J-..\G ·~ . [§ ES'BENSEN.·& ASSOCIATES · . :ARCHI-TECTURE · PLANNING • ENGINEERING ·. · • .. e150 :,'ARROW DRIVE, ~u1:re H, CARLSBAD, CALIFORNIA 92009 (611l) 438-3425 ' . ,x: - 8ENTON ENGINEERING, INC. 5540 Ruffin Road SAN DIEGO; CA 92123 . (619) 565-1!;>55 . . . _ '· ... -t f ....... -----~-----~----· -~'-~---......... _. :oATE/ftd-/~/ .. ·-. JOB?/-/.-/~4 -.. ;_;;~4i~~/4---~,,~~ ttt#~ kf ~> .. ·,· to;;;;.4' 4AC$()~:~~J-.~~~~-. TO_ A,a,~~~ ~& ~~. ~/~ -: ' CONTR/'-CTOR . . iE~P. . . ~ at _:01:1t .. AM PM_• ' PRESENT AT ·s1TE ... .. ·'"THE FOLLOWING WAS NOTED: , . -' ·~·' ,. -' -~· ----~ ~ ~ '. ' ··:.ftt. Da2a&c44 .Oy . ,,z_, ~-,eMq_hk 4!r'. ~. ~~ _--~/: ~/'.:,bqd /r/O". ·-fi:> /t)'1'V/IM77 :._-~ac~~:_ .. ~-:~/'!r:fl>ND_: :· C!&>m,oh~ w~'M ftk:ntJ:~~-d.~#4:1~ -~. ~ .. · . · > :Z:.,t /4 $1t, U/'J/4 (l/4_,/ -Aa/ -h& ;ft'//v,4,:ofc:)'/~ ; anL /~,im c(J.;t', rde~e vf&rh?I~ ~U??lo/~ to~Y/.6~--- &7 p~~, .. . ·COPIES. TO ...... ·. ---· --,----,-:..--------------,----.....--,------'-,--- 'PRODUCT.i41-3 / Nei1li line., Groton, Mass.01471. To Ord<r PHONE TOLL FREE 1-800-225-6380 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ] / '?) / 9 l · ' r n ' QAPPLJ;,~ cQJURiSDICTI(z 0 PLAN CHECKER OFILE COPY QUPS JURISDICTION: \.;,Q.'C \ Si b 0...C\. PLAN CHECK NO: 9 l -B\ 2. SET: JI . A PROJECT ADDREss: t 9 .G o Lo.__, Cos.-ta.._ . &v e , CJ DESIGNER PROJECT NAME: Leu..,cod \c., Wo:t·er t)t,s,*x--(c..--\- D D . 0 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 h~rewith have significant deficiencies identified on the enclosed check list and should be corrected· and resubmitted f.o·r 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. n The applicant Is copy of the check list ;Ls enclosed for the -J jurisc:iiction to return to the a·pplicant contact person. D The applicant's copy of the check list has been sent to: rJ Esgil staff did not advise the applicant contact person that ~ plan check has been completed. lfl Esgil staff d.id · been completed. advise applicant that the ,glan check has Person contacted= Les ~33 Date contacted: 7/?::,/ 9 \ . . Telephone #(Lf\ oecSOY\ D REMARKS=--'----'-'----------------'----- Y 2&-<2.{~&.v-=1 Enclosures ·: __________ _ ESGIL C~TION Llh.l l<.·L\'\ OGA DAA ORN 0DM • _, DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 J 23 (619) 560-1468 17 APPLICANT '----' r I JURISDICTION: Co..r ls bo.. d JURISDICl jPLAN CHECKER CFILE COPY CJUPS 1.DESIG!,E~ PLAN CHECK NO: 91-012-SET: I PROJECT ADDRESS: \ g (ca Lo. C.o.s+a. Pt\Je I ~ PROJECT ·wAME: Leu, c o.d \.(A.. l JJn ter D\~±. 0-½-Lc.e A-cld'n D D D II D The pl~ns transmitted herewith have been cbrrected 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 teficien- 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. II The applicant's copy of the check list has been sent to: _ Es be:xJseY\ ~ Ass,oc. . I 1 9~009 fl Esgil staff did .not advise the applicant contact person ___ ,that plan check has been completed. ~- 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: ___________ _ Date contacted: ____ '-----Telephone~--------0 REMARKS: ______________________ _ By:~ c,[~~ Enclosures: _________ _ ESGIL CORPORATION 5/Q~(9\ 0GA .AA D R".'-l .DM PLAN CHECK NO. __ 9..e-.,_\-~2> ....... \-=2_,:c....-__ _ JURI~ICTIOH: _Ca~"-'-'--'--\s ____ (XJ'~c ..... \~-- ro=~~__,._.s __ b:_.!:,e"'""''(\_,__$__,_e ....... Y1...,.___._¢-....... As ....... __ w""'-c. ...... .___ Co l5 0 y0-,'C"ouJ D,) S±e .. H 1 Ca\t~ bod ) CA 92-009 PROJECT DAIA OCCUPANCY: ___ ~_-____ 2, ____________ _ BUILDING USE: _____ --'o-........f ...... f_._( (,,~· G.......,.._ ___ _ TYPE OF CONS'l:ROCTIOH:--'--___.\_[-:-___ h)....__ ___ _ ACTUAL ARF.A: __ 3_9.._.2=--0-----___ _ ALLOWABLE ARF.A,:_-~...,CO---.---.O=------- S1'0RIES: ___ O=-...;·n~e...""-------- HEIGHT: ___ \ ~.=.;...'_-~G,....___" -=±=------ SPRINKLERS: _____ kj_O __________ _ OCCUPAH'I LOAD: ___ 4.a....a:o::;;...·---------- ~:---------------- PLAN CORRECTION SHEET GENERAL CCH4ERCIAL Date plans received by jurisdiction: 5 /2-':=? { 9 \ Date plans received by Esgil Corp.: 5 / 2. 1:;l, l 9 l Date initial plan check completed: ~By: O¼U-. ck ~~eY\deV\V\a ll Applicant contact person: Es be::as.efl ~ Assoc_ FOREWORD: PLF.ASE RF.AD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mecha.~ical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the disabled. 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, F_ire 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 1988 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copv) v.·here 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 • .NOl"E: PAGE HUHBERS ARE HO'! IN SE:2{JENCE AS PAGES HAVING NO InliS HEEDING CORRECTIONS WERE DELETED. ' . List No. 50, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS {1988 UBC) A. (0 / B. / / 0 / 0 Please maKe all corrections on the original tracings and submit t1-,·o new sets of prints·, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake DriYe, Suite 208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit t\,O new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans ana the firs~ saeet of t::he ealc1:tlations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 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 Title Sheet. Include the following code inf~;rmation for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area J~gtifisatioR t;e OliGiiHl al3:Cnabl:e a:eea i:ft ia:&.le ~(if applicable) lm;tifiaa.Ueft t:e eu,c;r.r.d all:e:1&\ilr. ilr.igf!,t or £tlldeJ in !able 5 D. (if applicable) 2/15/90 / / 0 C. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Indicate on the Title Sheet \,;hether or not a grading permit is required for this project. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, L1•1C and UPC and 1987 :NEC. Provide a note on t.he pla:-:s indicating if any hazardous materials 1-,·il 1 '!:le stored and/ or used 1-,·ithin the building ,;hich exceed the quantities listed in UBC Tables 9-A and 9-B. Specify the uses of all rooms or areas. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Provide a statemen~ on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". 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. Clearly designate any side yards used to justify increases in allowable area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction . details. if a part of this permit. ~Clearly dimension building setbacks from '-:.:}property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 2 I f f I /. f I. 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. Section 1706 (a). Clearly identif\' location and h0urlv fire- resisti\•e rating of vertical shafts· on the plans. Pro,·ide construction details showing location of tire dampers and how fire resistivity will be maintained at floo·rs and roofs. Section 1706. 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 colUlll!l to a height of 3 feet above the ground for impact protection. Structural members such as beams supporting more than one floor or roof must be individually fire protected. (Section 4303 (b) 6.) Detail required protection. 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 minimum 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. Clearly 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). IN'rERIOR WALL AND CEILING FINISH Foam plastics shall not be used as interior finish except as provided in Section 1712. 2/14/90 /2- /· / e J. When walls and ceiling are required to be fire-resistive or noncombustible, the finish material shall be applied directly against such fire-resistive or noncombustible construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I r:iaterial 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 oaterial 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. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a noncombustible backing unless it is in acccrcance with an appro\•ed tested assembly. Section 4203, 4. Provide a note 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 OCCUPANCY SEPARATION A._-hour occupancy separation is required between ___ occupancy and the __ occupancy. Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43. (See exceptions in Section 503) Administrative and clerical offices and silllilar rooms need not be separated from other occupancies provided they are less than 25 percent of the floor area of the major use and not related to an H-2. or H-3 occupancy. Section 503 (a). Provide ___ -hour fire-resistive door assemblies in the ___ -hour occupancy separation. Section 503 (c). 6 The maximum number of required exits and their required separation urust be maintained until egress is provided from the structure. Section 3303 (a). Where a required exit enters a yard the minimum width of the yard or court 4411 and the yard nrust be unobstructed to a public way. Section 3311 (b), Section 3301 (b). or court shall be and lead Where required exits enter, an exit court (see definition, Section 404 and 3301)~ the exit court must discharge into .a public \,ay or exit passage,.-ay. T.'1e exits from the exit court shall cor.iply ,:ith Section 3311 (d) requirements for width, number, and protection of ,:alls and openings when the ·occupant l~ad· exceeds 9. ,'JI{'_ Change in width in a exit court shall be /--effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311 (b). yt.{. Walls of exit passageways sI:ia.11 be without openings except exits and shall have walls, floors and ceilings of the same fire- resistance required for the building·, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). /4 Basements require two exits. Section 3303 (a) • . , .,/ Total width of exits in feet shall be not less /J. than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per-Section 3303 (b) and the maximum width required for any story shall be maintained. No point in ~e building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303 (d) (See exceptions). u/. Double acting , doors are not __ allowed when / serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304 (b). Exit doors egrees when more or when Section 3304 2/14/90. should swing in the direction of· serving an occupant load of SO.or serving any hazardous area. (b). See doors e lJo,-E-otJ Pt..A-NS 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, 2-3304 (c).] Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is panic hard,:are. Section 3318. All doors and gates, within the exit path from an assembly room to a public 1,·ay, shall not be provided with latches or ioc}:s tL'11ess they are equipped 1,·i th panic hard1,·a::-e. Section 3318. 1-/. When additional doors are provided for egress / purposes, they shall conform to the width, swing and hardware provisions in Chapter 33. Section "3304(1). 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 (f) and (g). ,L_.The net dimension (clear width) at doorways r~-should be used in determining exit widths required by Section 3303 (b). Section 3304 (f). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door Regardless of occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 3304 (i). When a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (j). Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 3304 (j). 1?/ Doors should not project more than 7 inches r· 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). Revolving, 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 (h). 8 -_/ Glass in excess of 9 sq. ft. with the lo...,est Y1· edge less the 18 inches above a walking surface shall be safety glazing or sh~ll have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the ...,alking surface. Section 5406 (d) 7. Q. ROOF ~ A Class 1:?_ roof coYering is required. Table 9 32-A. S1-t-A-KE.S Mu~, fbe.. Ft«.1: RE-11t-a.DA-1JT @specify roof pitch. FLAT Root= Me~ 1JY{. Roof pitch is not adequate for roof covering / specified. Specify minimum pitch of ____ _ ~ Specify roof material and application. Chapter v 32. R-'1--r Roof:. A-R.E ~ l.Bi. Specify ICBO, UL or other recognized listing / approval number for roof materials not covered in UBC, e.g., tile, etc. C\ Specify mininrum l/4 inch per foot roof slope ~ for drainage or de~ign to support accumulated water. Section 3207 (a) and Section 2305 (f). l~ Show roof drains and overflows. Size drains r· per Appendix D of UPC. Section 3207 {a). ,IJt1'. Show the legal basis to allow roof drainage to 7· · flow onto the adjacent property. 1fll'. B-2 and B-4 occupancies with over 50,000 sq. 7--ft. of undivided area and H-1,2,3,4 or 5 occupancies over 15,000 sq. ft.·of single floor area shall have smoke and heat vents per Section 3206. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Plastic skylights shall not be installed within that portion of a roof located within a disUince to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. Provide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. Show attic ventilation. Minimum vent area is l/150 of attic area or l/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). 2/14/90 ~·Provide a mininrum 22" x 3011 attic access ~ opening ( or 3011 x 3011 if equipment is in attic). Section 3205 (c). R. P5· r· FIRE EXTINGUISHING Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq. ft. and there is not proYided 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 pro,·ided on only one side and the opposite side is n0re than 75 feet a...,ay. 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 ...,all. Section 3802 (b). Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). Fire sprin.~lers 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 or in B-2 retail sales occupancies more than three stories in height. Section 3802. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). Provide fire sprinklers in rooms used by the occupants for the consumption of alcoholic beverages when the total area of unseparated rooms exceeds 5000 square feet. For uses to be considered as separated, a one-hour occupancy, separation is required. Section 3802 (c). Provide fire sprinklers _________ _ Section 506, 507, 508 or 3802. jurisdiction ordinance. See also Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 3803. 12 s. ~L r-:i· Provide class ___ standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when deternining if standpipes are required. Section 3806. FOUNDATION Provide a copy of the project soil report prepared b~ 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. Specify on the :oundation plan or structural specifications sheet the soil classification, the soils expa.~sion index and the design bearing capacity of the foundation. Section 2905(c). r 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 recomendations in the soil report are properly incorporated into the plans. (When required by the soil report). t::::;\ The foundation plan does not comply with the V-following soil~ report recommendation(s) for this project ~E..E. f,E.LOW . Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. The soils engineer recommended that he/she review the foundation excavations. 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: 1 •. ·The building pad was prepared in -accordance with· the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations comply with the intent of the soils report'.'. ,./_ Provide spread footings for concentrated loads 7-· designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. Show height of all 23. foundation walls. Chapter Show 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 2907(a). ~Note on plans that surface water will drain ~away from building and show drainage pattern and key elevations. Section 2905 (f). ,'· Dimension foundations per Table 29-A. Floors TI~ick:1ess of Depth Footing SUPported~: Sterrr.,·al l Width ~II 1 611 1211 6" 7" 2 811 1511 1811 2411 3 1011 1811 8" ,':Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. For buildings adjacent to slopes steeper than 3:1, note on the plans: "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point cf discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent.11 Provide elevations on the site plan to show compliance. Section 2907 (d) 5. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). Specify size, ICBO number 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. ?~ Show adequate footings under all bearing walls /v• and shear walls. Section 2907 (b). ,£ Show stepped footings for slopes steeper than 7·· 1:10. Section 2907 (c), ;£· Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. Show pier size, undisturbed soil. spacing and Table 29-A. depth into <w)lt~~s =: f:t+~f;~~~~ 5ta:/~~r ~~~f' 6,.1 Be Rt o Y\ E Y\o \ n ~er\ '" c -I v -....) · 2/14/90 13 Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. ?i£. Show rafter ties. Rafter ties shall be spaced 7--not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517(h)5. Show 1/211 minir.rum clearance between top plate of interior nartitions and bottom chord of trusses. (To ensure loading win be as designed). Show or note fire stops at the following locations per Section 2516 (f): a. in ·concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. b. at all· intercoMections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and · d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling c:!Jld floor levels, with noncombustible materials. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed space exceeds ·1,000• s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 3,000 s.f. and 100 L.F.). Section 2516(f). ?i/ In buildings having floors and roofs of wood r· frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Show double top plate with minimum 4811 lap- splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. 2/14/90 ?/ Show stud size and spacing. / .... stud heights; bearing wall: max. 10'; non-bearing: 2 x max. 201 • Table 25-R-3. Maximum allowable 2 X 4 and 2 X 6 4 max. 14 1 , 2 X 6 Studs supporting two ceiling must be 3 x 4 Table 25-R-3. floors, a roof and or 2 x 6 at 1611 o.c. ~~ Note an A.I.T.C. Certificate of Compliance for /j. glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. 2)1('. Detail all post to beam and post to footing / connections and reference the detail to the plan. Section 2516 (m). r- /6· Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4714 (d). C\ Provide truss details and :russ calculations \..:::;;I for this project. Specify on the plans the truss id~ntification numbers. ?-Provide roof framing plan and floor framing plan. Section 302 (d). /9· Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (d). Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. In Seismic Zones 3 and 4, the allowable shear values for drywall in Table 47-I must be reduced 50% for earthquake loading. This does not apply to wind loading. 15 ?d Show on the plans all structural requirements r· developed in the structural calculations. Co-lumns and posts located on concrete or r.iasonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. ?L Individual concrete or masonry piers shall 7-· project at least 8 inches above exposed ground tmless the colum.,s or posts which they support are of approved ,;ood of natura) resistance to decay or treated wood is used. Section 2516 (c) 4. t:::') Specify plywood ssado m :! panel identification ':::.:.J index. Table 25-S-l. ~OC>F g~TC:{ When roof pitch is less than 3:12, design ridge as a beam. Section 2517 .(h). If foundation 1411; framing cripple studs 2517 (g) 4. cripple wall studs are less than shall be solid blocking or the sheathed with plywood. Section ~/n Cripple wall studs exceeding 4 feet in height /'v• shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywoqd sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (g)3, 2516(i). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. ~L In open beam construction, provide strap ties /'~· across the beams at the ridge support. Section 2'501 ·(b). . v. r r- 1- Parking garages shall have an unobstructed headroom clearance of not less than 71 -011 above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. If both sexes will be employed and the number of employees exceeds four, provide separate. toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in quotation above on the floor plan. Section 705 3/28/90 Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building ha\·e 42" minimum height guardrai 1, through 1..·hich 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. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. ~-£ Provide at least one drinking fountain for /''" each floor level in Group A occupancies. Section 605. Show that aisles and seats comply with Sections 3315 and 3316. Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the ~ublic street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. -~. Pedestrian walkway shall comply with Section /-. 509. C\Lateral bracing for suspended ceiling must be \Jprovided. (UBC Table 23-P) Where ceiling is not supporting interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the load imposed. UBC Standard 47-18. W. TITLE 24 HANDICAPPED ACCFSS ~Provide note and details on the plans to show \:;::,;/ compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. 16 x. ENERGY CONSERVATION Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation. Incorporate in the plans or specifications the attached "Title 24 ~!andatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". Y. ADDITIONAL s/. Where exit signs are required by Section I&.· 3314(a), appro3ed and listed internally, externally or self-illuminated low-level exit signs complying with Section 3314 shall be required. The bottom of the sign shall be not less than 6 inches nor more than 8 inches above the floor level. For exit way doors, the sign shall be on the door with the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). c£_ Where exit signs are required by Section (, -· 3314(a), all exit corridors shall be provided ' \dth continuous low-level exit path marking. t::::\Please see additional \ .::::;:;}-Ofl talil fol J ol'ing paglil. corrections, or remarks.be Io t.,,) Approved and listed internally or self- illuminated marking shall be installed at floor level or no higher·than 8 inches above the·floor level. Such marking shall be of a type which is perceptible to the sense of 2~-· To speed up the recheck process, note on this / list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. t::::\Please indicate here if any changes have been ~made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describle them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. _____ Yes _____ No NOIE: The following provisions are contained in Title 24, Part 2, Galifornia Building Code, as adopted and enforced by the State Fire Marshall. They'are provided here as. a courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding interpretations of these provisions to the local Fire Department. r-Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six persons and in all other occupancies having an occupant load of 30· or more shall be not less than one-hour fire-resistive construction. Section 3305(g)l. f· fs· f· j· touch. Section 3314(f). Area separation walls shall not be considered to create separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. EXCEP'IION: Buildings separated by continuous area separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13il3 of ~e Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. In educational occupancies, storage and janitor closets shall be of one-hour fire- resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). Section 1807 should be reviewed for all high- rise buildings. The exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. If emergency warning systems are required, they shall activate a means of warning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. Section 7204. e JURISDICIIOM: CA'Rl,,SF::AD PLAN oox:K NtlfBER: 9 } .._ 8 / 2 SET /-Submit complete specifications. electrical plans and Submit plan showing location of all services. 1-JEC. 2.?P-2.J 7c17117Z1 S4 7-Submit complete one-line diag~am of service and feeders. 0 / 1· 'f· Indicate the grounding system to be installed for building service. IJEC. 2..50 -Z.4-1 8c(_a.) 1 8 l(.c::.) Indicate ampere interrupting capacities (AIC) of m11111i ____ subservice equipment. NEC 230-65/110-9. .::PAf...l!E.l-... c' Indicate sizes of fuses and/or circuit breakers. fs!~C. Z40-(q 1..JE.'ire~ Indicate fuse .,a I '9 to show fault currents are limited to 10,000 amps on branch circuits,(i.e. JJN, LCL; 1'"TS> 1-?IJ) If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. ( k:. CUR.~E.Wi I..\Mli"l"-1(:::-~REA~~"=-> se:;::.,r-:~ RA,ISD 61.:.E:Ai:.s;::":>) Submit plan showing location of all switchboards. Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). Provide the required access and entrance to working space for switchboards and control panels rated 1200 ampere~ or more. NEC 110-16(c). Submit plan showing transformers. location of all Indicate the grounding system to be installed· for transformers. NEC 250- 26(c):'1--le:t.~eS1 ~l..~C.T'~DE, 11 - 81..i)(;r, ~"ie'E !.. ) CDLD WAriEie. Pl Pi: Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d). 1/· nm:, Ca , B • 9 I eAGE I/ I VOLLIE~ PI.All cmx::x:ER: ~DARRELL KlRRISOM Submit plan showing location of all panels. t...\EC. \ 10-1 LR 1 2.4-D -.:2.4 J 300-2.1 }'-Provide the required working clearances in front of panelboard(s) per NEC 110- 16(a). (. Submit panel schedules. . Y,· ?· .JO· t· Ji. ;8· 71· f· r· Specify conduit and wire sizes. Specify aluminum or copper conductors and type of insulation. Show approximate length of feeders • Specify electrode conductor size and type wire. (aluminum or copper) Submit electrical load calculations. Indicate existing main service size. Indicate existing main service load. Indicate new additional loads. Indicate wiring method, i.e. EMT, metal flex. 27. Show exit signs on the electrical lighting plan(s). As per Sec.· 3313 and 3314 of the 1988 UBC, provide two sources of power to exit signs and exit illumination. l.Je.C. iC0-1'2..1 \Co 7/,. Provide receptacle(s) within 25 1 of the HVAC A/C units. UMC Section 509. ·_ -,~-Provide multiple switch lighting controls per CAC, Iitl~ 24, 2-5319. f· Provide the required sign circuit(s) and outlet(s) per NEC 600-6{b). C'\To 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. Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. lbank you. qveeALL! JURISDICIION: CAte.L~BAD PLAN ClIECK ~: CJr-,BJ Z, .L ADDRESS C.\RL.LED ITE.M-6 Ot,IL'i _-,- DA.IE: ::JvNI: 3, M1 I D GLEN ADA.'<EX PL'Jf mER: • GAJrt A.'CEL -1.oF z_ 0----- ~I -1--: ?'II J \;""' .,.._...,_ ·-.. , !\ .,,_ -~ ·-~. 1• ......... JURISDICTIOM: __ __.1C. ... ~.::;.'-<:Je..:;..:;L.S=B.~h.O~::._-----DAD:: n·~~, PLAM CIECJC MUMBER: ___ ..:,.1.;...'/ -...;8=-a./..:2..::;...;;.X.=-----PLAN' cmx:KER: II GARY Alm D----- /!;c:AJ~/?/}I (A 'I hPoR l7urhl e )=:::r-A3 Po&;:. /11::fT ... '-...../ CDrNL.JDt::-" 1 ,r1./ L. ,-1.,::,._ .ii ~ . I /Jr VL.;IP f?__v ,,,. /1 ,, a-"' 1:;-;,,,:,~ 1c A 1-,...,.. SJ./:::u •• or, I e. .SH&"T /J-Z , fl 1,A"5C /' 1 n£11-"'/, I . - "rf, 1n1P-.11. L/,,, ( 4' 5 Jlr.,r; I Tri A-r · <f;J-,.,,,;r::-P /'1')1\/t/?C» ~ Cb/}IPL'i --.__,; 111t-;J.J 11w _C,c:,,,-Tf/)/V qo9 fq) -rri L1m1r ,emPGtetrrUR1=: I ID ';::_ <J- --re:, (1/) fi_nr,P 11U/:I I fll M f! V,"j"" /fa i::PT rt BL£ ..___., f}::,,,~1}'( 'H')P I, l/JTrR Ham-=:.R .,-~p t<rtrn=---r'"\ -;;. x'Tf:'-l210R 1u:; ~ r J 11 .n/ /I Jlf, Ar . IT11H:::-e A'f¥71Za vt:::t:? ,r~,,. /~PT?-,(<! • r' ( c.. l SJ-MuJ S-r1?A-PP1Nt; !JF ~,6:-~ JltE;:}-T&f<.. -c;t>4I)). ff_::((__ J _}/(') I". 5-~ u _·11} . . . . . . The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, at Esgil Corporation. Thank you. Enclosures: l. 2. 3. 3/28/90 18 \-!AfJD\C..A f>PE:o Ac_eE.$$ S:r os ~ , lbTE.' 1'.lumbers a.:n~. ()ot t'Y\ se1.ueY\..c.e. Sl/Y'\C e. tho~e h,=te~ w\\,~h do. '1otl \ 1 · ' · {) Q..r:>i:> "-I o.A>e V\o-t '->eel'\ V)\.C ~ eC\ if. Doors ( other than handicap compartment) ~ URINALS \ \ . . r· are not to encroach more than 1211 into V-E.x\.$1" f ~~ above mentioned clear space. /'i":\where urinals are provided, the rim of at 2-511. l(a) \..c,/ 1east one shall project 1411 from the wall (. Provide a 2811 clear space between water closet and fixture or 3211 clear space between water closet and wall. 2-511.l(a) f. A 48" long clear space is front of ~ater closet. space is required when required in A 60 11 clear the toilet I compartment has a side door. 2-511.l(a) Water closet compartment door to provide 32" clear width for end entry and 3411 clear. width for side entry. Door to be self-closing. 2-511.l(a) 13. SINGLE ACCOMMODATION TOILET FACILITIES a. Water closet shall be located 2811 from a fixture or 32" from a wa11. 2-511.l(a) b. Minimum clear space in front of water closet shall be 4811 • 2-511. l(a) c. In an existing building, a single accommodation toilet facility may have a space 3611 wide x 48 11 long in front of water closet. 2-511.l(a) 0 GRAB BARS AT WATER CLOSET g \tOW O tJ flA~ ~ One at side 4211 long extending 2411 in ~ front of water closet; one at rear 3611• long centered on water closet; both mounted 3311 above floor. Where a tank- type toilet is used, grab bar may be as high as 3611• 2-511.l(a) ("-;:\ Bars shall be 1-1/411 to 1-1/2" in v diameter with 1-11211 clearance to wall. 2-511.l{a) !I:; C'\ Bar fasteners and mounting support shall Qbe able to withstahd 250 lbs./ft. in bending, shear and tension. 2-511.l(a) ' ® WATER CLOSEI t=X l~ T f f-..)q 0, Height of water closet seat shall be 1711 '-.::,;) to 1911 above floor. 5-1502 0 0 Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 4411 above the floor. 5-1502 C\ The force required to activate controls 9 shall be no greater than 5 pounds force. 5-1502 and be located 17" ma.ximum above flo,or. 5-1503(a) (b:')Toe force required to activate the flush Vvalve shall be 5 lbs. maximum and located 4411 maximum above floor. 5-1503(b) ~ Provide 3011 x 48" clear floor space for t...0-fon,ard approach. 2-511.l(b) 0LAVATORIES E.x.l.!>\ {IJ"-9 L Provide 3011 x 4811 clear floor space for -/ -forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) {:"\Provide clear space beneath lavatories ~911 high by 3011 wide by 811 deep at top and 911 high by 3011 wide by 17" deep at botto~ from front of lavatory (toe space). The maximum counter surface height should be 3411 • 5-1504(a) ~Hot water and drain pipes V"iavatories shall be insulated. 5-1504(b) tP.;. ... ~. under ~~aucet controls and operating mechanism ~operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-1504(c) ~Tf self-closing valves are used, they ~hall remain open for at least 10 seconds. 5-1504(c) ~-TOILET ROOM ACCESSORIES /4. Mirror bottom edge shall be located 4011 r-maximum above floor. 2-511.l(b) f Toilet tissue dispensers shall be mounted within 1211 from the front edge of toilet seat. 2-511.l(b) / Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 4011 of floor. 2-511.l(b) / SANITARY FACILITIES IDENTIFICATION L On doorways leading to sanitary r-facilities the symbols to be provided are 1211 Equilateral triangle for men, 12" diameter circle for women, and 1/411 thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) f=.)<Js-(:~'09 SW~½ 8°'-\-e, o.._t c.o~er Mu~t p('oV td e c/2.11 C..l €0-~ UJ ~ cl t ~ BBATHING FACILITIES lAf;C ~/fT0'2.Y Re.MOt:S.L, r-PLUMBING REQUIREMENTS - 0 0ne such facility shall comply when ,-" Where kitchenettes are provided at provided for the public, clients .QL._ / employee break rooms, conference areas, employees. 2-511.l(a) customer lounges, etc., the faucet '" =-controls at kitchen sinks shall be ~Shower compartment shall be 4211 wide, operable with one hand and shall not "-.D4s11 deep, with a 3611 wide entrance. require tight grasping, pinching or 2-511.l(a) twisting of the wrist (i.e., use lever- rc\show on the plans that the handicapped ~athing facilities shall conform to requirements of Sec. 2-5lla-9, 5-1505 and 5-1506, i.e., folding seat, flexible shower hose, etc. ·· · · GENERAL ~ /DRINKING.FOUNTAIN L Drinking fountains shall be within r· alcoves. The alcove shall be not less than 3211 wide by 1811 deep. 2-511.l(c) /. When the enforcing agency determines /~· that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel shall be identifiable to the blind as follows: (1.) The surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the wall supporting the water fountain to l foot beyond the front edge of the water fountain and shall extend l foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting w-11-ll at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a. minimum of 32 inches clear between the wing walls. c. Note on the plans that drinking fountain shall conform to requirements of Sec •. 2-5llc and 5-1507. I PUBLIC TELEPHONE I,{: Provide space 3011 x 4811 for forward or parallel approach to telephone. 2-511.l(d) f. telephone of Note on the plans that public shall conform to req:uirements Sec. 2-511.l(d). (,. ELECTRICAL P.EQUIREMEN'IS ~ f· 15, 20 and 30 amp receptacle outlets shall be installed not less than 1211 above floor. 3-210-50{e) · Center of switches shall be located not less than 3611 nor more than 4811 above the floor. 3-380-S(c) operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 GROUP A OCCOPAHCY ~ I AUDITORIUMS, ASSEMBLY HALLS, THEATRES, EIC. /. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. f. /4. 2-611(b) This structure requires ---~--,---- wheelchair seating spaces. In theaters and auditoriums, the seating shall be provid~d in a variety of locations so as to provided a choice of admission prices. 2-611(b) { Each wheelchair space shall be 6011 x 3011 and level. 2-6ll(b) ¥When the seating capacity exceeds 300, ( the wheelchair spaces shall be in more than one location. 2-611(b) f This structure requires ________ _ seats for semi-ambulant persons. Clear leg space shall be at least 2411 • 2-611(b) / Stage~, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611(b) STADIUMS, GRANDSIANDS, BLEACHERS, PAVILIONS, GY!'[NASIUMS r This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as I to provided a choice of admission prices. 2-6ll(c) b, When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) I !· Ticket booths must be accessible from both sides. 2-6ll(c) Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-6ll(c) I Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-6ll(c) Dates <o/1(91 Jurisdiction Ga., ls bocl Prepared bys . CJA VALUATION AND PLAN CHECK FEE PLAN CHECK NO. 9\-~\2_ BUILDING ADDRESs l 9C.Oo La._ Cos::t°'-&\Je. a Bldg. Dept. O Esgil APPLICANT/CONTACT E..sbe\'\ Se.)'\ ~ Asscx:. PHONE NO. 4S'.b-341.5 BUILDING OCCUPANCY e,-2_ DESIGNER PHONE ------TYPE OF CONSTRUCTION V-f\J CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER ~ eu.) · 0 tt(c. e.. I c . ., ~o 6 ?--i ~9040 ~PNlt\ CC\e..l~t"l -( {n 9 (n Q (j ,~C:. 0 347Co~ ·- Air Conditioninl? Commercial l(o~o @ '3,°?)(')•• s~ 44-. Residential ta .. Res. or Comm. F_ire St>rinklers @ .. Total Value I {'2.9~S2... Building Permit fee $ __________________ ___,$.__]..,__4_4..;....;...., 5=-_0..;;;.._. _ Plan Check fee $ $ 4~3. 93 --=--------'----------"----------'"--__,;;...;=--....;._.;.__;;:::;,__ COMMENTS .. ._•--------------------------- SHEET l OF { . , 12/87 "' ~ ;: \, . i " I ~ ' 1' ~ City of Carlsbad C-i•1, el i ,0 • U ii!A •14!24 [•J ., ; ,t4 U I Lester H Bagg, Architect Esbensen and Associates 6150 Yarrow Drive H Carlsbad, Ca 92008 ' ' PLANCHECK 91-812 1960 LA COSTA AVENUE LCWD BUILDING ADDITION Your letter of June 11 is attached. Item A BATHING FACILITIES is approved for the reasons stated in your letter. ITEM B EXISTING URINALS is approved for the reasons given in your letter. In your letter of J~e 17, you request deferral of truss calculations. That deferral has been approved by Tony Mata, Supervising Building Inspector. ~~ c: Chuck Mendenhall cd Tony Mata Patrick Kelley 2075 Las Palmas Drive • Carlsbad, California 92009 • (619) 438-1161 [§ ESBENSEN & ASSOCIATES architects & general contractors June 11, 1991 Ditector of Co•unity Development CITY OF CARLSBAD 2075 La Palmas Drive cat.lsbad, CA 92009 RE: PLAN CHECK 9l.w8li'I Leucadia County Water District Office Building Addition« Alterations 1960 La Costa Avenue, carlsbad, CA Dear Sir: This correspondence is a follow-up to a teleph9ne conversation with Mr. Ca-rter Darnell. We need to explote waivets for two items on the plan cneck correction list dated June 7, 1991. The items in question are 20a, -b _& c and 16a, b & c on the Handicapped Access Standards check list (copy enclosed for reference). ITEM A. "Bathing Facilities" (20a, b & c on plan cortection list). The prodi:;ed ¢ shower facilities are in a field-oriented· building (separate ftom Office ~ ftom working on sewer systems. Due to the work these .employees per/form,, . r(;J;., including frequently enteting manholes and-climbing vertically into pump stations · / and other sewerage systems, there are. no handicapped personnel who would be using the proposed showers. No administrative or supervlsory personnei will use these showers, or need any shower facilities. We ask your approval of a, waiver to the /J..!.,_~.P r-equirement for handicapped shower facilities since the showers are optional' b' J'S' facilities for the exclusive use of personnel who, by the _nature Qf their work, will not be handicapped. ITEM B. "Existing Urinal(s)" (16a, b & con plan correction list). See enclosed floor plan of Men~s Toilet for reference. The present restroom was constructed in 1978 as a multi-occupancy facility which met handicapped standaids in force at that time. Present Men's facility includes-lavatoty, u~inal and , toilet partition-enclosed water closet. Upon preliminary discussi-on wi:th Esgil several months ago, it was determined that the existing restrooms wouid be. capable of meeting today's handicapped standards if converted to single oc~upancy _ usage by removing the toilet parti t1ons, -relocating entrance-door to Men's Restroom to provide required clearances., upgrading grab-bars and raising tqilet seat height. These mod'ifications, as well as -installing privacy loc~-on entrance doors, are proposed in the subject drawings,_ currently being reviewed l:}y Esg.il. 6150 Yarrow Drive, Suite H Carlsbad, CA .92008 (619) 438-3425 Page 2 Director of Community Development City of carlsbad June 11, 1991 I Since the Men's Restroom (1) is proposed to be converted to a single-occupancy facility, (2) would be legal with no urinal at a-llJ and (3) offers a handlcapped user a water closet which functions as a handicapped accessible .urinal (-rim less than 17" from floor and lip more than 14" from wall)~ we believe the requirement for replacing and lowering the urinal is an unreasonable hardship. We ask approval to re ain the existing urinal as an optional non-required fixture for the non-handi pped without the substantial expense of replacing and lowering the urinal, sine .a usable option is available for handicapped use. Thank you f your prompt consideration at.these' two wai.ver requests. U additional formation is required, please call. We will respond immediately. Sincerely., LESTER H. BAGG Associated Architect LHB:cb Enclosures cc: Joan Geiselhart ... ,, 1 [§ ESBENSEN & ASSOCIATES architects & general contractors June 17, 1991 '1'ony Mata C.ommuni ty Development .Depar.tment CITY OF CARLSBAD 2075 Las Palmas Drive carlsbad., CA 92009 RE: PLAN CHECK 91-8121 Leucadia County Water District Office Bu1lding-Additi-on-& Alterations, 1960 La Costa Avenue, ca-rlsbad, CA Dear Hr. Mata: In accordance with your tele-phone conversation .with Dan Offerman this · morning, we a-re requesting deferral o·f submission of calculations on. trusses until after ·bids are i:eceived· and we know who-the manufactuicet - will be. · Truss calculations wi 11 be submitted· to the-City for approval prior. to framing inspect.ion.. · Thls deferred approval request is in response to plan cor~ection sheet item 257 fioa Esgil Corporation. · Thank yo f r your prompt consi-dera.ti.on of th-is deferred approval request. additional information is requited, please· call. We will r-espond i diately·. · LESTER H. BAGG Associated Architect LHB:cb cc: Kendenhall-BSGIL 6150 Yarrow Drive, Suite H Carlsbad, CA 92008 (619): 438-3425 G·BATHING ·FAc1L1rrEs LAW.RA-ToR.'( ReMotsL /' r1UMBrnG REQUIREMENTS - -f';:\one such facility shall comply when y.' Where kitchenettes are provided at \..:;;J provided for the public, clients .QI.._ ( employee break rooms, conference areas, _,3 !:.._mployee~ 2-511.l{a) · . customer lounges, etc., the faucet ~ G controls at kitchen sinks shall be < b. Shower compartment shall be-4211 wide, operable with one hand and shall not' ~ 4811 deep, with a 3611 wide entrance. require tight grasping, pinching or ,m 2-511.l{a) twisting of the wrist (i.e., use lever-F 0 operated, push-type, etc.). If self- --how on the plans that the handicapped closing valves are used, they · shall athing facilities shall conform to· remain open for at least 10 seconds. requirements of Sec. 2-Slia-9, 5-1505 5-1508 and 5-1506, i.e., folding seat, flexible shower hose, etc. .. · · GENERAL ~ /-DRINKING .FOUJITAIN / Drinking fountains shall be within ,·. alcoves. The alcove shall be not less than 3211 wide by 1811 deep. 2-511.l(c) L'. When the enforcing agency determines /~· that it would create an unreasonable hardship to locate the water fountain in . an alcove, the water fountain may pr9ject into the path of travel-, and the path of travel shall be identifiable to the blind as follows: (1.) Toe surface of the path of travel at the water fountain shall be textured so that it is clearly identifiable by a blind person using a cane. Toe minimum textured area shall extend from the wall supporting the water fountain to 1 foot beyond the front edge of the water fountain and shall extend 1 foot beyond each side of the water fountain, or (2,) Wing walls shall be provided on each side of the water fountain. The wing walls shall project out from the supporting wall at least as far as the water·fountain to within 6 inches of the surface of the path of travel. Also, there shall be a. minimum of 32 inches clear between the wing walls. c. Note on the plans that drinking fountain shall conform to requirements of Sec •. 2-Sllc and 5-1507. I PUBLIC TELEPHONE I,{: Provide space 3011 x 4811 for forward or parallel approach to telephone. 2-511.l(d) I. telephone of Note on the plans that public shall conform to requirements . Sec. 2-511.l(d). f,. ELECTRICAL REQUIREiENTS ~ 15, 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. 3-210-SO(e) Center of switches shall be located not less than 3611 nor more than 4811 above the floor. 3-380-S(c) GROOP A OCCIJPAHCY ~ I-AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. · /. Seating and toilet facilities for the handicapped shall be accessible from the main lobby or primary entrance. f. 2-6ll(b) t This structure requires _· _______ _ wheelchair seating spaces. In theaters and auditoriums, the seating shall be provicad in a variety of locations so as to prcvided a choice of admission prices • 2-611(b) { Each wheelchair space shall be 6011 x 3011 and level. 2-61l(b) ¥When the seating capacity exceeds 300, ( the wheelchair spaces shall be in more · . than one location. 2-6ll(b) f This structure requires _______ _ seats for semi-ambulant persons. Clear leg space shall be.at least 2411 • 2-6ll(b) / Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-61l{b) STADIUMS, GRANDSIANDS, BLEACHERS, PAVILIONS, GYMNASIUMS r This structure requires -----,,----,----wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-6ll(c) / b. When the seating capacity exceeds 300, the· wheelchair spaces shall be in more than one location. 2-61l(c) /. i· Ticket booths must be accessible from both sides. 2-61l(c) Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-61l(c) / Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-6ll(c) . \-1-AJJD\C...A PPs-o. Ace.ES.$ S-ros . . ~Te' Numbers Qr-e. ,)ot l.Y\ se1u.eY\..c.e .SL"r'\Ce. tho!.e ,~e'1\..S 1.,u\\1f;_h do. 'lot \ ' . () -=--o.oo "-I ha...-ue \1o-t '-'et'I'\ Vr\C lut: ec ~ Doors (other than handicap compartment) ~ URINALS \ \ r· are not to encroach more than 1211 into . U EX.l.$ T f k)~ above mentioned clear space. ra.\~'here urinals are provided, the rim of at 2-511.l(a) d1 \.....,./1east one shall project 1411 from the wall · and be located 1711 rna-.:imum above floor. {-Provide a 28" clear space between water 5-1503(a) closet and fixture or 3211 clear space X:,: . between water closet and wall. ~ 2-511.l(a) \ I l • A 4811 long _clear space is required· in __ ~ front of water closet. A 6011 clear space is required when the toilet cocpartment has a side door. 2-511.l(a) fi. Wa~er closet compartment door to provide 3211 clear width for end entry and 3411 cleax: width for side entry. Do'or to be self-closing. 2-511.l(a) 13. SINGLE ACCOMMODATION TOILET FACILITIES a. b. Water closet shall be located 2811 from a fixture or 32'! from a wall. 2-511.l(a) Minimum clear space in front of water closet shall be 4811 • 2-511.l(a) c. In an existing building, a single accommodation toilet facility may have a space 3611 wide x 48 11 long in fr~>nt of water closet. 2-511.l(a) @GRAB BARS AT wAm CLOSE'! SH-ow o~ Pt-A~ ~ One at side 4211 long extending 2411 in \...J front of water closet; one at re.i.r 3611 long centered on water closet; both mounted 3311 above floor. Where a tank- type toilet is used, grab bar.may be as high as 3611 • 2-511.l(a) (b.'\Toe force required to activate the flush Vvalve shall be 5 lbs. maximum and located 4411 maximum above floor . 5-1503(b) r"":\ Provide 3011 x 4811 clear floor space for \0 for~'ard approach. 2-511. l(b) 0LAVA'.1'0RIES CX.l~T f lJC::\ ./ Provide 3011 x 4811 clear floor space for forward approach. Said clear floor space 111ay include knee and toe space under lavatory d~scribed below. 2-511.l(b) 0 Provide clear space beneath lavatories 2911 high by 3011 wide' by 811 deep at top and S" high by 3011 wide by 17" deep at botto~ from front of lavatory (toe space). The maximum counter surface heigl:t should be 3411 • 5-1504(a) (;:\Hot water and drain pipes ~iavatories shall be insulated. 5-l501t(b) under ~~aucet controls and operating mechanism V(operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-1504(c) ~Tf self-closing valves are used, they ~hall remain open for at least 10 seconds. 5-l504(c) fh'\ Bars shall be 1-1/411 to 1-1/211 in V diameter with 1-1/211 clearance to wall. -2-511.l(a) ~ Bar fasteners and mounting support shail Q be able to withstahd 250 lbs./ft. in bendingi shear and tension. .. I''. TOILET ROOM ACCESSO~ES A. Mirror bottom edge shall be located 40" f -maximum above flo.or. 2-511.l(b) . 2-511.l\a) @wAIER CLOSE'! E,x \..ST f JJq I';:, Height of water closet seat shall be 1711 \..;;) to 1911 above floor. 5-1502 0 Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 0 Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 4411 above the floor. 5-1502 The force required to activate controls shall be no greater than 5 pounds force. 5-1502 f Ioilet tissue dispensers shall be mounted within 1211 from the front edge of toilet seat. 2-511.l(b) / Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 4011 of floor. 2-511.l(b) / SANITARY FACILITIES IDENTIFICATION /. On doorways leading to sanitary r-facilities the symbols to be provided are 1211 Equilateral triangle for men, 1211 diameter circle for women, and 1/411 thick, centered on door, 6011 high and contrasting color. Un.isex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) @ Exts-t~Y\~ sw~½ 3Clte o...t c..ou~e, Mu6t p('ov td ~ c/2.11 C.lOCt<" U) ~cl t~ ·~GE. .. -~j~~ :>~·"-"-J•:,-,.~ /\l,;..~;1-IN~· :,. Wi\tt.,0t.V.>-r; . J~iilJ~·. /_.. '· "11.........i~ ~~-, J .-.:.· • .:......,:._';: .... -..' ~11~~:1 . , . ....:;>t·,,:_ _· -t-. . ··, . . .. ID ~Xl_o/f1c WA~O-RCJOM ) . ' ,, ~~ t~~\f \il~W~,. . . .~V:.,"flNG 1-"-1"\"'Q.l~~~,-~:1»11~. AJ,J'() A'~lA-te'O ~.e;l-re'$, .. t,.-y.1~11r~l6 ~~· ... oov-.1tJ ~r-ro~.\N/IJ. l:;~1~"7'1Nu ~ \te),J'T"\1'.JC. ~ a\i..,(t'...J,C,-rt)~ \~w!)C;,W, . .f .. _.· ·:· ' ;, I , : : . ,, 84' r:2.0.w. _., !, : I ~ .i, "' ~ (/) a: 0.. (( 1 2 3 s N R T D D c C C H H H E E E C0'o~ uioo aloo BUILDING PLANCHECK ENGINEERING CHECKLIST ---o , /; "-I ,~,; I DATE: :! _ Nwi' 'l ...,.} ~---.----"--....__ ___ ....._ ___ _ ~ ITEM COMPLETE ITEM INCOMPLETE NEEDS YOUR ACTION PLANCHECK NO.~, --CiSt 2 ITEM SELECTED PROJECT ID: _____________ _ LEGAL REQUIREMENTS Site Plan 1. 2. 3. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical Iines, existing and proposed siopes, driveway with percent ( % ) grade and drainage patterns. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance [f2{o D 4. No Discretionary approvals were required. DOD 5. DOD 6. Project complies with all Engineering Conditions of Approval for Project No·~--------- Project does not comply with the following Engineering Conditions of Approval for Project No. _________ _ Conditions complied with by: ________ Date: ___ _ ~DD Field Review 7. DOD 8. ooo- DOD DOD Field review completed. No issues raised. Field review completed. The following issues or discrepancies with the site plan were found: A. B. c. Site lacks adequate public improvements Existing drainage improvements not shown or in ·conflict with site plan. Site is served by overhead power lines. P :\DOCS\MI SF.ORMS\FRM0010 .DH REV. 02/27 /91 DOD D. DOD E. Grading is required to access site, create pad or provide for ultimate street improvement. Site access visibility p;roblems exist. Provide onsite turnaround or engineered solution to problem. ODD F. Other=------------------------ Dedication Requirements dDD 9. ODD 10. No d·edication required. Dedication required. Please have a registered Civil Engineer or Land surveyor prepare the appropriate legal description together with an 8½" x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: --------------- Dedication completed, Date~·----'-'--------By: __ _ Improvement Requirements ~ D D 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired· to the satisfaction of the City inspector prior to occupancy. PUblic improvements required. This project requires construction of p~blic improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are.: __ _ lmprovement plans signed, Date: __________ b.y: ___ _ P:\00CS\MISFORMS\FRM0010.DH REV. 02/27/91 ~DOD 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting def err al of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: _____ _ By: __________ _ DD D 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). doo 14. No grading required as determined by the information provided on the site plan. DD D 15. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: ______ by: ____ _ Miscellaneous Permits DOD ODD cioD ODD 16. 17. 18. 19. / Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following:_, ________ .._ ___________ _ Sewer Permit is not required. Sewer Permit is required. A sewer . Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. DD D 20. Industrial Waste Permit is not required. P:\DOCS\MISFORMS\FRM0010.DH REV. 02/27 /91 xDDD 21. Industrial Wast~ Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issue~ prior to occupancy. Industrial Waster Permit accepted - Date: _________ By: _________________ _ Fees Reguired D N/A 21. Pa.rk-in-Lieu Fee Quadrant: ____ Fee per Unit: ______ _ D ~/A D N/A D.N/A Total Fees: __ _ 23. Traffic Impact Fee 34 4DT f Fee Per Unit: 27. Total Fee: 918. --.a=----------------- 24. Bridge and Thorough fare Fee Fee Per Unit: Z.Z.. . Total Fee: / ,48~ 25. Public Facilitie~ Fee required. 26. Facilities Management Fee Zone: lri Fee: ___ _ 27. Sewer Fees Permit No. _______ EDU's·~--"'----- L.C.\/\/.D. Benefit Area: _______ _ Fee: _______ _ D N/17 28. Sewer Lateral Required: _____________ _ Fee: _______ _ 0 29. REM,ARKS =-------------'---.,...--------- ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: S.SC.HE.DE.l j __, ~t}Fl=lC.. t MPt~CT ff t. -:--204.QT ,< lfi80Ff4 _ 34 ADT ICXX)FTL DATE: 30 MA'( ~ 1 P:\DOCS\MISFORMS\FRM0010.0H REV. 02/27/91 rgl"o D Landscape Plan Required: YES -NO - cg/oo a/oo G{Jo See attached submittal requirements for landscape. plaris Site Plan: Zoning: 1. 2. 3. 4. 1. 2. 3. 4. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of f+nish grade adjacent to building; existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number. Setbacks: Front: Required Int. ~ide: Required Street Side: Required Rear: Required Lot coverage: Required Height: Required Parking: Spaces Required Guest Spaces Required Shown Shown Shown Shown Shown Shown /6_ Shown/£ Shown · D D D Additional Comments _____________________ _ fa~~ 4~ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTEPI: l~N t>~DA'l'E. '.£=<'61,~ PLNCK.FRM 2560 ORION WAY CARLSBAD, CA 92008 <ttitp of ecarl.sbab PAGE 1 OF_/_ TELEPHONE F/'RE DEPARTMENT -(619) 931-2121 APPROVED _/ I/ DISAPPROVED PLAN CHECK REPORT PLAN CHECK# q;_ ?J:J-- . PROJECT Leu(ADIA U>&~/2 OtS r . • ARCHITECT f's,R9:V5~ ADDRESS ~/U..StfJA.D )tjfeO ADDRESS ~LA eo5T1+ lfOe,. . PHONE LJ,2,[( .. St../-,,;).$- OWNER L•eM:c.;,to,A tu4--rt.Je.. Di.ST, ADDRESS ---------PHONE OCCUPANCY 8 -;J.. CONST. ----,--~--,-TOTAL SQ. FT.. .ile r O STORIES . ' /" . .D SPRINKLERED fB'TENANT IMP. -,-----------,-----------~--------,-- __ 1. -·-· 2. _·_. 3. _·_4_ --. 5.- _._,6.· V?. __ a. ~< ___ 10 . __ 11. APPROVAL OF'PLANS IS E!REDICATED ON CONFORMIN~ TO THE FOLLOWING CONDITIONS AND/OR MAKING ~ ' \ , . \ THE FOLLOWING_ CORRECTIONS: .. ' ' PLANS, SPECIFICATIONS, AND PERMITS Proyide one copy of: floor plan(s); site plan; sheets ------~------'-· ______ _ Provide two site plans showing tt,e location of all existing.fire hyqrants within 200 feet of the project: Provide specifications for the following: ----'-'---~-------'--'---~---------- Permi,ts are required for the installation of all fire protection syst~ms (sprinklers, stand pipes, dry chemical, halon, CO2, alarms., hydrants). Plan must be approved by the fire department prior to Installation. The business owner shall complete a building in.formatic;m letter anc:l retu'rn it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required:.· D Automatic fire sprinklers (Design Criteria: -~---'----------'-,---~----'---'------ . D Dry Chemical, Halon, CO2 (Location: -----,-----,-----,-------------------- 0 Stand Pipes (Type: ~---~--------------~---------- 0 Fire Alarm (Type/Location: ---,-'------~---------~------------ .Fir~Extinguish13r Requirements: ' 1 · ~ .... {) · ~,.....One 2A rated1ABC extinguisher, for each V"""..,:;'-:':,-=.. u-=-sq .. ,ft. or portion thereof with a, trave.l distance to the nearest -extinguisher not to exceed 75 feet of travel. · ' ' · i • • D An extinguisher with a minimum rating of to be located: -D Other:_'--------~---~-----~~-------------- Additional fire hydrant(s) shall be provided----~--------~~"--------- EXITS Ex.it doors shall be openable from the inside-without the Ul,e of a key or any special knowledge or effort. ' . . A s_ign stating, " This door to remain unlo~ked during business hours" shall be placed above the main exit-a-Ae ..,,.eeers .. , EXIT signs (6" x ¾" letters) shall be placed over all.required exilts and directional signs located as necessary to cl'early indi,cate the location of exit doors. GENERAL __ 12. Storage, dispensing or use of any flammable or combustible liquids, flar.nmable liquids, flammable gases and hazardous chemicals shall comply ,with Uniform Fire Code. _ __ 13. . Bui!ding(s) not approved for high piled combustib.le stock. Storage in closely packeq 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, Ar,ticle 81. ' __ . 14. Additional Req1,1irements. -.,---------,------------~----------- --,15. Comply with culation~~n attached sheet(s). Plan Examiner _, • _ _\/~) J. d-· Date-~=-;i'--'-=~__.__9,;--) 9'-i-/--,----'-'--~ I I I Report mailed to architect ---,--Met with ------'-----:----"'"'"-------___ Attach to Plans 0 ,;.: s· -o·:-~ c· STRUOURAL DESIGN CONCEPT' '°9 . IHIIT-N0.-----01'---- (onsulting Engineers CALCUUTIO av------. OATl---- .(619) 741-7306 -----------------------------------~--------------------1 · · · I : STRUCTURAL CALCUALTIONS : I L . I PROJECT NAME: _,F.Ji~il.QJ.i_a;Jtlif.l_~4.[€..'f . ..lJ Js Tlf It( : , I. PROJECT NO·: __ :1/./211_~-----------------· , : I I . . I . , CLIENT. 6SB~tJ5c.,J .-' : ----------------------~------ . I I . I ---------------------------~------~---------------------I . . • JOI 9/t:J/f . s DC STRUOU~l~~!:ONCEPT IHEETNO._._~----OF .. CALCULATED.~ :_ IJ 11 -DATE EC.8 · Cf/ , r qi (619) 741-730q • I -· I :r--. I I .. ){,() ,~-;· ~-/ ---. ~ • ! L ... _...,....,...___,., + • I • Pfff: -FII-S -T~.5 OJ @----~v-U=== __ = __ ·=:;l···· . 1, .. -. -' .I ~~ ~[] ----c:4 iXIO TYP· ~ I ·ll' ..... '." ··soc '. 7/tJIJ . STRUOlJRAL DESIGN CONCEPT :::ET·N·o . ....ic!h~-.-----,-. 0, ___ _ Consulting Engineers (619) 741-7306 LoAos: WuJfJ: CALCULATID.IY----------DATE----- ·oi: IBB>F LL : -/).0 fir FllJf /,,1.,, ~ J ~ fS F 4-: 1,:1-pnc. .. \/-o·lB3W " SD'' .C STRU_ CTURAL DESIGN CONCEPT _ JOI 911211 . _ IHEET NO • .....a;..___:.. _____ ___,_ OF _____ _ Consulting Engin~rs CALCULATED a_v ______ DATE _____ _ (619) 74'1-7306_ L-::: /{) I t,4,~tt. .:-C.1s ... l")z..-=~a-#/rf ~£>hLL =-'54--!7:tF- / 111){-t-Li =-8';it7 # 'Sr_t-7tl .::. 5. ~5 Ir\""!> Tt/? _»PIL L .:: 4-( '1/p1+l[.::: e./~ #fr! Kot-tt<--:::. /t,Jz,, ="- ~ iva r .:. 1~ e,. ii: A}-ffe-~J'JJ.::. J;i.5 /1J2- -, Joa 9/(Jl'j ,, s DC -STRUCTURAL DESIGN CONCEPT =========. Consulting Engineers IHEETNO,~---------OF------- C.ALCULATED av-,-. -----DATE---,..--'T"""""-- "f,f;.!St11 c, : (619) 741-7306, &Msu, ~rsc) ~ DL= /,:B)< 4-$ tvJ Ill -;. /{,,). /t:J6-,tt-- ~~4-~ -::. J~o rf./p{ IP :i 4' 'IF!- V ::::o./8:5x 1o24 = )tS 7.4 i'/r1 if.I V==l~6 1?! {htJtJ-1. \ ~ l)l::-/$;<% == ~J-S "*I tvL{i' Pt == /~x lo/u. =-~.t? #/;::-/ R. =IU.~b+4-) = 3154 /J: C f##'F PU.Hf. 11: ~RJ/v1Vhl .L Pt/ v/1PI LJ ~,.~~ At.A 'fH/1/PKT&J) j}vu, · -r:o~,;,~ , , ~'11.t.. M Rru. "SOC STRUCTURAL DESIGN CONCEPT JQI ___ C/1. ___ t? _ _,_ICf--,-----,.----,-...--,----.,...,...- .HEET NO.------Of ____ _ Consulting Engineers (619) 741-7306, <5hear-110oJ/.D Oil lt1v-© Rd--= ,g,:;. 13-q #- . L = /CJ/-.. 'Vwd/ -:::.#U-fr/ tl/Jt~T ~t:S~c:fi-35P =7C/oet ~ ~ 0Y\ 1,y.-6) -JI; R~ :::4-'Sop l--=-/:5 / Vvd/.::; 300 #/;q -=ll- /4lt/H -= 30<9(9 -'5~5..; ~7!3 sht?ar-wJ£ on fi1t--@~-~ R --=3ctM' l-..:=-5;.7-1-7-t 3 ~!).., / vvdl:; I.Pl #/pf- up11,cr #/J>II -'la9'.,...4ot? -;:::: 5//11-. -:# Pp/;1-f .::::..Jg// -e /;J..~tJ-54-fJ -5w =--51&/ CALCULATEDIY--,------DATE-----,......-- .[I] --------·· ···-----. ·-. SHEAR 'WALL SCHEDUL·E ~ TOP PL.SHEAR SILLPL.SHEAA ANCHOR BOLTS I! REMARKS AL.LOIi. VALL MATERIAL NAILING TRANSFER TRANSFER FOUNDATIONS ·m 112•STRUC.l PLY lid I! 1•01c EDGES A3S a 15•0/C 11Sd e 1.s•01c s11·x12·A.BOLTS 3X STUDS I! ,1·e~e v~ ex I! ENH 80TH SIDES 12"0/C FIELD 3X TOP PLATE STAGGERED 12• 0/C r'Aal6L. ~DG-6-.S 1e2e•n-r DVEA.2X 3X SILL PLATE ~ 1/2.STRUC.l PLY lid I! 3•01c EDGES A3S • a•o/c 1&d e a•o,c s11•x12·A.BOLTS 3'l( ":>Tub"';) A"t ?A).JEL eo.e~ iHi7 •1n ONE SIDE 12•01c FIELD 21• 0/C I 112•sTRUC.1 PLY 18d I! 1•01c EDGES A3S e 1e•o1c 1&u e a•o,c s1a•x12"'A.BDLTS ~ ONE SIDE 12•01c FIELD . • DIC .• :u9 •n-r :24" '[3] a,e· CD-X PLY 8d I! &·o,c EDGES A3S I! 1&•01c 1&u e a·o,c s1e·x12·A.BOLTS ONE SIDE 12•01c FIELD -• 0/C 2&1 • .," 48'' rsl. 3/S-CD-X PLY ltd I! 1•01c EDGES Aase 1.&·o,c .l&d e 1•01c s.1e·x12·A.BOL,TS ONE SIDE 12•01c FIELD .• 1 0/C .. 381 .• /FT "',1} -- fsl 3/8• CD-X PLY 8d I! 1•0/C EDGES A3S • e•o,c l.Bd I! 2•0/C S/&•x12•A.BOLTS 3X STUDS D/C V/ 4X I! ENDS BqTH SIDES 12•01c FIELD B~EAo;,tLi.TE 8TA86ERED 19• DIC 788 ·"" 3X SILL PLAT£ f~EL ~r:e.,. 3/8• CD-X PLY Id I! 3•01c EDGES . A§!E!o!;~(iTE 1&d e a•o,c s,e•x12·A.BOLTS 3X STUDS I! 1,519.,:c; W,« __ aM I! EH86 m BOTH SIDES 12•01c FIELD 3X SILL PLATE 19• DIC f:4,/E.t. ,-D~ ~ 981 •IP'1' 181 1/2• BYP.BD. Sd COOLER NAILS I! A39 I!: 32•D/C 1ed e 12•0,c s1a•x12·A.BOLTS ONE SIDE 7•01c <BLOCKED> 72• 0/C 129 ·"" 191· 1/2• 8YP.BD. Sd COOLER NAILS I! A39 I! 32 • o/C 115d e 1a•o1c s11•x12·A.BOLTS ONE BIDE 1•01c (BLOCKED> 11• 0/C 198' ·"" ~ 1/2• 8YP.BD. Sd COOLER NAILS I! 439 I! 1&-0/C l&d e 1a•o1c s1e•x12·A.80LTS BOTH SIDES 1•01c (BLOCKED> . '0/C 398 ·"" , 48 ~ 1/2• BYP.BD. Sd COOLER NAILS I!. Aas I! 1e•o/c USd I! e•O/C s.1e·x12·A.80LTS BOTH SIDES 7•0/C <BLOCKED> .. • DIC 299 ·"" 46 ~ 3/8• CD-X PLY 8d I! 3•01c EDGES A39 I! l2 • 0/'C U5d I! 3•01c :1.1a•x12·A.BOLTS 192 • .," ONE SIDE 12•0/C FIELD 21• 0/C ~ 7/8• STUCCO W/ N0.11 GA.1.s•LONG A39 I! 21•0/C 1&d e a•o,c s1a·x12·A.80LTS EXPAN.HETAL OR 71'115.HEAD NAIL · ' 0/'C 189 ·"" a wg~:~ ~;~Enf-~!~ ~,. !~ s-:T :P~!_-u,.. tit>'' D . ABBREVIATIONS a - C.N. COOLER NAJL8 . auco •LOCKED P'ND FOUNDATION ~ ltL PLATE A.a. ANCHOR aDLT8 L.a. LACI 80LT8 ST STAGGERED . 7,3~· AAHSFT P?NS ~ 3?·0l'C rrceo •JB3Q) ~OR TN~~~TOP ~t f\ ~soc J~I <Jtl/llCJ STRUCTURAL DESIGN CONCEPT IHEETNO._:, ___ . ---OF--- Consulting Engineers (619) 741-7306. ~ Ol-H . .l -=Cl'-+ ,e.)4P£ == ~l&. 3/4 "1/A-LL 4)1---:::J-l'-)(.IO -== /60 ~1r1 q7~ '*/pf- CALCULATED BY-----DATE--~- " 5-0 c srRuouRAL DESIGN coNcEPT Consulting Engineers (619) 741-7306 · Gfad~ ~m cles1~0 6¥1 .ltt--(ff) C-=-T =8/)5'} #- ul -·= 7&+GG>t? -=67t? #-/r/. ,. ls' re.. -::. {}..J(. 14ie:,o 3x-4.ft.-.,c. 9--- , . . # J1tWX~ :::,3);4-3a.~ ~ 371 J:. b--=*q d.=-1411 ~ =-8</ llt,?JJ ~ IJ,71 /fl 1. JOB qJol'l IHEE~N0 . ...:8,:;........· -----OF---,---.-- CALCULATEDBY---~--DATE------- I , ~ 4--1-'t~ o.s' ~ IOI r' . ~ C:"----~--.----=---1-~~] I I 1 ; _ •. 0 -£, '-.. _41tl-~~'r-1' '. . 146-. .,_.. L J .. , '-!ft/ -,;;:-.,,,., e")(l,t, ~~ ~,--_,__=:r-~~_,_,...-ft'/': ____ ----~ G) 4 • • • l 3--:#5 r: iB. •• • ~" ~ zf'' ~ o,;.r,tJt., (j) ·soc STRUCTURAL DESIGN CONCEPT ~o• q/{)/9- aHEET No,...,'f'------:----o, ____ _ Consulting Engineers (619) 741-7306. k ,._ -----: c~LCULATED av A·t1' DATEH& q . I I( 1/ L '5x3xl/4--5 LPAIC-' . 'I 3/ffl 1.RIIBat[..S ~1 G'1j111J: lllli>e/111Mt Jw. F!l"t y. ~P11r&P ceas · Cft-8f 13qJ) '. ... .. ~ I . ,. \ r BENTON ENGINEERING. INC. . . APPIJ!O SOIL MEOHANIOS -FOUNDATIONS as.to RUFFIN ROAD . · SAN DIEGO, OAUF~RNIA 112123 ESTABLISHED 1950 PHILIP HeNKINO BENTON CIVIL ENGINEER N0, 1Dffl. Ot:OT!CHHICAL l!NGINEl!R NO, 10$ J~ne_ 11., 1991 Leucadia County Water District 1960 La Costa Avenue Carlsbad. CA 92009 Attention..;. Ms .•. Joan R •. ~eiS!l.hart Subject! Project No·. 91-1-14A Supplementary Recommendations Supplemental Soils Investigation Proposed Office Addition · . Leucadia County Water District 1960 La Costa Avenue Carlsbad, California dated March 8, 1991 Oear Ladies and Gentlemen: . l J • It should be noted that with the findings of the existing soil conditions in Boring _l and the two additional test pits that extra depth footings are recommended as described on page 5 of our·-March a, 1991 report. It h , a1so·concluded from the findings in the two test pits both under the concrete slab area that the concrete slab-on-g~ade may be poured monolithically with the perimeter footings rather than recommendations stated in the report of Februa_ry 7, 1991 that were based on information from only Boring 1. If you should have any questions regardi.ng these final recommendations. p1ease contact us. . . Respectfully submitted, BENTON ENGINEERING,. INC •. By~n4~~ RCE No. 10332 and Geotechnical Engineer No. 138 Distribution: (2) Addressee PHB/jer SUPPLEMENTAL SOILS INVESTIGATION PROPOSED OFFICE ADDITION LEUCADIA COUNTY WATER DISTRICT 1960 LA COSTA AVENUE CARLSBAD, CALIFORNIA PROJECT NO. 91~1-14A MARCH 8, 1991 TABLE OF CONTENTS SUPPLEMENTAL SOILS INVESTIGATION Page Introduction-----------------------------------------------1 Field Investigation----------------------------------------1 and 2 Laboratory Tests---~---------------------------------------2, 3, and 4 DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS Discussion of·Soil Strata---------~---~--------------------4 and 5 Conclusions and Recommendations----------------------------5 Conclusions -Depths of Footings-----------~---------------5 Foundation Design------------------------------------------6 Concrete Slabs-On-Grade------------------------------------6 Lateral Forces-------------------------------------,-------6 and 7 DRAlilNG TITLE Drawing. Location of Test Boring and Test Pits----------------------1 Summary Sheets: Boring 1 -----------------------------------~----------2 Test Pit 2 --------------------------------------------3 Test Pit 3 --------------:-------------------------------3 Consolidation Curves---------------------~-----------------4 and 5 APPENDICES Unified Soil Classification Chart-------------------------A Sampling, Shear Tests, Consolidation Tests and Expansion Tests-----------------------------------------B PHILIP HEN KING BENTON CIVIL ENGINEER NO. 10332 GEOTECHNICAL ENGINEER NO. 138 Introduction BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS-FOUNDATIONS 55-40 RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 ESTABLISHE01956 SUPPLEMENTAL SOILS INVESTIGATION TELEPHONE(619)565·1955 FAX (619) 565-8719 This report presents the results of a supplemental soils investigation conducted for the proposed office addition planned for the Leucadia County Water District which is located at 1960 La Costa Avenue, Carlsbad, California. It is understood that the addition will be single-story and have wood-frame ~onstruction with concrete slabs-on-grade. The footprint of the addition is· approximately 39 feet by 42 feet and is located north of the existing office building. The objectives of this i.nvestigation were to determine the subsurface soil conditions at a total of three locations within the proposed building additi-on and sufficient physical characteristics of the soils so that soil parameters and engineering recommendations could be presented for the design and construction of the proposed fo~ndatiohs. In order to accomplish these ~bjectives, one test boring was drilled, and two test pits were excavated by hand. The field and laboratory data for this test boring and the two • hand-excavated test pits have been used for the conclusions and recommendations presented in this report. Field Investigation The test boring, 24 inches in diameter, was drilled to 12 feet using a truck~~ounted, rotary, bucket-type drill rig. The boring was drilled at the approximate location shown on the attached Drawing 1 entitled "Location of Test Boring and Test Pits.11 A continuous log of the soils encountered · in the boring was recorded by our Registered Geologist at the time of drilling and is shown in detail on Drawing 2 entitled "Summary Sheet'~ Also, two -2- test pits were excavated on February 19, 1991 in order to test the upper fill soils existing at two locations inside the proposed building addition. These are numbered Test Pits 2 and 3 and are also shown on Drawing 1. The soils were visually classified.in all three location? by· our. Registered GeQlogist in accordance with the field identification procedures of the Unified Soil Classification Chart. A simplified description of this classification system is presented in Appendix A~ In Boring 1, undisturbed samples were obtained at intervals of 2 feet ' . in the soils ahead of the drilling. The drop weight used for driving the sampler into the soils was the· 11 Kelly 11 -bar of the drill rig. The drop weight weighed 2218 pounds and the averag~ drop was 12 inches. The general procedures used in field sampling are described under "Sampling" in Appendix B. In Test Pits 2 and 3 field.density tests using a sand-displacement me_thod were taken at 1.0 foot to 1.5 feet, and 2.0 to 2.5 feet. Also, loose ·bulk samples of the soils were taken for laboratory compaction tests. Laborator-y Tests Laboratory tests were performed on all undisturbed samples of the· soils in order to determine the dry density, moisture content, and shearing strength. The soil samples above the ground water level were sheared under a drained condition, and the samples recovered below the water level were ·sheared between membranes in an undrained condition. The test results are presented on the "Summary Sheet" on Drawing 2. The results of the field moisture and dry density tests in Test Pits 2 and 3 are presented on the "Summary Sheet11 on Drawing 3, Consolidation tests were performed on representative .1•· samples in order to determine the load-settlement characteristics of the soils and the results of these tests are presented graphically on Drawings 4 and 5, each entitled "Consolidation Curves." -~ -3- An expansion test was conduGted on a soil sample in order to determine its vertical expansi~n characteristics with change in moisture content. The test sample was allowed to dry in the air at 105°C for two days, then saturated while confined under a unit load of 500 pounds per square foot. The recorded expansion is given below: ~oring No. ·. Sample No. Depth in Feet Soil Description Clayey _Fine to Medium Sand Mixed· with 30 Percent Fine Sandy Clay Percent Expansion 1 1 2.0 0.52 Direct shear tests were performed on a soil sample which was remolded to 90 percent of maximum dry density at optimum moisture content per ASTM 0 1557-78. The ~irect shear tests determine the minim~m angle of internal friction and apparent cohesion of the soils. The sample was saturated and drained prior to testing, The test results are as follows: Maxi-mum Angle of Normal Shear Internal Apparent Load Load -Friction Cohesion KSF KSF · Degrees PSF Boring 1 0.5 o .. 5-1 21 320 Bag Sample 1* 1.0 0.65 Depth: 1' -2' · 2.0 1.11 * Remol ded to 90 pe.rcent of maximum dry density at optimum moisture content per_ASTM D 1557-78. . In order to establish compaction criteria, a representative sample of the fill soils was tested in accordance with ASTM D 1557-78. The test results are tabulated below: Maximum Optimum Boring Depth Field Dry Moisture or Test Sample -in Density Density Content Pit No. No. Feet Soil D~scription lb/cu ft PCF % dri: wt 1 Bag 1 1 -2 Clayey Fine to 96.9 115.7 13.3 Medium Sand with 30 Percent Fine Sandy Clay Per- cent Compac- tion 83.8 -4- Maximum Boring Depth Field Dry or Test Sample jn Density Density Pit No. No. Feet Soil Description lb/cu ft PCF 2 Bag 1 1 -1.5 Clayey Fine to 107.8 120.5 Medium Sand 3 B~g 2 2 -2. 5 Clayey Fine Sand 108.1 118.4 DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS Discussion of Soil Strata Optimum Moisture Content % dry wt 11.7 11.0 Fill soils were encountered to a depth of 9.0 feet at Boring 1. Loose ; silty fine to medium sand was logged to 0.4 foot and underlain by loose to medium compact clayey fine to medium sand to 5.7 feet. The clayey fine to medium sand was mixed with 30 percent fine sandy clay. Medium compact gravelly slight_ly silty fine to medium sand was_ found between 5.7 feet and 7.5 feet, and was underlain by medium compact fine sandy clay to 9.0 feet. Natural, medium firm fine sandy clay was logged between 9.0 feet and 9.7 feet, and was underlain by clayey fine sand to 11.5 feet and medium compact fine to medium sand to 12.0 feet, the depth of exploration. At Te~t Pit 2, a dark brown, slightly moist, loose to medium compact silty fine to medium sand fill was en~ounteted to 0.4 foot. This was underlain by a ·1ight gray, moist compact clayey fine _to medium sand to 2.5 feet with ' ' ~ few small chunks of silty claystone to 1 inch and occasional gravel to l½ inches and occasional asphaltic chunk. The upper fill soils in Test Pit 3 consisted of loose to medium compact dark brown silty fine to medium sand to 0.5 foot that we~e underlain by compact ' light to gray clayey fine sand with few small chunks of silty claystone and occasional gravel to 1 inch to 2.5 feet in depth. The filled ground at both Test Pits 2 and 3, when probed with a 1/2-inch pointed probe, was determined to be compact to at least 3.5 feet. Per- cent Compac- t.ion 89.5 91.3 -5- Ground water was encountered only below 9 feet in depth in Boring 1 at the time of drilling on January 24, 1991. Conclusions and Reco11111endations The following conclusions and recommendations are professional opinions that are based upon the field inve-stigation, laboratory test results, and engineering analyses and calculations. These opinions have been deriyed in accordance with current standards of practice. No warranty is expressed or implied. Conclusions -Depths of Footings It is concluded from the findings in the test boring and test pits that the upper 3 feet of soils vary in relative compaction from 83.8 percent at 1.5 to 2.0 feet in Boring 1 to 89.5 percent at 1.0 foot to 1.5 feet in Test Pit 2 to all over 90 percent at the other depths tested in Test Pits ·2 and 3. Hand probing between Boring 1 and Test Pit 2 indicated that 2 feet of loose fill soils exist at the northeast corner of the proposed building additi-on nearest Boring 1. It is therefore concluded that the depth of footing at that corner should be 3 feet below existing grade in lieu of removing and recompactinQ the upper 3 feet within the proposed building prism as described as an alternative in our previous report. The lengtp of extra depth footings along the north-south footing is ·t 6 feet south of the northeast corner and this may be stepped up to one foot in depth at that location. The length of 3 feet deep footings in going west.along .the north side of the proposed building additior., may be 12 feet or greater and the length should be determined at the time of trenching curing construction. It may be able to be determined by probing in that the dry densities vary approximately 10 to 11 pounds per cubic foot between the unacceptable 83.8 percent compaction and the acceptable 90 percent compaction. -6- Foundation Design Continuous footings that are one foot wide and founded one foot below the lowest adjacent compacted filled ground surface may be designed using an allowable beari.ng value of 1200 pounds per squa.re foot. Square or round footings that are 2 feet or wider and founded one foot below the lowest adjacent compacted fi 11 ed. ground surface may a 1 so be designed for 1200 pounds per square foot. The allowable bearing values given are for dead plus live loads and may be increased one-third for combined dead, live, wind, and seismic loads. · The estimated settlement of a continuous footing, 1.0 foot wide and founded as recommended above and loaded to 1200 pounds per lineal foot is estimated to be between 1/4 and 3/8 of an inch. The settlement of square 1 footings that are 3.0 feet wide and founded one foot below the lowest final compacted filled ground surface and loaded to 10.8 kips is estimated to be on the order of 3/8 to 1/2 inch. It is recommended that the footings be continuously reinforced and interconnected with at least one No. 5 bar at 3 inches above the bottom of all footings and one No. 5 bar at 1.5 inches below the top of the stems of the footings. Concrete Slabs-On-Grade Nominal reinforced concrete slabs, 4 inches in thickness, may be placed -on 4 inches of sand that has a suitable moisture vapor barrier placed midheight within the sand. Labera 1 Forces Resistance to lateral forces may be provided by passive resistance and/or frictional resistance. If passive resistance or frictional resistance is used, these are provided against footings that are cast directly against compacted filled ground. Passive resistance may be calculated as 200 pounds -7- per cubic foot equivalent fluid pressure for the compacted filled ground. The resistance to sliding friction may be based on a sliding coefficient of 0.26. Passive and sliding resistance may be combined, but it is recommended "' that the sliding coefficient be reduced to 0.17 when combined with passive soil pressures. Respectfully submitted, · BENTON ENGINEERING, INC. Distribution: (5) Leucadi~ County Water District Attention: Ms. Joan R. Geiselhart PHB/jer . ' , 2 '..-----------•. ~~ •• -.111!'11. -·~.:: ... -:.! 1 ---~----.:.-.--. -_ .-. ""':_ ·, ... -:~:-•••••• 111111!1/-:: 1111 }~{~/ 'tt:\\ ' .. ·. '. : ,: }!' :.::};::\ ~:\t ,:; • . ~ ! : 1 1 , I L ' •; i . '. . L : i . > l . . ' . ! I: • l : I i \ ' .. 1 ' ,• .. " I f ••.I ,·-. ' ' \ r :-;· .. ; . ' ' ., ,. ,'" ;. . . . ; ·. t . i . . . t : , -•J,. ' :· '. { .·. ' . ·:-. ;· ·.· . --r:: ' I ' ',. "- . . ..-: . " . ' ·,. .; _;'. -,, f '. ' .: <: ;\j ! f ·1.·: :''"'•;. ~. ,·· .. . ·z . . ...... . ·: ,·· . -,&..IE i ' ( . :C, ' .. , . . .. . '. LEGEND ' .. SrNDICATES APPROXIMATE LOCATION ·oF TEST BORING . ~l['JDICATES .APPROIMATE LOCATl"ON OF TEST PIT ... ' ; .• • ... "l •• r. '! · . ... ,.. ; ~ . : . ,. '. -~ ..... • • '--· 'l \ ,·; . ·. '! . .. -~: ; . . ,., . ' .. ·. .• . · 1 . . .... I . ·· .. ·, -: . ~ ' . '! . . . . ., I . . . ·: i .·.<:I ... . . ·.,·.:· .. '• .. t ; ._•, I :_ '. .· :., :t, ; ..... ': . . -~ . . . . . ,., .· .· --:. • I ' . • . : ',.j' .. ,_,_1. · ·_B E N T·O N ·EN G·I N ·1 E R t .. N .G ,·.·_ I N.C· •. , .. ,:.,:.:: ~-'::l;_ SAN DIE GO, CALIFO.RN I A · · ·; :L: . ·.'. LOCATION OFIEST···soRI.NG .ANo:::_TE-ST.,:PITS:·--.-,. ;,'·Ji -· PROPOS8)·0FFICE--·su1LDING:ACT)1TION',_·_-;;-.·: ... : :/.1· . LEUCADIA COUNTY· WATER.·' -D-ISTR·IC·T.·:·~--;:_.· ,\t} · :19~0,. -~co··s·/\ ~,,-~·H 1E1 ' :.~·-.; • • -,·· ;_·,1· _·:, ... ··c"A >•·s· o .. ·c"IA'i'1 ~-~\Y' IA :.--:· .. ':.: ___ : ··. ::;.-.>··--'. ·,.:i1· · . JJ-~ il · ·, Jt-\1. · J ~ , 1/-\-. _. · .· _· "'.. ·:_._j, DRAWN =M. JAC.KSON .-.. :-. ·• . 9,11o~Ec.r14. NAO .. _ ' .. _o•. A..l~'N_G_.: _·-._· :: ·:. DATE =1-25-91' !SCALE :_1":: 20' ' -·,.. · ·1· l -------1£:-:,. ---'11',-~ 1 1 I I I I I I I t ~2 EXISTING OFFICE BUILDING ~ EX I ST I NG OFFICE BUILDING I ---------·--I I ~ j ~ -- \ EX I STING PUMP STATION l I t l I .., % f-0 : u.1a: ~ _, U. .JW ..100 ... a.m --m ::J: ~:I: Ou.::i: f-<::> CD (i; >-fu Cl) :z: "' "' Q :5 SUMMARY SHEET BORING NO. 1 -() "_ 12 ~1_;1-~ Dark Brown, Moist, Loose SILTY FINE TO f ~Z'l.1.~ I MEDIUM SAND 1-ffi ~~?,~ .. --· ------------1--------1 -,~!i.$.~?;. Light Gray Brown, Loose to 2-:'l~$~~ Medium Compact, Mixed with , · t:-:~:~ 30% Fine Sandy Clay, Few -f{1µ1l Small Chun~s of Asphaltic CLAYEY J-fB ~~?-:¼' Concrete FINE TO MEDIUM _ ??.~-'~ -------------------1 SAND 4-~·!l'l{f/" Dark Gri!Y Brown, Medium . _ ,°?f/f~ Compact, with 20-30% Ce-ff:/$1£ · Clay Chunks -;,-1¼"J¼• -·m ~?",{i ,:j., 6-~ ~":! '' Gray Brown, Very Moist . ( ~; :t -• Medium Compact, 20% Gravel 1-. ~. to 311 , Mixed with 20% Fine _ ~t!, " to Medium Sand 8_ (4) ¥'M Lig~t Olive, Very Moist, · [f] ~ Med1 um Compact · -~ (Thin Dark Gray-Black 9-W.,,,..t -• ., Hi ohl v Oraani c a er . GRAVELLY SLIGHTLY SILTY FINE TO MEDIUM ~llNn FINE SANDY CLAY I >-c, • a: t: w, Zt? W2: w:.:: > • -1-r:c IL, Q >-• ........ -u. 0) Z• w::, QO ... ·>-"' a:m 0-' C +,I .~ c.., cu u u n,· s.. 0. cu e 0. 0 u 1.1 12.9 96.9 0.98 83.8 2.2 14.0 113.l 1.82 2.2 12.1 102.7 0.82 2.2 25.8 83.3 0.66 -'s' ----Gray, Saturated, Medium FINE 10--\V ~~~._ IF_i_nn---_______ Me~r....i·oL:.e.:.s ...... -1--SA_N_D_Y_CLA_Y_~I 1.1. 35.0 82.8 0.39 -~~~}~ Gray, Saturated, Medium CLAYEY 11-v:r • .J.:. • .-:,., Finn FINE SAND ~,7;~!,,'1,~ " · Heroes · · 12-(6) :.-.::::~:::. · Gray Brown, Saturated, !Medium Compact Stop at 12 1 ; Q Indicates ·undisturb~d Drive Sample D Indicates Loose Bulk Sample FtNE TO MEDIUM SAND , 0 Indicates Field Density Test Sample BENTON ENGINEERING, INC • I 1.1 21.1104.91.33 DRAWINO NO • 2 PROJECT NO. 91-1-14A .; ;; ,..,_ ______ .._ _____________ ..;... _________ ....1 ______ -J Fill ' l ,jl ;,! ';f l' ,,I 1) ,, I l i I ' l 'I i :z: ... 0 w .: ..J w wa: _,<o II. ..JW ... Q.ID _gm :c ::i:::i: 0 &&. ::s ... <=> Q) Cl)>-Q. w (1)% 0) ct) 0 < .J ~ 0 V n .. PROJECT NO. 91-1-14A SUMMARY SHEET PIT NO. 2 Dark Brown, Slightly Moist, Loose to Medium Compact Light Gray, Moist, Compact, Few Sinall Chunks of Silty Claystone to 111 , Occasional Gravel t l¼• and Occasional A.C. Chunk to 111 Probed to 4' Compact, Mostly Compact, Occasional Lens± 2• That Seemed Medium Compact Pit No. 3 Dark Brown, Moist, Loose to Medium Compact SILTY FINE TO MEDIUM : SAND I CLAYEY FINE TO MEDIUM SAND SILTY . >-• Ot-a:u. w-... zo, W!!: w::.:: ~,.: a:"-Q FINE iO MEDIUM I SAND __ Light Gray, Moist, COJ11pact, Few Small Chunks of Silty · Claystone, Occasional Gravel to 1• Probed to 3½' -Compact CLAYEY FINE SA14D BENTON ENGINEERING, INC. >-• UJ,..: ...... w,..: C -u.. a:011. 0 o§== 0) ,I-),,-z C,l,J :z: • << • ....... >-w:> w.,_o QJ u !!! 0) a: oo :Co,O, Ur.I .... s.. 0. "-oC a,_ ... ~g >-0) (1)(1) ::i:~ a,:m wn. c..,. o-' a:;;: 14.0 107.8 --89.5 14.1 108.7 --90.2 Fill 19.9 108.5 -- 19.7 108.1 -- 91.6 91.3 DRAWING NO. 3 . •' I ! i I .I I I ! i ,I i i I I I I .j I I ·I ! ·, ! ! ' I 11 .. 1: II .. li I ., ~-I· ,, Cl bJ ,:, <;( ... ,,. ... r,Q 0 ...... . . - ----·-------,,-·------------------------·---- 0 1 2 3 4 5 '/) ,· .. , 6 i,J «. :,:: ~ :z: I-7 !,J _, u .. ~ ~t :n ll. (') ,-;.: w u C: IJ.I ,1. :;.: ._, I-<J, 9 ..J ,. 0 ~2 t 0 u I j i, ... ; .. -..., ( .. , ...... ,/EC ~, ..... ,, .. .., 2 iO 16 G.2 ;TTTTTT:Tf1ffiITTiiTfTl'TT mitmr1rrmmm1iffif7-·:TTTTTTT:;;-"f:!"r.n:f81TIT:1T; ; i I ! i !'I: I 1 / l; (il'mrn;Htlh 1 I t I .... t I I I I • • • ' j 1 • . i : i ; Borrng: 1 I , I I : : ·1 ! Sample: 4 · . ! I i ! Depth: 08 I l I ' 8' t-+--r--~-l l ~,i;1 I i ! ! 1 ~-··------,.-----t'----i----'~--,-' -+--,.;-+------! ~ .__ i i I ! i I ! 11~! !11 I ~--+ ~ l I \ l I : ~ ! i l 1,· l, :,: I I i I -;--..;_, . : ! : ; I I i , I I• 1 ~ ,_,,,,.~I--!----.-'-..-!__,. _ __, ___ _ I i I !~ --: \ \. ; ! Ii '1 !.! I ! . i i I I. I I f l I l l I l ! ! i I I i ' H j . . i I I l I I I ! ! I I ii i---.~ i : ! l I ! --. I I I I· I I .1 I ! I i ' l \ ! I i I I I ! i / I I I ! I I I I I I I ! I.' ! I I I r I i i i I I l 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 J I ! . . I I i I ! I ! i I J I ' I ! I I : ; ' i i I l t ' ' I I I i l I ! i ( i I I I I ! I I I I I I I I I I I ' l I i i ! I i l 1. I ! ! i I l I I I I I' I I I ; I j '. I l I ! . I i i I .I I :I I ~J ::.: ,c{ ... ... ii) o· .., U) \.-1 lJJ· z :i: u xi 1-' UJ ...J 9: ~ "' <.i) ll. 0, f-! z w u C: w ll. ·------------·---~-I . l CONSOLiDATiON LOAD m i<iPS Pl;R SQ:JARE FOOT ! a.2 0.4 0.6 o.B 2 4Tr1,.,,.,~b,.·r TTT'l"'¥'ffle_ffl'T!',o...,..'"l"'""'!_ .... 16 I . 0 ~II 111."TrT 1111111,n1r1 I I I I 1111 II Ill ll"l't::1;:1_·1 ·II I 111111111 "~:~~~~~' '~ ' ' 1 -- 1 -~ 1 I ! Depth: 2 1 I I 1 • i · I .1 2 I I~ I 3 ,__ _ ___. __ 1_-4--___ 1 __ -4--\ I. : I \ ! I !\I i 6 ----~ 11 i 1'., 7 l ~-~----+---+--;-------l-------.-!\\--r---+---if--+-+-+--f-------i I ~ ... I: I\! ' !---2___! -~ 8 f '~ i I I I !- 9 r ,·ii··••1··•·J;f1· <: ; if ,1-. 0 G-_; I ll I ' . I ' I I Boring: ---.:--~ · l . . . ! Sample: 1 .;-I __._,_-+---i----+---f--~--~~ .. --'----'---~II ---.----4-_..__ Depth: . I I ! T ~ i 21. ~--------1 : .. . , --...........:._ I ! --+--;--= I l I 3 I i Q INOlCf~TES PERCf:NT CONSOLID/lTi:'.:i'l t\1' Fff:LD M .. ,:STURE 1 3 6' L lg. INDlCATE:S PERCENT CCMSOLIOAT:m~ ,iFT!::H $,,T'.;RAi:ON I , ____________ , ___ _____, ii_· PROJ.f.CT MQ. 1 ··. 11 ,. • ..... .,,-... ''-• l .. 1 , ·~·r.:-,,.,.... •. t,., ~.t"' 1.: Dft.il-W,14NG NO. , 91-1-14A l t.:Sts,_1Li'4 t:.1··,:G11·Jr.:.-~.:.rdr:.ili. lh~. ~ ·~... fir I d I -,_,._ _______ ......._ ____ ~---------.---~---·-·-·.¥,.i;_,..M_l_..,.. ___ .,_,_,.,_.,lf!f_,_,_ _ __.. • .. • .... ~--H,,.. ... ,,, ~ •·-"'·~-~ -.--··~---.. --\: • .field ldcinika~ l'roccdll!U <bcludilla panlc:lcS Jarser llwl 3 la. and balUII fnctlolll oa C:S~led wciJhll) ~=1r .. UnUied Soil Qassification Typical Namet lnlormation Required for l>acrlbins Solla ,S o Wide ruse in sram size and subsWllial Well sraded sraYCls, srawet-! ~ c arnoums oC all lmamcdiaic paniclc GJf" and mixtures, 11111c or 110 · II ,. :; '; • ; • : ~ lS i .._ tines Glwe typical name: Indicate ap. ;; :ti ii' I l'ls:.!! ii c.!! c prollimate pcn:enta~ or und .e. ;:! .,. .... ~ -• :f :: Cl • . . and sra~l: muunwn size; e .i:!, • ! ~ !,! "' ti 5 ~OIIWWIUJ' oaesiza on ra.o,e ohms GP Poorly sraded lft\Oels, srawet-a11swarlty, surface condition, • ;: • c ij;; :;.!! JI Willi 10me i11tennedia1& li.Jz:s misaiDs undmixturcs,u111corno11DcS aad hardness or tbe coarse E .!!; :E Laboniory Oaalllcalima Crl!Cria C -£.!! GrcalCI' l1laa 4 Ir Du (D~ Cc-~ JICl-Jaadl NotmectiasallsndatioDrequi.-11forGJJI' :=:: ~i . • srains: local or 1eoJo1ic name e •c J _ •"' ':: ; ; ;; E;; -5 .!! Nonplastic tines (for ldeatlbtiora Silt sravcls, poor1 sradcd and· other peninent dciscripliwe ,_ ! .: ._ u : AUerbal limits below Abcm: "A.. line =-! C,s,gz v":i ~'o ,cedurc:isccMLbelow> ~ GM Ja'ICl-sand-&lltmixiw:a informa1ion: andsymbolsia l ].i"'"'R• "A .. Jinc,or'1Jca wltbP/betwcca ..!!-!:~ tU -$S'.!!Cii~ parenthaca j ; -~:i'i•J lban4 , and 7 arc 0 ~ t t' o,e .. -u C ... :I! . -1 X =C..,'-)" e bas lirai bo bordcrli• cases .. e'• i! :ii... .5'! ;c:·g;ic: Plaltictlnes(focida&tllicalionproccdwa. C .Clayey ,ravels. poody ,nded Forundistur~soll~addinfonna• ll • S.!! .,,I,. At:." .. r -:r: ve requirina ue or "2,;., g .,. -Zo o ,e. • sec CL below) G ara'ICl-uncl-clay mixtures lion on stra11fica11on, dea~ or 5 -• 0 :'_;~'ii,: 'A 1~ 7 dual symboll .! c::,..,. • !! ' compaclnel&, ccmen1&t10n. i : ~ .. _ .-11 : an=atcr t l!! ~ 0 : ·:J! moisture condl1ionl and .g S !: 1 !I:::;; .. .,, 1--.-.....,.»--------=~-------':'.: z -. 6 ; .; 0 Wide r:aaire ill ,nia sizc,s and subotanlial Well · ded und _,. dralna1e cbaractcristics :;; ... o-. \:I 1:1.& Ce -DH Grca&cr l1laa , :: "'c .!! : i:: --cc -or a11 in1crmcdia1e .... 11c1c sw an s • .,.._y · -0 ".. 10 :; _a • :!! :; • ii 'E • .. ~ •izcs ,-' saads, lltUe or DO 6nc:s Example· & · ll : • fDsol1 8;:-S i ~-=v 5.!! ;~l! . Sill,,.r,;,,.,.aravelly: about.20'Y. t : e! ~ Cc:-~ Betweenlandl ~ t u 'o t '; : :,, : Ea · hard~ angular 11:raYCI paraicJcs 1 'i e I>:" ---- :i,: tt '.g .;~'iv,~;; 06 ~inanll)'.one~1ze_c,rann•eorlizes S~ Poor!y aradcd unds. 1ravelly i•in.mu1mum1ize: rounded :, I: K,~..,-): .! :; ; ,. E ~ -Z' w,tb some m1crmedia1e sizes missiq uncSs. JltUe or no rmes and subanaular und anins e , i i:: I: c ;N Not meelin1 all 1rada1ioD rc:quiremans for SW g,. 11:-= :• ;; -· coarsctoflne.aboutlS¾non-t c:.-; ,::-~ · li-;~ ~ .: .!! ... ' ' Nonptaslic lne.s (for idenliecatioa ~, Siltv sands poorlv lftded und-plastic fines with low dry • l! ~I!: u g ~ -S _g o .. -; .. ~ !-cedurcs, see ML below) SM • •. 11 mi;tures • s1~n111h: well compa~1ed and ; i ,. j-!! :: .§~ E ~ u %. If .. ~ i ; ; · . 1 mo,st in place: aJ1uv1al sand: ; 't i !.8 .J~.,.. Allerbcrl limits below -A -line or Pl tesl IIWI' 5 • o:! -,:,:: .. 0 -S CSAf) .2 ti'VuN l! ::l!:"" li :te Plas1icllnes<rorlden1ifica1ioaproccdurc:s, · 'Clayq sands, poorly anded ;:; Q Q Allerbcra limiu below "A" hne with l'/ IPUlerthan'7 : v.1 .e • sec CL bclo!') . ~'t· SC sand-cl&y mixlurcs ~ ---~ --. _g Jdentili~1ion Procedures on Fnc1ion f>ma!ler lhu No. 40 Sieve SIZC , : ,s . . . .= Dry Strenatb · Dilata Toughness .5 2 u:nishlns . ireact/:: ,lcons,sti;,;icy · . . ~ ._ ._ char:ictcr-'10 shatins> near P!asl!c i ~ .. mrcs, limit> .. i ~ ~~o -I . ·1 d. 6 :S -. .. 'ii e Ii'), N .· . noraranic Sl ts an 'VC!')' nc Give typical name: indieatcdc~cc .5 '.!!! 2 8 -= = ; o~ t(1 Ou,~lc to Nooe ML sands, r'?"k Dour •.. sotty. or and chancter or plasticity.. !:! ~;;;; "! ; :!! : .. Sh&hl slow . claye,r 1ine sands with sbaht amount and mu,mum size or li 3 ·.:: t o •. :s .-· pla.sucaty · coarse srains: colour in wet u ~; ~, Z : !'! . . · lnorjanic clays"· .~r-lQW 10 ·condition. odour if an7, local or' J ll E O l! .,,. M_cd~um to None IO Medium CL mecloum plas11c:11y,, ara•elly 11eoloaic name. ancl oilier pcni-"1 ;;; -:,: t:: · ho&b "Very slo,r · . clays, sandy clays, silty clays, nent dc:scripuvc inlonnauon, .5 w,: O · lcan,clays ' and symbol an parentheses !! i!'l! z · Sli&hl to SI sr ah 0.• Onranic sills and orsanic: sill• . • . : ii: :: c medium ow 1 . 1 ,., clays ortow. plasticiiy For u!'d1s1urbcd soils add •!'for-:5 ;; • . . . mauon on structure. s1rat1fica• .. 60 50 Conioarinf soils at rouit liquid Krnil -8 40 T1111"pncss'.., •,j sinniiJ, iocrw? .5 wilh IICIUSIIII plalticny ioclu Cll ~30 . u ~20 il: L,UI ., 10~[32° Ille M Above -A" line with Pl' belWUJI, 4 and '7 are ba1*rllnt c-..a requinnr UK of dual symbols _,.,... Oil .. MH : -= !:..::: ,: Sli&ht to Slow 10 Slight 10 lnoraanic sillS; m,caccous or lion. consi.ienc:y in undisturbed v ~ E .l! medium nooc medium MH d_i:uomaccous ~nc sandY or and remoulded s1a1es. mois1ure ;; ,= _ silly soils. c:1as11c sills and draina11c condiuons 0o 10 20· 30 40 50 60 70 80 90 100 :£ ii:5! _;;~ Hi&h.10. Nooe Hi&h CH ln~rsanic clays or hiah plas-: ;-: "Very ho&b t1cily. rat clays Example: Uquid limit Piasticity chart :: = lo Medium to None to Sli&ht to Orsanic clays of medium to hiah Clayey 1/1~, brown: slightly "' high very slow medium OH t1lasticitv· . plastic; small pcrccntai:e of Jlead"ly ldcnl'fied b I od line sand: numerous vertical for laboratory classification of fine grained soils H i,:hly Oriranic Soils six:nll)' fed ~nd ,~11,:1;"~y ab:'o~ r, Peal. and other hichly oriaalc root ~oles: • firm and dry in texture soils place, loess, (ML> • Boundar.•• das~lfications. Soils possessinl! charac1cris1ics or ,,.o sroups are desi1na1cd l>Y combinations or aroup symbols. For example GW-GC, well 1radcd 1ravel-und mlluurc wllb cl•l' binder. b All sieve sozcs on this chart arc U.S. standard, Fitld /dtntlfkarion Proctdurt for Fint Grained So/1.r or Fractions These procedures are to be performed on lbc minus No. 40 sieve size panlcles, approxunatcly i;,. in. For field classification purposes, scrcenina is not i.'ltcndcd, simply remove by hand the coane particles that interfere with the tests. Dlla,ancy (Reaction 10 shakia1): Af1er rcmovin11 particles lar11er than No. ,4() sieve size, prepare a pat of moist soil with a "Volume of about onc-baU cubic mch. Add enou1h •·a1er ii necessary to-make the soil soft but no111icky. Place the pal 1n the open palm or one hand and shake horiZonlally. s1rikin1 vi11orously a11ains1 the other hand sevcr2I limes. A posili•c reaction consis1s or the appearance or ,. .. ,er on the surface of the pat •·hich chan1es 10 a livi,ry consistency and becomes a lossy. When the sample is squeezed between the fin11ers, the water and Sloss disappear rrom the surface, the pal stiffens and finally ii craelcs or crumbles. The rapidity or appearance of water durins shakin& and of iis disappearance durin1 squcczin1 assist In idcntiryina the character of the fines in a soil. Very line clean sands sivc the quiekest ane!, most distinct reactioo wbcrcas a plastic day has no n:ac1ioa. Jnoraanic: silts. such as a typical rock !lour, show a moderately quick reaction. Drv Srrtn!ft/i (Crushina charac1cris1ics): Ahcr rcmovin11 pariic:lcs laraer than No. 40 sieve si:r.c, mould a pat o( soil 10 the consis1cnc:y or puny. addina water If n=sary. Allow Ille pat to dry comptc1ely by oven, sun or air dryin&, and then 1cs1 Its s1rcn111h by brc.altin11 and crumbhn1 between the flnaers. This s1ren1uh is a measure or the character and quantity or the colloidal fraction contained In lhe soil. The dry s1rcn111h increases with incrcasin1 plasticity. Hil!h drv s1rcn11h is charac1erislic for clays or the CH sroup. A typical inor,anic slit possesses only very sli1111 dry s1rcn11th. Silly line sands and silts have about tbc same sli11h1 dry s1rcn11h. but can be distinsuishcd by the feel when powdcrina the dried specimen. Fine sand feels IIJ'illy whereas a typical silt has the smooth fccl of ftouT. Toll1!1uitu (Consistency near plastic hmil): Aher rcmovins particles lanrer than lbe No. 40 sieve size, a specimen or soil about one-half inch cube In Size. is moulded to the consistency ot puny. JC 100 dry, ,.a,er must be added ~d If Sticky, the specimen Should be spread 0111 in a thin'laycr and allowed IO lose some moisture by evapora1ion. Then the specimen is rolled out by hand on a smooth surface or between the paJms into a thread about onc-cisbt incb in d1amc1er. The thread is then folded and re-rolled repeatedly. Durinc this manipulation tbe moisture eon1cn1 is 1radually reduced and. lhe specimen slilfc:ns. finally loses its plasticlly, and crumbles when the plastic limit is n:acbcd. Af1er the thread crumbles. tbe pie0cs should be Jumped to1ethu and a slilht kncadin& action continued until the lump crumbles. The touaher Ille thread ncar the ptas~ limit and the stllfcr the lwnp when fl finally crumbles, the mcire po1en1 is the colloidal clay fraction in Che soil. Weakness or the thread at the plas1ii Uml1 and quiclt Joss or c:ahcrcncc of the lump below tbe plastic limit Indicate cllber lnoraanic clay or low plasticity. or malerials such as Jcaolin-iype clays and oraanlc clays which occur below the A-line. Hiahly oraanic clays bavc a very weak and spon17 feel.at the plastic llmlL > '""d '""d tr:1· z a 1--1 ><. > .,, ., l t I ,. PHILIP ttENKING BENTON · · ---· .. ·· CIVIL ENPINEER NO. 10332 OEOTEC!iNICAL, ENGINEER NO, 138 BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS-FOUNDATIONS 5540 RUFFIN ROAD SAIi{ DIEGO, CALIFORNIA 92123 ESTABLISHED 1956 APPENDIX 8 , TELEPHONE (619) 565-1955 FAX(619)565-8719 1 ,~ The undisturbed soil samples are obtained by forcing a special sampling tube into.the . undisturbed soils at the bottom of the boring at frequent intervals below the ground i surf~ce. The sampling tube consists of.a steel barrel 3.0 inches outside diameter, Sam.pling 1 with a special cutting tip on one end and a double-ball valve on the other and with I ~-li~ing of twelve thin brass rings! each one·inch long by ?-42_inches inside dia~eter. t The sampler, connected to a twelve rnch long waste. barrel, 1s e1ther pushed or dr1Ven J approxim.~tely 18 inches into the soil and a six-inch section of the center portion of 1 the fam~le is taken for laboratory tests, the soil b~ing·still confined in the brass· i ring$, after extraction from the sampler tube. The samples are taken to the laboratory ' . i · in close-fitting waterproof containers in order to retain the field moisture until completion of the tests. The driving energy is calculated ~s the average energy in foot-kips required to force the sampling tube through o~e foot of soil at the depth at which t~e sample is obtained. · Shear Tests The shear tests are run using a direct·shear machine of the strain control type in which the rate of deformation is approximately 0.05 inch per minute. The machine is so desi-gned that the tests are made withou~ removing the samples from the brass liner rings in which they are secured. Each sample is sheared under a normal load equivalent to the weight of the soil above the point of sampling •. In some instances, samples are sheared under various normal loads in order to obtain the internal angle of -friction and cohesion. Wher~ considered necessary, samples are saturated and drained before shearing in order to simulate extreme field moisture conditions. Consolidation Tests The ,pparatus used for the consolidatiori tests is designed tb re~eive one of the one-inch high rings of soil as it comes from the field. Loads are applied in several increments to the upper surface of the test specimen and the resulting deformations are recorded at selected time intervals for each i-nc~ement. Generally, each increment of load is maintained on the sample until the rate of deformation is equal to or less than 1/10000 inch per hour. Porous stones are placed in·contact with the top and bottom of each ·specimen to permit the ready addition or release of water.·· · Expapsion Tests One-inch high samples confined 1-n the brass rings are permitted to air dry at 105° F for at l~ast 48 hours prior to placing into the expansion apparatus. A unit load of 500. pounds per square foot is then applied to the upper porous stone in contact with the top of each sample. Water is permitted to .contact both the top and bottom-of each sample through porous stones. Continuous observations are made until downward movement stops •. ihe:·di~l·'reading.·i.s recorded and expansion is recorded until the rate of upward movement is less than 1/10000 inch per hour .. PHILIP HEN KING BENTON CIVIL ENGINEER NO. 10332 GEOTECHNICAL ENGINEER N0.138 BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 5540 RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 ESTABLISHED 1956 February 7, 1991 Leucadia County Water 'District 1960 La Costa Avenue Carlsbad, CA 92009 Attention: Ms. Joan R. Geiselhart TELEPHONE (619) 565-1955 FAX(619)565-8719 This is to transmit to you five copies of our report under Project No. 91-l-14A entitled •soils Investigation, Proposed Office Addition, Leucadia County Water District, 1960 La Costa Avenue, Carlsbad, California,•. dated 'February 7, 1991. · If you should have any questions regarding the data presented in this report~ please contact u~ •. Respectfully submitted, BENTON ENGINEERING, INC. PHB/jer . SOILS INVESTIGATION PROPOSED OFFICE ADDITION LEUCADIA COUNTY WATER DISTRICT 1960 LA COSTA AVENUE CARLSBAD, CALIFORNIA PROJECT NO. 91-l-14A FEBRUARY 7, 1991 TABLE OF CONTENTS SOILS INVESTIGATION Page Introduction-----------------------------------------------1 Field Investigation-----------------------------~:~: _______ 1 and 2 Laboratory Tests~------------------------------------------2 and 3 DISCUSSION, CONCLUSIONS AND RECOMMENDATlONS Discussion of Soil Strata----------------------------------3 and 4 Conclusions and Recommendations----------------------------4 Site Grading-----------------------------------------------4 and 5 Fill Soils-------------------------------------------------5 Foundation Design-----------------~------------------------5 and 6 Concrete Slabs-On-Grade------------------------------------6 Lateral Forces---------------------------------------------7 DRAWING TITLE Drawing Location of Test Boring ------------------------------------·1 Summary Sheet: Boring 1 ----------------------------------------------2 Consolidation Curves---------------------------------------· 3 and 4 APPENDICES Unified Soil Classification Chart--------------------------A · Standard Specifications For Placement of Compacted Filled.Ground ------------------------------------AA Sampling, Shear Tests, Consolidation Tests and Expansion Tests--------------------------------------------B BENTON ENGINEERING, INC. ( . APPLIED SOIL MECHANICS -FOUNDATIONS 5540 RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 ESTABLISHED 1956 PHILIP HEN KING BENTON CIVIL ENGINEER NO. 10332 GEOTECHNICAL ENGINEER NO, 138 SOILS INVESTIGATION TELEPHONE (619) 565-1955 FAX(619)565-8719 Introduction This report presents the results of a soils investigation conducted for the proposed office addition planned for the Leucadia County Water District which is located at 1960 La Costa Avenue, Carlsbad, California. It is understood that the addition will be $ingle-story and have wood-frame construction with concrete slabs-on-grade. The footprint of the addition is approximately 39 feet by 42 feet and is located north of the existing office building. The objectives of this investigation ~ere to determine the subsurface • soil conditions and sufficient physical characteristics of the soils so that soil parameters and engineering recommendations could be presented for the design and construction or the proposed foundations. In order to accomplish these objectives, a test boring was drilled. The field and li;iboratory data for this test borfng and the data from our soils report dated October 7, 197Q will be used in order to provide design recommendations. Field Investigation The test boring, 24 inches in diameter, was drilled to 12 feet using a truck-mounted, rotary, bucket-type drill rig. The boring was drilled at the approximate location shown on the attached Drawing 1 entitled "Location of Test Boring." A continuous log of the soils encountered in the boring was recorded by our Registered Geologist at the time of drilling and is { ·,shown in detail on Drawing 2 entitl~H "Summary Sheet.11 -2- The soils were visually classified by our Registered Geologist in accordance with the field identification procedures of the Unified Soil Classification Chart. A simplified description of this classification system is presented i.n Appendix A. Undisturbed samples were obtained at intervals of 2 feet in the soils ahead of the drilling. The drop weight used for driving the sampler into the soils was the "Kelly" bar of the drill rig. T~e drop weight weighed 2218 pounds and the average drop was 12 inches. The general procedures used in field sampling are described under "Sampling" in Appendix B. laboratory Tests . Laboratory tests were performed on a 11 undisturbed samples of the soi 1 s · in orqer to determine the dry density, moisture content, and shearing strength. The soil samples above the ground water level were .sheared under a drained· condition, and the samples recovered below the water level were sheared between membranes in an undrained condition. The test results are prese~ted on Drawing 2. Consolidation tests were performed on representative samples in order to determine the load-settlement characteristics of the soils and !' the results of thesE:i tests are presented graphically on Drawings 3 and 4, each entitled "Consolidation Curves." An expansion test was conducted on a soil sample in order to determine its vertical expansion characteristics with_ change in moisture content • . The test sample was allowed to dry in the air at 105°C for two days, then saturated while confined under a unit load of 500 pounds per square foot. ' The recorded expansion is given below: Boring Sample Depth Percent No. No. in Feet Soil Descrietion Ex(!ansion 1 1 2.0 Clayey Fine to Medium 0.52 Sand Mixed with 30% Fine Sandy Clay -3- Direct shear tests were performed on a soil sample which was remolded to 90 percent of maximum dry density at optimum moisture content per-ASTM D 1557-78. The direct shear tests determine the minimum angle of internal friction and apparent cohesion of the soils. The sample was saturated and drained prior to testing. The test results are as follows: Maximum Angle of Normal Shear Internal Apparent Load Load Friction Cohesion KSF KSF Degrees PSF Boring 1 0.5 0.51 21 320 Bag Sample 1* 1.0 0.65 Depth: l ' -2' 2.0 1.11 * Remolded to 90 percent of maximum dry density at optimum moisture content per ASTM D 1557-78. In order to establish compaction criteria, a representative sample of the fi 11 soils was tested in accordance with ASTM D 1557-78. results are tabulated below: ¼ Maximum Depth Dry 'Boring Sample in De·nsity No. No. Feet Soil Descri eti on PCF .. 1 Bag 1 1 -2 Clayey Fine to 115.7 Medium Sand with 30% Fine Sandy Clay DISCUSSION, CONClUSIONS AND RECOMMENDATIONS Discussion of Soil Strata The test Optimum Moisture Content % drx wt 13.3 Fill soils were encountered to a depth of 9.0 feet at Boring 1. Loose silty fine to medium sand was logged to 0.4 foot and underlain by loose to medium compact clayey fine to medium sand to 5.7 feet. The clayey fine to medium sand was mixed with 30 percent fine sandy clay. Medium compact gravelly slightly silty fine to medium sand was found between 5.7 feet and 7.5 feet, and was underlain by medium compa'ct fine sandy clay to 9.0 feet. Natural, medium firm fine sandy clay was logged between 9.0 feet and 9.7 Per- cent Compac- tion 83.8 -4- feet, and was underlain by clayey fine sand to 11.5 feet and-medium compact fine to medium sand to 12.0 feet, the depth of investigation. Free ground water was observed at a depth of approximately 9.0 feet below the existing ground surface at the time the boring was drilled on January 24, 1991. Conclusions and Reco11111endations The following conclusi-ons and recommendations are professional opinions that are based upon the field· investigation, laboratory test results, and engineering analys.es and calculations. These opinions have been derived in accordance with current standards of practice. No warranty is expressed or jmplied. ·site Grading The 1 oos·e. and loose to medium compact. soi 1 s encountered within the upper subgrade were determined to be unsuitable.in providing building foundation or slab support. It is recommended that the upper 3.0 feet of subgrade be excavated within the footprint of the building plus 5 feet horizontally beyond the perimeter footings. Then the exposed surface should be scarified to a depth of 6 inches, brought to ·optimum moisture content and uniformly compacted to at least 90 percent of maximum dry density. Next, the soils which were removed shall be placed at optimum moisture content in layers not exceeding 6 inches in thickness and shall be uniformly compacted to at least 90 percent of maximum dry density up to the finished grade. It is recommended that all filled ground be placed and.compacted in accordance with the "Standard Specifications For Placement of Compacted Filled Ground" in Appendix AA. All compaction shall be done under continuous engineering inspection with reliable field density tests taken at intervals not to exceed 1.0 foot vertically. All field density tests using the ASTM D 1556-82 method or equivalent, shall verify that the soils are uniformly -5- compacted to a minimum of 90 percent of maximum dry density. Since the addition is planned directly north of the existing building, it is recommended that the removal and recompaction be setback approximately 3 feet from the existing building. It may be assumed that the original grading of the ~ad for the existing building was prepared approximately 5 feet beyond the perime·ter footings. The possible undermining of the existing perimeter footing will be avoided if this setback is used. Fill Soils The on-site nonexpansive or low expansive soils may be used for the compacted filled ground prism. If additional soil is needed to construct the. pad it is recommended that the import soi 1 s conform to the fo 11 owing physical properties: Gradation: Angle of Internal Friction: Apparent Cohesion: Expansion: Maximum Dry Density: 100 percent passing 2-inch sieve. 80 percent passing No. 4 sieve. Not more than 40 percent passing the No. 200 sieve. · Not 1 ess th~n 21 degrees. Not less than 300 pounds per square foot. Not greater than 2.0 percent •. Not less than 115 pounds per cubic foot. Notes: The angle of internal fri-ction and apparent cohesion above are determined in direct shear tests of samples remolded to 90 percent of maximum dry density and saturated and drained. before testing. The expansion is determined by remolding a sample of the soils to 92 percent of maximum dry density at optimum moisture, then air-dried for ·two days, then subjecting the sample to a vertical load of 500 pounds per square. foot and saturating it. the on-site soils and any imported soils, if used, shall consist of sand, silty sand, and clayey sands that are free of trash, debris, vegetation, and other deleterious materials. Foundation Design Continuous footings that are one foot wide and founded one foot below the 1 owe st adjacent compacted fi 11 ed ground surfa_ce may be designed usi.ng an allowable bearing value of 1200 pounds per square foot. Square or round · footings that are 2 feet or wider and founded one foot below the lowest ~ -6- adjacent compacted filled ground surface may also be designed for 1200 pounds. per square foot. The allowable _bearing values given· are for dead plus liye loads and may be increased one-third for combined dead, live, wind, and seismic loads. The estimated settlement of a continuous footing, 1.0 foot wide and founded as recommended above and loaded to 1200 pounds per lineal foot is estimated to be between 1/4 and 3/8 of an inch. The settlement of square footings that are 3.0 feet wide and founded one foot below the lowest final compacted filled ground surface and loaded to 10.~ kips are estimated to be on the order of 3/8 to 1/2 inch • . It is recommended that the footings be continuously reinforced and interconnected with at least one No. 5 bar at 3 inches above the bottom . . of all footings and one No. 5 bar at 1.5 inches below t~e top of the stems of the footings. Concrete Slabs-On-Grade It is recommended that 11 floating11 slabs be used. The slabs shall be separated from perimeter footings and interior footings by a 1/2 inch thickness of construction felt or equivalent to allow independent movement of the slab. Assure complete separation by·extending the construction felt over the thickness of the edge of the slab. A clean gravel layer, 3/4 inch size; of at least 4 inches in thickness, should be placed on the compacted subgrade soils for the interior slabs-on- grade. The gravel layer should be covered with a suitable·moisture vapor barrier which is overlain by a 2-inch thickness of clean sand. The concrete slab-on-grade should be reinforced with nominal No. 3 steel bars in the center of the slab to resist shrinkage or temperature cracking. ' l' I i' ! ' j: '. ,' ~'.;, ' ,:::t ?.':.; .. :~~ ' J, t"~ ' ~-fr~ ,~\{ ' _: ;': '; .. .. , '~: _,,:: ~- , .. \ . " ., ,, '·, ·;, '·, -7- Lateral Forces Resistance to lateral forces may be provided by passive resistance and/or frictional resistance. If passive resistance or frictional resistance 1s· used,. these are provided against footings that are cast directly against compacted filled ground. Passive resistance may be calculated as 200 pounds per cubic foot equivalent fluid press~re for the compacted filled ground. The resistance to sliding friction may be based on a sliding coefficient of 0.26. Passive and sliding resistance may be combined, but it is recommended that the sliding coeffici.ent be reduced to 0.17 when combined with passive soil pressures. Respectfully submitted, BENTON ENGINEERING, INC. Distribution: (5) Leucadia County Water District Attention: · Ms. Joan R. Geiselhart JHB/PHB/jer . l i' I, f I 1. ' Ii Ii p I' . l '-~ . '• .• ' . I·: .. ' ,· .:1 ... ·_'; . . ! . I i' I . I ' : ' . :. ; . , ! . ' . ; t ' . ' : ' . ,· . ! ., . ! .. . . . ' ' ~ •. :,• :,• '. •. I;; ·. : - { . ' ... ' : . ··-: '. ··. i i • .. : 'j .. • • ': J ' . .\ ~-; l • • • • •• ; •• , '. j ., · ·: J.t .• ; . ,~' t \ I . _,·· :.i ::; '::.,1"' I . . . . . ~ ' ! . • ·. ·. :-. ! . ;' . . ' ~ . ,, :~~J ! . .. . :: '. I ' .~ . ' . : : • • • • ~ ,,..:, I ! '~ . : ·:' . ( . ;· ·', :, :., • :-1 • !'. ' • ''•t ' ·' ., ... . --..... ' : • ' t ' •' ,• 1l . . . . : :·, '! : ·LEGEND ' ·'. . :l : . ; ... I I. • •• • I 'i l ~ ! SINDICATES APPROXIMATE LOCATION OF · TEST BORING . . . ,. ' I I . . . . 'I , .' , . ' I i . . ;:·_·: : . . ; •:: 1 ; . . ;i .. ~-: ·.;;.::J II , ... 'I '. . .;_;_ '.'? .. ::. . . . . ., ... : I ' . . : -,' : . ; I I 1 • : • , ' . . . : ~ ! i- . -_ ) ,' -~-. : I I . ' . . : . . . . , ;I , : . ' . . '. ··· ... , .. , :1 : ,: .. · ~· · ! . : .• ·, I ; ! .BE· N.T-0 N .·EN GlN E E. RING,: IN c· ...... :.~-/. ·. :,:/ii: : · ·. :SAN DIEGO, CALIFOR·N'l'A · · · . · · :_,. ··. :I: • ,-_ ... , ... . · .· LOCATiON-OFTEST SOR.ING.:·~-._··· · .. · .. :-·.~ .. t-,:~ ! . _.· · PROPOSED-OFFICE.·BIJILDING ICOITION ..:.<··. ~ \}~·.i 1 LEUCADIA . .CX)UNTY.--WATER'· ·0.1s.-T.RICT-. :._.: .. '..\·:! . ··: ·1960··.LA-'COSTA ·AV=-~uE·· .. · · ..... ·_:,. ~-~,:·.;1 · · CA~1-.S-RAC 1:.-'CALIFO R~ IA: · · · · · · :·: .-:_;,_· P ! .. DRAWN:M.JAC:KSON,· .. .-. ', · .. ··PROJECT.-NO-•.. , •·. ·_D~A~l~G:· ... · _.·_·.;1 ! :, ... DATE =1-25·91 I SCALE :_l".':: ·20' -91---l~-14 A •' , · .. ·' . . ·.-.} :·. ·::·; .· ;.'·:,:,:.ii . : · .. · _ .. :" ...... · ' .. · .··; , ., . :·, _,/_.;\,:· .. : .. ···_., ·. __ · ~:--.~·>_::_··:~:::::..:·,·,:1 I .... ~ .. ~ .. ' ; . ;, \' l r., < . '· ·'.,, l~ :J • ' ) •,,,., , .. ,. . ,.•_,,_ f •• ., : . i.,."• ....... l!)·. z g 5 a) w u Li: LL 0 (!) z ~ X I.I.I ., ' . . ~ .. ., --------. I 1· ,· 1,,, / '. . 'I __.,.....,_ ____ _ -t, ·-~ i:: -~-t I I -¼\ ·1 . I,.+ • I ~ ·9 5 al L&J u LL LL 0 (.!) z .,_ V) ·x I.I.I r t -----. -·-- •,' ·, ''! ., .. , 1.·. ·'11 •, ... , I I I I I I I I I I ' I _I. ... ~ ~ :,•,. .• !',, ""'. I .I I I . I ----,-... ·: 4 1··· .. ,.,., i.. • •• ~ '•·,: \ . ':,/'' / ... ~ . . . . ··~~'-i., ·-, ··•t':J:~:--:-::: •.·.;,, ·•' ... : -~ . ,, ,' -'.\, :,: ,, ._.,.,. '. ·' ·:rr: \ 1:'.• ' / ,.,'I: ''· ' ... ,: .. · •j . j ,l t~· 4,, ;t . ' f, i ~·,,. :~ . '·' • .. A : • .,,·,, .. ~ , .. . . :j I ,11 . ,, . ' ,, . .. -· ,,~ .. f ., ; SUMMARY SHEET BORING N0. ___ 1:...-- .. ltn:-.t-~ Dark Brown Moist Loose SILTY FINE TO I --:1/~t.~· I II II MEDIUM SAND 1~ ffi ~¥.t]Gil'---------------1------------,~~~!; Light Gray Brown,, Loose to ~ ~~~ Medium Compact,, Mixed with _ ~~~ 30% Fine Sandy Clay,, Fe'! -.,_ · .. ?/h~J Small Chunks of Asphalt1c FINECTLAOYMEYEDIUM ..1 ~1~r-~~1 Concrete · -??.~.17,J'--------------1 SAND 4-~"{/.l/f!;. Dark· Gray Brown,, Medi um _ ' · i._,...f,ff-;:~ Compact,, with 20-30% 5-: ~'41i Clay Chunks -ill~~~~ 6..;, · ; ~ ·Gray l,Jrown,, Very Moist -&}ii)&l Medium Compact, 20% Gravel 1-~-.:r----... to 3•,, Mixed with 20S Fine _ · et to Medi tan Sand 8_ Gi) ., :~1. Lig~t Olive,, Very Moist,, [!l . . · Med1 um Compact · ·· · -( Thin Dark Gray-Black 9-w· _ :II Hinhlv Oraanic a~r . - GRAVELLY SLIGHTLY SILTY FINE TO MEDIUM <::ANn FINE SANDY CLAY >-• ... ... -u. Cl) z . w::, g(.) .... >-co a:m a-' 1.·t 12.9 96.9 0.98 83.8 •: 2.2 14.0 113.~ 1.82 2.2 12.1 102.i 0.82 2.2 25.8 83.3 0.66 -© r-o;>::-:._ G!"ay,, Saturated,, Medium 10-· ;~~~_: IF1nn., _ Heroes FINE SANDY CLAY I 1.1 Js.o s2.s o.39 -~~~}~ Gi:ay,, Saturated,,· Medium 11-~!?,;jf." F1nn '",/:~·~-;~ . . Heroes 12-l6) :;.::::~::.: Gray Brown,, Saturated,, !Medium Comnact Stop at 12' 0 Indicates Undisturbed Drive Sample 0 Indicates Loose Bulk Sample CLAYEY FI.NE SAND FINE TO MEDIUM SAND - . BENTON ENGINEERING, INC. I 1.1 21.1 104.< 1.33 DRAWING NO • 2' .. N ________________________________ __,_ _______ _, PRq_JECT NO. 91-l-14A Fill f,I ,U I. : f,I ~ ·, r., ! ' tJ ' ,a ·I.I ::, Cl '.I 1,1,1 -~ z· ID o·· ., II) (/J w z :-,c ~ :c I- IJJ _, a. :E c:( (/) 11. I 0 I-z w 0 0: w Q. :;1! 2· ~ 0 .J 0 (/J .: 0 0 CONSOLlDl~T!ON CU.RVES LOAD :N i<IPS PER SQUME FOOT 0.2 0.4 0.6 O.D 2 4 6 8 10 0 1l1.lllililllllllllllilltlll llll llllltlllll!.tHI Ii 1111.111 111111111 tllllllll ltll !ll!'llll11lijllllillllf I Boring: <D · Sample: 1 "' . r---i--:--'. ,..:... Depth: 2 3 4 5 6 8 i--i\!J -~i-•i--I ~ \ ----.. I -~- . l Boring: -;--_ . ~--Sample: 1 ·1-----.---+---+--+--l--+~ .... f"\""'' '1',J-----+-----+---+--+--1--1 Depth: dL. ~ IL 2A ·J:.-::.-.:.-1----;-----+--+-+-+--+-+------•I ~~-+---+--+-~1---t --i-----------,.._t-1----~t-,..._ _________ , ---...__.~ 3 PROJ~CT. HQ. 91-l-14A .. 0 INDICATES PERCENT CONSOLIDATION .AT FIELD MOISTURE $: INOICAT,ES PERCENT CONSOLIDATION AFTER SATURATION. ~[;N_TON ENGINEEfilNG., INC •. I I I I 1 1 2' 1 3 6' 16 ,J IJ tj :., 1,11 1 I,. GI ~ 1111 J ' C :, 0 J iU J j Id IJ :, GI l ~' II{, z Gl 0 .,_ l" I CURVES I L:JAO IN 1:.1ps 0 ER SQUARE: FOOT ,, ·" 0 1 02 r= Tl 11 1,11 1111 ilt!.llli illil i I l 1 ! 11 I fl 111111 ill lilllll11 1111 1111 I I : OA 0.6 0.8 2 ; " ,, 2 ' -'-t----,, "! ---'----....... ,~ ! 3 4 5 cn 1/l 6 w z :,:: (J :c (~ a 1~ . .-: I " ; ... ----+--.. . ,r-~ ~-~ l -----~i----,-7 w . ..J 0. ~ <t en lL. 0 ,-z IJJ u a:: w a. I z ·o I-. "-( 9 . ...J .o ' "' z 0 u ' PROJECT HQ •. 91-1-14A . 0 INDICATES PERCENT CONSOLIDATION AT FIELD MOISTURE. •.. INDICATES PERCENT CONSOLIDATION AFTER SATURATION·· BENTON, ·ENGINEERING. INC. 6 lfTI a 10 !llHlfJi!lllll I I I l I Bori.ng: 1 Sample: 4 Depth: 8' " .. DRAWING NO. 4 ' 16 Unified Soll Classification Field lacntinc:auon P<OCC<111-(&cl11d~'pank:lcs larser tlWl 3 ill. and bulna lractlou OIi estimated wciahu> .: 0 D l,!c, tc • :! .. ,... Wide ranse in sraiD size and IUbstaatial ainountS ot all lnicrmcdiate paniclc siJa ,, :;:::;: .. • a GW Typical Na- Well sraded sra-.ds, sra'OCl- aand mixlllrCI, Jiltlc or DO lines ~~s • •:I u--1 =-=ta · 'o S I! = .!! = l'redominutly one size or a n111eohizcs GI' Poody anded sra,cls, sra>CJ- .!! = :;.!! J {J""' 1'rilh IODIC latcrmecliatc ages missial IIIUldmiXlll.U,litllcoq1011Des :-=:;.: ~i . ' .!:".. · 0 :;" 0 E• -S .!!._ Nonplutic 6nes cror ldc:all6cation pro-GM Silty sraYds. ~ly anded -~ ·: S Z II I! 'i 'li o ccdllrt:S ICC ML below> sra'ld-sand-lllt mllltur;a ~"5; t ei "-:-! -si}ii . : 0.iU V ,2~ C1' >c:ca.la "'E-;;"" ,.._ -• :! "'E .., 0 ~ -o 0 :!.• !'co • !!Z • I ~=~ : .-:J I . ":' ~ £ -~ ; ,; 0 Wide ,,....., in iuaia sizes and 111bstantial i: C r:: ~ I C ': -C C: lfflOWlll a( aJI intcnaediatc particle !~.!-= =~ ca :t;i aiza u:--;: B:s 5.!t CoC Plastic Anes Uor ldcatilicalion proccd-, ICC CL below) GC SW Clayey sravels. poorly sradcd sravcl-sand-clay JDixtllrt:S Well srtdcd IU!dl, 1ravclly sands, little Ot DO lincl --to _ _,_ :: :s:c ~ to]! .; 0 'i; : .!! ;; u = Predominantly one size or a ranac or sizes SI' Poorly J<raded sands. 1rs¥Clly IDJonnaliaft Requinod foe I>cacrlbinl ~Is . Give typical name: indic:ate a~ proximate pcrccntaaes or sand and sr&ffl: maximum size: an,wari17. surfac:c: conditioa, and hard,_ or tbc coarse sraias: local or scololic name and olhcr pertinent descriptive Information; and symbols la parcnlhcscs " For undisturbed soils add informa-tion on ltrstific:ation. deina or compact-, ccmcnuation. ma1st11re conditions and drsinaae cbarac:lcrislics Ezample: .S -:: ; :S e t ! i .., with some in1crmcd1a1c sizes miu1u sands, lilUe or no fines ~a er..:::::• I . -. I ;i J-;; ~ i ,s z 'o Nonplutic lines (for ldcatiDcatioa pro-SM Silty sands, poorly srsded sand- Silt_-,""""· sraYClly: about 20¾ hard. anaular ... ,,,., panic:Jcs l-in. 111u1m11m size: rounded and 111ban111tar sand lrains coarse to line. about IS¾ non• ·plastic: lines with low dry s1ren1tth: well compacted and moisi in place: al111wial sand; (SM) = ;.g~ ~ i :-a c£"::' ccdurcs.scc.··ML below) silt mixtures E -~ J.I. "'Cu:,~ I .: ~.::: -· 'i == g; ~"' Plutic lines <ror ldentllication procedures, Clayey sands, poorly· araded ! :H 'o ; c.S I i .!! : • -• C E t• -.: Laboratory Clullkatice CrllCria Du CC' -D Greater 1baa 4 1,~2 Cc--~ Bel-1ud3 Notmeetinlall andalioa nqnirema11s for GIP' 0 •& ~ -= !-t, !' AU-erbcra limits below I Above -A" line 1 C =~"')" • -A" line, or 1'I lea witb 1'/ betweca " :I ~":~:i!J lhan4 4 and 7 ~re ~ 1 ~ :;..,.., : E' AttcrbcrS limits above bo"'4:rliM c:ascs e ·• t::.~.,;\j.S~ .. A"line.widll"l requ,nna 11'!1, ot § i :: auu 't-; srcatcr than, dual symbols 5 • 1S1~--=~.g :!! ! 'o-= i;~ ,! C • D11 Greater l1laa' ~ o "'e r D11 " ... tz:>a.)I c: II ~I Cc•---Jlet-tand3 t ! ;i li ~ · D10 >c D11 1 C I: O)CN =-I 1.;.,.. ;,: ! K. !i =-=~ • l ~ i: ; g Allerbcra limits below Aboff -A-line ; E:!li-! !.§~ .. A.•Jincorr11ess1baA with l'I bctv.eca 2 t; K,8...,""'"' 5 4 and 7 are .2 .; ,. ., " 1 . ..__10 bonkrlinr cascil _ Q Q Aller~ 11111\S. '"' W req11inna· UIC of i "A line wilb 1'1 dual symbols Not JDCCtina all arsdatioD rcquircmcau ror .SW ': _ "' ~ • ICC CZ. below) SC sand-clay mixtures --= · f · ._. · · s· s I .8 Identification Procedures on ~ctton .. maller uw, No. Ml ,cve izc .,: sra,1cr than 1 -5 . . . .!: • C .I ~ ! E -;; I-::~ ,Dry Strcnsth ccrushln1 character• Jsdcs> Dilata!IC)' lrcaction 10 sbatina) Tou,hncss (consistency" aca~~tlc: lnoraanic silts· and· ve!Y fine Givelypicalname: indicatedeirrce ~ i: :! .5 60 t--ConiDlrin1" soiis it eoual liquid limit 50t-. . . )( '-i~~ .. __ . ".E-c --•. !~= None lo sl11ht Quick 10 slow ML ·I· sands. rock flqur,. silty. or and character or plulicity, · clayey line ·san~s w11h sbcht amount and maximum size or :None !· i! 40 lr'"'IMISS'aiiHr; suuiui ilicruu ·-with .......... IIIUllatJ inclu=t==l'.lj ,,. ... ~-!t 0 .,c.i., z •. r:r-. plasticity · coarse 1rains: colour in WCI :, .. i £:' 30 I I I I . -:r;-. u ~ Eg t: ~=~ lnor1tanic· clays or low to condition. «>dour ir an.7, local or Medium la None to Med"wa CL med,wn plasticity, 1ravelly 1eolo1tic name, and other pcni-.S:! i::20 Zi: ,._N - ft~ C. .E~; hiib· very 110-.· 1 • clays. sandy clay$, silty cbys, nent descr,puvi: inlormauon, lean ·clays and lymbol 1n parcn1hcscs = ! OH .. IIH SliClrt 10 S . Oriranic· silts and orpnic sill• . • . • 11.c• -s-s medium Slow hr.hi OL clavs or low plasticity For "!"1isturbed ~oils add '!'ror-1------------i-------i------l--'----I , · . . , . mauon on structure, strat1fica• lnorJEanic sdlS. m1caccous or &ion. consi~tcncv in undisturbed II ::, 10~1 -MIia 0 Ill; QL: .. Ill f! 0 :i! s-~; -E.c "=-°i:E t~ ·=ii ., ::ru ==• "' Hi1<hly Or1tanic Soils Sli&ht 1o medium Hilh lo Ye'"l_ hi&h Slow to none None Sliptt to medium Hiah Medium .10 I None 10 ·~1-sli1hl to high \'cry slow ·mediwn ·Jlcadily Identified by colour, odour, sponay feel and frequently by librous -texture MH CH OH l't d1atomaceous ~ne sandy or and remoulded. states. moisture silty soils. elastic silts and dra1naae conditions 1_nu~T~;.iiat!~~ or hiah p1u- Orjanic clays of mcd111m to h1ah plasticity Peat and other highly 011:anic soils E.xamplc: Cio:,q sllt, brown: slightly plastic: small pcrccnta~c or line sand; numerous vertical root holes: firm and dry in place: locss: <ML) 0 10 20 30 40 50 60 70 80 90 100 Uquid limit Piasticity chart for laboratory classification of fine grained soils a Boundar_,. classlficotio,u. Soils posscssinlt characteristics or two 1roups arc dcsianated by combinations or aroup symbob. For Cllample CW-GC, well 1traded arsvel-sand mixture •ltb clay binder. b All s,cve sazes on this chart arc U.S. standard. _ Firld ldtntlfictitlan l'ractdurt Jar Fint Grained Soils or Froctia,u These procedures arc to be: performed on the minus No • .CO sieve size paniclcs. approxunately i;,, in. For field ctassilication purposes. scn:eninc is not i.'1tended, simply remove by hand the coarse particles !bat intcncrc with the: tests. Dllatancy (Reaction to ·st,altiaa>: • _ _ Dry Sirtntrtli (Crushin1t characteristics): • Tal/1fhnt:t:t (Consistency near plastic: limit): • . • After rcmovin1< partieles lar1ter than No • .CO sieve 11:r.c, prepare a pat or After rcmov1n1 particles laracr than No. 40 sieve sl:r.c. mould a pat or soil After removin& particles laracr than tbe No. 40 sieve 11:r.c, a specimen or moist soil with a volume of about one-half cubic: 1nc:h. Add cno111h 10 the consistency or.puny. addin1 water If necessary. Allow the pat to soil about one-halC inch cube In size. is moulded to the consi11cnc:y or •·a1er I( necessarv to make the soil soft but not lticlcy. drv compleietv bv oven. 111n or air drvin1, and then test Its strcnath by puuv. I( too dry, water must be added and If sticky, the specimen Place the pat 1n the0opcn palm or one hand and shake bori~ntally, s1rikin1 bn:akinii and crwnblil_lJ between the bnRcrs. This strenath is a measure should be spread out in a thta layer a,ad allowed ta lose some moisture vi1<orouslv aaainst lbe olber hand several_ times. A positive reaction or the character and quantity or the colloidal fraction contained in the: by evaporation. Then the specimen is rollc4 out by hand on a smooth consists or the appearance of water on the surface or the pat whicb soil. The dry s1rcn111h increases With increasin1 plasticity, · surface or bc:twecn the palms into a thread about one-eiabt inch in chan,es to a livery consistency and becomes liossy. When the sample Hiah dry 11rcn1tth is characteristic for clays or the CH 1roup. A typical diameter. The thread is then folded and re-rolled repeatedly. Durinc is sq11cezcd-t,c1ween the fin11ers, the water and Jloss disappear Crom the inor11anic sill possesses only very 1li11ht dry strenl[lb. Silty line sands this manipulation the moisture content is 1radually reduced and the surface. the pal stitrens and finally it cracks or c:rwnbles. The rapidity and silts have about the same sli1tht dry strcnllh. but can bcdistin111ished specimen 11itrcns, finally loses ill plasticity, and crumbles when Ille ,:,f appearance or water durins shakin1 and or its disappcaranc:c: d11ri111 by the feel when powderine the dried specimen. Fine sand feels s:illy plutic: limit is reached. squeczin1 assist in identiryine the c:harac:ter or the lines in a soil. whereas a typical sill has the smooth feel or ftolll'. After the thread crumbles. the pieces should be: lumped 101ethcr and a Very line clean sands 1ivc the quickest and most distinct reaction whereas sliaht kneadin11 action continued until the lump crumbles. a plastic: clay hu no reaction. Jnoraanic: &1111, 111eb u a typical rock Tbc 10111her the thread near the plastic limit and the 11itrcr lbe lump whe11 Gour, sbow a moderately quick rc:ac:tion. It finally cNmbles, the more potent is the coUoidal clay traction ill Ille soil. Weakness or lbe thread at the plastic limit and quick laa al cohen:nc:c: of the lump bc:low the plastic: limit Indicate either lnorsanie clay or low plasticity. or materials sueb u kaolin-type clays and or1anic clays which OCCllr bc:low the A•liae. Hiahly oraaruc clays have a very weak and sponay feel. al the plutlc: limit. IIIIM'I~ > ~ ~ t:t:j z t:j ~ >< > PHILIP HEN KING BENTON CIVIL ENGINEER NO. 10332 GEOTECHNICAL ENG_INEER NO. 138 , --------·--·-- BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 5540 RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 ESTABLISHED 1956 -----------·--· ···---APPENDIX M STANDARD SPECIFICATIONS-FOR PLACEMENT OF COMPACTED FILLED GROUND TELEPHONE (619) 565-1955 FAX(619)565-8719 -----··•· F•-·-·-· --•••••-• 1~ General Description.-The objective is to assure unifonnity and adequate internal strength in filled ground by proven engineering procedures and tests so that the proposed structures may be safely supported. The procedures include the clearing and grubbing, removal of existing structures, preparation of land to be filled, filling of the land, the spreading, and compaction of the filled areas to confonn with the lines, grades, and slopes as shown on the accepted plans. The re~oomendations contained in the preliminary Soils Investigation report for this site and/or in the attached special provisions are a part of these specifications and shall supersede the provisions contained hereinafter in the case of a conflict. The;owner shall employ a qualified soils engineer to inspect and test the filled ground as placed to verify the unifonnity of compaction of filled ground to the specified 90 percent of maximum dry density. The grading contractor shall have the responsibility of- notifying the soils engineer 48 hours or more in advance of the start of any clearing or site preparation so that the soils engineer and/or his field representative will be able ~o schedule the manpower for the required 1nspections. The soils engineer shall advise the owner and grading contractor inmediately if any unsatisfactory conditions are observed to exist and shall have the authority to reject the compacted filled ground until such time that corrective measures are taken necessary to comply with the specifications. It shall be.the sole responsibility of the grading contractor to achieve the specified degree of compaction. · No deviation from these specifications will be allowed, except if amended by-written instructions signed by the responsible soils engineer. 2. Clearing, Grubbing, and Preparing Areas to be Filled (a) All brush, vegetation and any rubbish shall be removed, piled and disposed of either off site in a legal disposal pit or in a specified pennanent approved landscape area so as to leave the areas to be filled for approved structural support free of vegetation and debris. Any soft, swampy or otherwise unsuitable areas shall be corrected by draining or removal~ or both. (b') All loose fill, topsoil, alluvial deposits or other unsatisfactory soil shall be removed to the limits detennined by the soils engineer. Subdrainage systems shall be installed in the bottom of all canyon areas and in areas whenever ground water conditions are likely to develop beneath the compacted fill soils. (8/27/87) I . APPENDIX M -2- .(c) The natural ground which is detennined to be satisfactory for the support of the filled ground shall then be plowed or scarified to a depth of at least six inches (6•), and until the surface is free from ruts, hunnocks, or other uneven features which would tend to prevent unifonn compaction by the equipment to be used. (d) Where fills are made on hillsides or exposed slope areas, greater than 10 percent, horizontal benches shall be cut into finn undisturbed natural ground in order to provide both lateral and vertical stability. This is to provide a horizontal base so that each layer is placed and compacted on a horizontal plane. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed naturat ground at the elevation of the design toe stake placed at the natural angle of repose or design slope. Offset stakes shall be provided to leave in as reference stakes for the construction of the filled ground slopes. The soils engineer shall detennine the width and frequency of all succeeding benches which will vary with the soil conditions and the steepness ~~~-~ (e) After the natural ground has been prepared, it shall then be. brought to a moisture content at a few percent above optimum moisture and compacted to not less than ninety (90S) percent of maximum density in accordance with ASTM D 1557-78 method that uses 25 blows of a 10 pound rarrmer falling from 18 inches on each of 5 layers in a 4-inch diameter cylindrical mold of a I/30th cubic foot volume. 3. Fill Materials and Special Requirements -. The fill soils shall consist of select materials so graded that at least 40 percent of the material passes a No. 4 sieve. This may be obtained from the excavation of banks, borrow pits or any other approved· sources and by mixing soils from one or more sources. The material used shall be free from vegetable matter, and other deleterious substances, and shall not contain rocks, or lumps, or cobbles of greater than 8 inches in diameter. If excessive vegetation, larger diameter cobbles, rocks and boulders, or soils with inadequate strength or other unacceptable physical characteristics are encountered, these shall be disposed of in waste areas as shown on the plans or as · directed by the soils engineer. If, during· grading operations, soils not encountered and tested in the ·preliminary investigation are found, tests on these soils shall be perfonned-to detennine their physical characteristics. Any special treatment reco11111ended in the preliminary or subsequent soil reports.not covered herein shall become an addendum to these specifications. The testing and specifications for the compaction of subgrade, subbase, .and .base materials for roads, st~ets, highways, or other public property or rights-of-way shall ·be in accordance. with those of the governmental agency having jurisdiction. (8/27/87) BENTQN ENGINEERl~G. INC, 'APPENDIX AA -3- 4. ,~Placing, Spreading, and Compacting Fill Materials (a) For mass grading, suitable fill material shall be placed i.n loose layers, moistened to_i to 4 percent above optimum moisture content, and which, when compacted, shall not exceed six inches (6•). Each layer shall be spread evenly and shall be thorougly mixed during the spreading to ensure unifonnity of material and moisture in each layer. (b) For compacted filled ground placed and compacted for subgrade support, for base and pavement under roadways and parking areas, the 6-inch thick layers of compacted filled ground to be placed and compacted within the upper 2 feet of finished grade shall be moistened to optimum moisture content, based on the ASTM D 1557-78 method and each layer shall be compacted to at least either 90 or 95 percent of maximum dry density as specified in the accompanying soils investigation report or specific project specifications, or as specified by the governmental agency. · .• (c) When the moisture content of ~he fill material is below that specified by the soils engineer, water shall be added until the moisture content is at the moisture as specified by the soils engineer to assure ·thorough bonding and unifonn densification during the compacting process. (d) When the misture content of the ·fill material is above that specified by the soils engineer; the fill material shall be aerated by blading and scarifying or other satisfactory methods until the_rooisture content is at the moisture as specified by the soils engineer. {e) After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than ninety (90%) percent of maximum density in accordance with ASTM D 1557-78 method as·described . in 2(e) above. Compaction shall .be accomplished with sheepsfoot rollers, multiple-wheel pneumatic-tired rollers, or other_~pproved ·types of compaction equipment, such as vibratory equipment that is specially designed for certain soil types. · Rollers shall be of such design that they will be able to compact the fill material to th~ specified density. 'Rolling shall be· accomplished while the fill material is at the specified rooi-sture content. Rolling of each layer shall be continuous over i'ts enti-re area and the roller shall make sufficient trips to ensure that the desired density has been atta·ined. The entire areas to be filled shall' be compacted. · · (f) Fill slopes shall be compacted by means of sheeJ>sfoot rollers or other suitable equipment. The sloping surface shall be cat-tracked daily while the fill soils are still at field rooisture conditions, 2 to 4 percent above optimum. ·compacting operations shall be continued ·until materials within the outer 1.5 feet are unifonnly compacted to 85 percent of maximum dry density or greater, unless (8/27/87) BENTON ENGiNEEfUNG, INC, I l (g) APPENDIX M "".~. a different relative degree of ·compaction is specified by the local governing agency. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of 3 to 5 feet in elevation gain or by other methods producing satis- factory results. · Field density tests shall be taken by the soils engineer for approximately.each foot ·in elevation gain after compaction, but not to exceed two feet in vertical height between tests. Field density tests may be taken at intervals of 6 inches in elevation gain if required by the soils engineer. The location of the tests . in plan shall be so spaced to give the best possible coverage and sh~ll be taken no farther apart than 100 feet. Tests shall be taken on comer and terrace lots for each two feet in-elevation gain. The soils engineer will take additional tests as considered necessary to check on the unifonnity of compaction of the exposed slope areas as well as in the building prism areas. Where sheepsfoot rollers are used, the tests shall be taken in the compacted material below the disturbed surface. No additional layers of fill shall be spread ~ntil the field density tes~s indicate that the specified density has been attained. {h) The fill operation shall be continued in six inch {6") compacted layers as specified above, until the fill has been brought to the finished slopes and grades as shown on the accepted plans. ~-Inspection -Sufficient inspection by the soils engineer shall be, maintained during the filling and. compacting· operations so that the $pecified inspection and field density tests can be reported to the governmental· agencies upon the completion of grading. 6. Seasonal Limits -No fill ·!material shall be place<J, spread, or rolled if weather conditions increase the moisture content above pennissible limits. When the work is interrupted by rain, fill operations shall not be resumed-until field tests by the soils engineer indicate that · the moisture content and density of the fill-are as previously specifi"ed. 7 •. All recomendations presented in the "Conclusions• section of the · attached (preliminary) soils report are a part of these .specifications. (8/27/87) BENTON ENGINEERING, INC, PHll,.IP HENKING BENTON CIVIi, ENGINEER NO. 10332 GEOTECHNICAL ENGINEER NO, 139 Sampling BENTON E:NGINEERING, INC. ' ' APPLIED SOIL MECHANICS-FOUNDATIONS 5540 RUFFIN ROAD SAN DIEGO, CALIFORNIA 9~123 . ESTABLISHED 1956 APPENDIX B TELEPHONE(619)565-1955 -· FAX(619)565-8719 The undisturbed soil samples are obtained by forcing a special sampling tube into the undisturbed soils at the bottom of the boring at frequent intervals below the ground surface. The sampling tube consists of a steel barrel 3.0 inches outside diameter, -with a special cutting tip on one end and a double-ball valve on the other and with a lining of twelve thin brass rings, each one·inch long by 2.42 inches inside diameter. The sampler, connected to a twelve inch long waste barrel, is either pushed or driven approximately 18 inches into the soil and a six-inch section of the center portion of the sample is taken for laboratory tests, the soi.l being still confined in the brass· rings, after extraction from the sampler tube. The samples are taken to the laboratory in close-fitting waterproof containers in order to retain the field moisture until conipletion of the tests. The driving energy is· calculated as the average energy in foqt-kips required to force the sampling tube through one foot of soil at the depth at which the sample is obtained. Shear Tests Th~ shear tests are run using a direct.shear machine of the strain control type in which th~ rate of deformation is approximate.ly 0.05 -inch per minute. The machine is so designed that the tests are made without removing the samples from the brass liner rings in which they are secured. Each sample is sheared under a normal load equivalent to. the weight of the soil above ·the point of sampling •. In some instances, samples are sheared unc.fer various normal loads in order to obtain the internal angle of friction and cohesion. ~here considered necessary, samples are saturated and drained before shearing .in order to.simulate extreme field moisture conditions. Consolidation Tests The apparatus used for the consolidation _tests ·is designed to re·ceive one of the one-inch high rings of soil as it comes from the ·field. Loads are applied in several increments to the upper surface of the test specimen and the resulting deformations are recorded at se-lected time intervals for each increment. ·G·enerally, each increment of load is maintained on the sample until the _rate of deformati.on is equal to or less than 1/10000 inch per hour. Porous stones are placed in co~tact with the top and bottom of each specimen to permit the ready addition_ or release ·of water. · Expansion Tests · 0ne~inch high samples confined ·1n th~ ·brass rings are permitted to air dry at 105° F for at least 48 hours prior to placing into the expansion apparatus. A unit load of S0Q pounds per s·quare foot is then applied to the upper porous stone in contact with the top of each sample. Water is permitted to contact both the top and bottom-of each sample through-porous stones. Continuous observ~tions are made until downward movement stops~ The~di~l·'reading.·ts recorded and expansion·is recorded until the rate of upward movement is less than 1/10000 inch per hour. · Certific:ate _of C.ompliance (P.art. 1 of 2). Periormance Reouire(nen;? C F-·1 8 Oocuri\oniaoon ,\uu-.ouFinn · 1 olophono Prfnefpd 0.-lon,w, The propos~d buildln9 wUI bo in subslall~al complia~. wi~ Iha C'.'1ilomia Builonb Enorgy. Effidoncy Standards provid~ It IS b_ulft ao::orong 10 the plans al)d,spoc1fications il/\d providod !',11\!ro 1mprov'!m.ents, aro complete_d accorang lo lho roquiromoots indicated ~ this Conlb.10 ol Comphanoe. Tho plans and spocifications havo "boon prepa,o~ to iocludo all significant onorgy consorvation .loatvros roq.,i~. tor compha/\co with the Standards. Building areas lhat aro uncona1>0nod anc:V0< nor subjecc to Ll-ie. scandards are indicatod on the . plans, :· .. rO( Enlorcemont Age<'.C'/ Use Cnr! 0utlding P'onn11 Numoo, Plan Chocked By F1old Ch'ackea By·· Approved By Enotgy Analy:11. _Tho energy porlonnMO! ana1ysis summanzea !>olow was porlonned using an approved CEC caicu1a11on ::lemoa. ·,11::i CC:C apptovod fixed and resrrictod ongineenng moues lor Ille app11cab1e ::1ima1e zono and occupancy type, 3/"ld using an 2!loroona1e reoreser.iauon of builong zoning Md physical conliguraocn. · All s1onilican1 energy conse ·on lealuros aro listed.below. o< o an anacheo-supp1emen1. .%~ -~~ 1',;,g/p " " · 19nabJre . . a1e .;,-:,.t 6~-1.l-Je.. r;., CA Mt'l?t:::t..t..-~1iiilo I , , -KJM Assoc 1A-ce;s : Conornl . Reference · ·1 Uncondilionod or Mulli-ronant shell? '. • ,J -· 2 · CEC Occupancy Type • . • • -.1?.ffl C.£, ~b W · 3 UBC 0cc, Group/Divisio(l ·•. • . · 1¥-'~ 'l. · ' R lse · · ,icr·z · -, · _Ownar, ·.·The ··energy conservation·. !oatures and · perlonnance : imalo one • • • • •· • • • -~-_ _, __ ._ s~fications indicaied-on lhis document' and '·on · tho plans. and . 5 Conditioned Floor Area •••• Pt. AJJ'C? .. I~ 8> 0 st ·spoaficalions • shall-.apply to -lutuni:--alteralions;--vrilc's.r·compli~-i,-·-·0 --c,n·eondiucnect Floor Area • • . I . . ..@-I · demonstratod anew and a new Cenfficare ol Compliance is submitted A . · ·, • ,;__:f__ . s .. coby ol this Certifi~le will be r_etained an~ .ti:ansmilled. 10 {ulllro Ion~~. 7 Budget Taole (Ir. Standards) • -2" 23 ~ SU s~q_uent.owners O(O~ers w1_1h re.spons!~dlly to, making lffip(OVemon,ts : O All. Ene,o,· audget {WS-tA) t.i."$-IA ·JA r_ . k81Ui ,. or mod1fica11ons lo the bvitang. II this cert11icate is lost a new Col'lilicato -· • .. --.. • .::t.!2_ 5 yr may bo reCjUiO!d before· a permit is issued for alloraoo~s. Unconditionod 9. Cale.Method CEC Cod!YDace ' c;fQ·1,.0 .11reas aro indicated on the plans and, ii these.areas are conditionod in lhe 10 M Iii r ·1 ,/'I., I ., r -;l 7 lvtu~,.lhey must be made 10 comply v,-irh lho applicablo energy standards u Pier • • • • • · • • • • • ----1• u. '-c:t ." • . lhon tn elloct. • ·. . . 11 Calculated Energy l!se • ___ 3S. 1 k9i\!/sl,yr ·~· /J. LI · _ / { 1 · Eovalopo Ro-quiro;men!:s --···:· 'h'L K. /2,h4~~~. ,<:u {') I 1c 12 A R , c.. ,,,. ,,,,,,, 11. -21 fona1uro , .. . aro . , . · VOfaga oo / 01hng Rr • _,c.-:::..Lr_-.;''-':::.. _·1,__.,_,_._~_,_,__ h-F-sft!3tu -·· . .JOA\--J g, ($@19f;l.AAR:7i Me,NA~ : 13 "Avorago Extari?' Fioor Rt •• ·-J--· ·t-l/A h,F,sV9tu Name/f1do · . '14 Avorago Ooaquo Wall Rt • • , _f__ n:63 h·r-s1191u· ;;: 0 nk 1 ~~y)CAr21ACOJN"'f".IWA."T""'cll-Ol~C.-r 15 Ghu:lngAreain\Vall. · ••• !P~AN~ 1..f!>E> .s! .., _ 1/q~ t,:.A ~ A"'-/. 16 Average SC (Wall glazing) •• C.f ,1.,. , 11 . Address -. · 17 Glazing Area in Roof • . • • • Pi.-A ... ,s _tl~ sf .... ~....e-AO,CA. ql'J~ 10 A SC'(A I I . ·'IA C1ty/Sta1e/Z1p . , ~ . vorago oo g a:zing) •. __,_l'l~'-'- Ughtlng Ro-qu1romenls 7 Enlorcomonl Agoncy. Tho P.r~posed buildin9. and ll!turo alloralions'will · comply with tho Calilomia Building Energy Eff1cioncy Standards, ,provided lvtvre alrorations mll"Gl tho toquirements indicacod on this Conifica10 311d .. all applica,ble mandatory measures, as long as d~o building oco.1p311cy typo remains unchanged. -" . S19na1uro ·oa10 Namo/l~~e. .... gency Adel-ass ,t!11y1S1ato/Z1p 19 Allowod W:>olo 08uilding LPD • (E:l(t0~r<I 20 Allowed C.::mmon Areas '-:PO • * 2·1 Allo".'ed Tenant Space LPO •• 22 Package 1.Jghting Reduction : ' · ~3 . Lighting Controls Aoquirod? • .. __ _ J.!ech•nlcal Roqulramonl:s, 24 System TY,po • • • • • -t., 0 wans:s1 -wan.s.'sl ....:b.fL war.sis I -wa!t5'sl J.L_ (YII:') f'tJt-1 ("s 2~· Unit F.an Powe, .. ·. . ._ wans/~tn . 26 Aalod Cooli~g El/icioncy • .• • ~-Cl MrtJ _.,_(units) 27 Ralod Cooling Capacity ., •• et!~roRJ1 ______ 1umts)' 28 Rated Heating Ellicioncy ••. ~F:t. Ml~ . __:.-1u1111Sj 29 Rated Hoaong Caoaciir,· ... rtRi::'~Rn . _1umts) 30 Economi:zor cooling? • • . • b} N fYtNI 31 CF-IX Anachedi. • • N · (YIN) :SE.A;. H~f> ANAL y~ I~ C·ertificate of Compliance (Pan,2.or 2) Pariormance Reauiremem~ C F-·1.8 ~°' Enl°'cament Agenc1 Uso Ouy RI~ E;: . Plan Ctio~ed ay O:ue Note, U,oro than· one Pan 2 may bo submi~: but l\11 mu.st rel~nco lho same Part I. Tho porson resoons,ble lor dei19n C!)mpliance loi each major builang systom a:know!Odg~ Iha following eomp,anca sl3temenl by signing tho appropria10 space bolow. • . · · • C4mpl11nee s,.,.;.,ef'II. The propo~~J§i~g iml)(OVomen·tS 'substantia!iy comply wiih: Iha requirements in<ll~led 0~ 'the Ceru/icato ol <::ompliallco tor itiis builong, dated . ~ Cf i . ma pl3/\s ~ spociliea110ns incluoo lho signilic:1n1 energy conservaoon leatvres and llie compianc1J documfnt:1ti0t, 1s COO$is111n1 1 .lllo pans and·spociiic:uions.. . • . · · · . . 0 ' I II • • • ••' • 1• o • • • • • I ~ •. o, ..,..., _____________________________________ .....:. __ ..,_ ____ _ Enyelope A\fowed Avora~ Roof/Ceiling R1 • , • f -f, 31 2 Avorago Extorior F.loor ft1 .• ._bl~ 3 ~\'11ra99 Opaquo Wall At: • 11,D3_ 4 ·. Gla.xingAroain\'/all •. , • ·• :Z.P;>f? 5 : Averago SC (Wall) • • • • · • 11 · 6 · Ghuing Aroa1n Roof,· , • , N / A 7 •• 'Average sb (~oof): • ; • · NIA . ., • I oihar. ~iroment;s: · Prdpoud 11, '3 I J.JIA 11 ;t,:r · Z·9e, ,"71. tJ/A '/ r:J A. i Rt:.PtJc::.11oi-.1 riJ ~i,1,,:z: .. ,t-1~ e>r ,. sf sf e.x i ~ 1' 1 1-1 ai' · s H i:.i.. L (of?.: r M fl{(!)\/~~~ 1 stt t,p .. 3 t-lAt..t;: A·~se::HBt.Y 'Lighting B . Basis, ol Allowed LPO • • . · . ·:. . Allowed Propoud g.; LPO • • • • ~ .... : .••• -Z., 0 • : 10 : ·P;ckago Lighting Boductiori -· • . ·· 11 · A~usl9d LPO ; . • • • · • • ; '.2, t? : _L_f,1. ,-12 Lighting Control Crecits? : , •. • • • , .• ~ ' Cthor rnquiro'!'ents: : . . , . . . . · ·' ·, I• . . ··Mechanical )\llowod . :13 Unit Fan.Power .-·• hC: Aa!Qd Co::iling EHiciency : • . · ... --- 15 Aa:od Cooling C:ipaclry ·; ·--- .• 16 RalOd Heating Elfidoncy • • __ -__ . 17 · R~~ Heating Capacity ....... · _-,..._ 1e Ecxinomizer cooling? ••• _..,_N"'-- . 19 • Sim~lb,;.QUs hoatlcool?\ · ._·_1-..J~- t?ropbU<f ·.--· Ol~i' ,aquiremeot:S: . . . . 5·~~---HA-P ·Ai-.IAt..Y·srs EEM Form Re-1ised Sop1ombe, 19~ wans/sf watts/sl wans/sf (YIN) wans/5=lm __ . _(units) _._(units) __._:units) _·_(units) . !YIN)' (YIN) . Da111 .. .. ·.· .. Entor~!Jlont Agen!=Y ()ate t .• Company • ' J, . ~e2-t1-6. e,.,z.i-.J!A f<..~ · 2tJO • Adoross • · · . $AN. 01e,610 ·. CA .. 9i.f1! ·. C,iyis~e7Z,p\ . · J _ . 6, I 91 ~@t; ~. <, 'l:1 Z:. . r-1, -z.c, o 1 ~ 1e1epfi ,o, Cal. License No . .. .. En1~rcomon1 Agency · Oa1e P:ige __ o! .. ,. '• !• i ; .. . , =· ::. ., ,I · .... .. ·7·. --~.-· }· ···'-"'"""'"-' ....... .._,.....,, """'' . .....,_ ...... .....,, . 1v1r-1 01 ~{. Ao.i?r(~ot-\ . F0< EnfO("C()ment Agenr:1 Use C-:-.:1 Plan Ch~l<&d By Oa:e This Chocl<Ji:st is ·applic:Lblo to both Firs1 :l{ld ~nd° Gonoraoon Nonros1oon1ial Standards Compliance. Envelope Measures .. ( I · Certified.insulation ma.tarials per 2·5;311(a) • . ·I I Insulation installed to meet Aama s~ad and smoke density raquiroments.o/ 2-531 i(b) •••••••.• . . :.. . ,: ( ) .. Urea formaldehyde l_oam insulation is installed per 2-5311(c) ••••••••• : : •.•• RelerooQJ in Conscruction Documents . --~ AZtk(; ·:,0.4'¼, Re1a;u,ce 11 Cor.s::ucoo, C,c,:uments ( ). . Photocell sensors with a di/fusing cover and . no opaque cover per 2-5319(~)5 ..••.•• J I: ( I Manulacturer·s instructions provided lor ins1ai1a1ion ·andcalibration~r2-5:319(e)6 ••.•••••••. ·;. t I ) Proper i~stallatlon of controls induding sensor locaoon. ·. canifit;ati?n of i~iti~ calibration and control ol lum1naireJi only w11hrn dayhl area per 2-5319(0}8 • • . • • ..•• .. ' Visibl~ or audible malfunction ~a"!'s per 2-~ 19(g) . . • . • ¥· · 1 : : . i ( ) Retro/ii insulation specifi~ as per_2-5313 •.•.•.•• I ) Air inlil~lion is minimized' by specification of l8s18d manufactured doors and windows, proper·sealing and caulking of joinis and openings 1n.ex1anor'wans. • I , • • KL*Alo · Occup~f:1CY' Sensing Devices; (wlien . · _'applica~le): · · · an~ weatherstripping as pe< Socuon 2·53 f7 • • • • • • Lighting System M~asures ( ) Cer1ifi9? luminaireslballasis per 2·5? 14(b)·. I I lndopondent.cohtrol yd enclosed areas por 2-~19(a) •• I I ) :.~~ual swiichin~ r~·ad;ly ao::essible.por ~-5319(b) • : , · . ( ) Reducrlon of lighting load to at least one hall per . ·· ~-531'9(c):· Oo::';'pa_ncy ~nsors _or programmable timers· . . meeting CEC crnena. may ~.ubslltute • • • • • • . . ( .) Separate sy,-itching c;,I _daylit ~reas per 2·5319(d) • • . , . .. . I I Separate switching or display anc1 vaJance·lighring in r~ta_il and :,vholosale stores per 2·5319(h) • ·• • { ) Automatic control of display lighting in relail and wholesale stores per 2-5319(h) • • • • l I Tandem wiring ol one-and·three-lamp luminaires por ~-5319(i). :• •.••••••• _ ••• · •••• Nf+ ·. ;.o l ~ .. . .. ::.\v· . . =,.. . : . . ' .. ' Dayltgbting and Lumen Maintenance Con~rols (when applicable): . ( ) ·Unilc;,rmly illumination reduc·~(l 10 one-hall per 2-5319(e)1 • ,. •.•.•. , •••• : •.• . . .. . .. . . . . I I Flicl<ot free oporaaon and.no promaiure lamp failure • . . / · · . ~r 2-5319(0)2 ..•••.•.•••••••. ·. ·• ~ I I Time ooiays to prevent undos,rablo cyding .. . . · Yl por 2-5319(e)3 •.•.. · •. ·> ... · ..... ·. -:: ·. . N..rr I' I S1ep swi1<!'in9:oev1cas: with separatio~ between · . I . · on/Qllsenmgspef2·5319(eJ4 ••..••... : .'·.~ EEM Form RevtSed Soptomber 1988 .{ ) ·Visible or au'dible. mal~nctio~ ala,;,,s per 2-5319(9) . · ... [ I limits 01f~missioni·por exco;pti~ns to 2-5319(0) • : . HVAC-and Plumbing System Measures· ( I ~iping insulated as-required by 2-53i2 • ( ) Co,:tifiod !-IYAC equipment per 2-5314(a) •• ( J .Certi~c! plumbi~g equi~ment per 2-5314(a) ••• : : ·• ( ) Heating ~nd cooling equipmen;'elfidoncy per 2-53 ti(bi . t-1/A· ' M-1 r-t/A , [ I Pilolless~ignirion o'r gas appliance~·per.2-5314(c) •.•• --+-- [ .I Au~omatic controls tor·ofl-hours pet-2~5315(a)1 ... · ... --+-- ( I Thormosmt set point r~quirome~ts:_per 2-5315(a):: , .' . --+-- ( I -Segue~tial ~ontrol ol heatl~g ~d cooli(lg per 2:53}5{a)3_· --+-- Autom~tic e~haust ran· damp.ors per 2·'5316(b) . . .; . . .:._--i--- 1 • 11 I I I Thennostat controls lpr eac~ :zone per 2-53 IS(b) • I I Ventilalion provi?ed per 2-5316 and 2-5343 . I J yontilati~ and r_ecirruiati~n ~r. ~~tity 'I 1nlormabon provided p!Jr 1403(1:-i}3 . . . . , .. . • . . . _ _.__ ( I Hooters for dom~tic hot:~ator' ~~d'~r pool~ per 2·5310 . J;LA-· . . . . Page_c· __ I I J. Energy Budgets. Worksh·eet WS-1A For ::nrorcer.1en1 Age,cr ~se Cn!y Oqcumentaoon AultlOr,Fum · Jaie I Plan Cnec11.ed St Summary Data ~nd GCflcrallon Standards Oocupancy Types 1 Conditioned Floor Area • • • • '. • • • • • . • • . • • • • • . • . • • . • . • • • • • 1 (,_ g, 0 ,. 2 Tolal Allowed Energy Use {MMBru are Btu x 1o6) • • • • • , • , •• , , • • . • • , , • • • • • ,Z..4 ~. te, MM3tuJyr ~811.:1yr-sl 3 Energy Budget(Une 2 x 1000 / Li_ne 1) (kBtu = 'Btu x 1 o3J • . . . • • • • . . • . • • . · • ~ . • • • • • . 14 (p Flr•t Generallon Stand.ard_s Occupancy Tyl>" 4 Conditioned Floor Area •.••••••••• ; • ·.; ••• 5 Total Allowed Energy Use {MMBtu are Btu x 1o6J • • • • 6. Energy Budge! (Line 5 x 1000/ Line 4) [kBtu = Btu x 103) • Second Generation Nonresidential Standa·rds .%s1. • MMBlUlyr • . k81u;yr-sl A 8 C 0 E F. G H J K Conditioned Cond. Cond. Ad"ustmenl Ad1us,ed Floor Area P9rimeler Area 10 Energy Energy Occupancy Description/ by Perim. Budget (H -1) Budget floor /I Per Tola( Per Ratio x38.0 'L Allowed Enerr (K X )/ 1000 . Type Story {IIBIU/ 1· (G -J) . OcoJpancy S1ory . (DIE) (yr-sf)) MMBlu/yr . i9 ffl $'.,€, 1 ~ fu2 'u,S,D t C"9SO fZA . f g,77 Total ,__1 (,_B,_0___, First Generation Nonresidential Standards A B C Occupancy Description/ Type Floor It Tolal .1.-..----~ EEM Form Revised Seplember 1988 Allowed Energy (C X OY.1000 Tolal ..._ __ _.__. .·14(o I 14<c t4~, I· Tola! Allowed Energy ~· 'k ~l)C A-OIA Roof. .. A B C I :Propo~d I Roof. I Typ-3 .• Arna A-valve fZ_ dO _r, 1 1 4· 1 o . 17, 17 R,1)0 f~ 12. Z7cO . ,,. ~s ... , . : : . ' - Total 1 G, 8,6 Tot.al Average 'A-vahJe Glazing in Roof. -A B C Type Nonh· East .. . '/ .I/ . /·· Exterior'Wali: Area B C. I I ~ . ! .. · j Nonh · I East I ) EcM Fonn Re-,ised Sep1001ber 1~88 0 Araa I R-vaJuo '?J<J,~ f .. 1 &r2'3 -1 . . I, - ·1 . 1 · ·c:r7,~4 11,31 I Col·B /Ccl D 0 . E Surface Area Soulh West · / . .,, . . D E Surlace Area I · Soutli ,West r 4o~ Cf--~ For Enle.<cament Agenc1 U~e Cnly Plan Checked By ., Floor Area/Sof.fits A . B C Floor/Solfit .1· · Type Area ·! Tot.al Average A-value F . _)Y' . .-·· H Proposed .. U-valuc ! I ·, -I I I Total F . .. , Tot.al I Area/ R-value Col 8/Col D .. Page __ o: 1. ·Envelope Summary Form & Work_sheet (Part 2 of 2) CF-? . - a, 'WA1t·R. o,s.-r. Aoo11'1c0r,.t For Enfoo::emenl Agency Uso Q-lly Docvmontabon Aucnor/F,rm tfie> /9 1 . lO I Plan Choc~ed 8y Date Opaque Exterior Walls and Doors A 8 . C 0 E F ·G J· K Surfaca Aroa Proposed Wall Requirement. Wall : North East South West :.Total Heat · R-Valuo. ' R-Value _Type (An) (Ae) "(.¾) (Aw) ··.(At) ~apacity • (R1) A1/Rt (Rt) A1/ ;:., '. i ·, : -... 1 2-'l 0 ~'34--.Z.&~ 'i'iO I.Gf5 1-1. 0'3 i-t,7 / .. f ~ . I . : r ./ . : V. : I - -/· I I . / . : I . .. .. v=ro 3:r + zi~ 'Ho· $2. > ' Totals -Total Total ·Weighte<fAverage R-Yalue Prooosed I tto :3 l Regu,red I Glazing .in Walls Col F /Col I Col FlCdl< A B . ·C D . E F G . H .. I J i K . Surlaca ~a: -Glazing Characteristi~ Weigh1ed Averages Glazing North East South West Total Total Atea West Are:i .Total Ate;; / Type (An) (Ae) (.¾) (Aw) (At) U-Value SC x U-Value xSC xSC I .. ' 1 1 e, I -;,z,. -~-Z,p -z,g,~ 1. i .11' 31G,,S B 5"i '2.-'Uf.~8 . ' .. ' : ' .. .. : ! I . . . , : ·• : ; I .. : .. ' . . I , . . To1als j.G, '1?.,. -11.., 0 ··.we, Totals :s 1&,2> 8 !;;;,. i, Z. o 4/IB U-Value ·. Wes I SC· Totals;:: . . .I SC Adjustment Notes: Coll/Col F Col Ji Col E Con: :c~; ) .. EEM i=orm Revised Septem~r 1988 Paoe I... ·, . . ' f ,. .• \ t !-· t:; ; . . . r,;.: . ~-:~ .. Construction Assembly ComplianQe Form CF-3 For Enlor::emer.t Agenc-, uso Cr.1·1 i)ocumontaacn Author/Firm . Dato ~Cheeked By General Information I 2 3 • .! Asse·mbly Type ancl Numoer . . . . . . . . . . . . . . . . . ......... · ....... 13,0'0 f,. I Framing_Type .... · .... -: .. : .. :·· · ........ .', ...... ·.· ......... ·. b,/!'.?0t'.? Framing Size· . . . . . . . . . . . . . . . . . . . . . . . . ·. . . . ·. . . . . . . . . . . . . . . . 1,.. x. (o Oa:e . 5 Framing Spacing . . . . .. . : . . . . . . . . · .. . . . . . . ~ . . . : . · . . . . . . . . . . . . . . -~-4~-inches lnsiJlationinCavity ......................... ·.'· .. · ... · ..... : ....... , T'J F-s1-hOBtu E_ffective R":.v~alue ol Cavir11F.ramin9,. ., ... , , . . . . . . . . . .. . , ·. ·14:, Z..4 F-sl-.hu81u 6 • I Sketch of Construction Assembly Lis~ of Cons.tructi~n Components. 2 3 5 5 i A Oescriplion kJ00P ~HAl<f.-~111 NOi 1,.ae.$ Y1. ,, 6t'(f BRO. a Tolal R-1/alue w/o lilms ... . . . . ... B A-value· . /f4 .<o.z. 14, i-4 .4~ 1(plt-~ 9 1nsidµ surface a_ir mm ............... ·--·.=G-41-- ,o · Outside surface air lilm . . . : . • . : . , &:, 1 11 Tola/ ,nermaJ resis1ance (Fiti •. , . . . : . · : 2 U-value ( I / Lino 11) • . . . . . . . . • . . . · 11.4, (). 0 b . C Wall ·. Weigh1 (lb/sl) i. D . Specific Heal (Btu/F-lb). Total HC E HC Col C x Col 0 (BlUIF-sl) Pag!: _____ ·:I __ Constructiori1 Assembly ComplianGe Form CF-3 ' ~A1~ P IS1~1c.-1 AOP1-f1()t-.J For Enlor::emer.1 Ag enc-, uso Cr.1'/ •Jocumontaooo Auihor/hrm Oa1a Plan Cnecllod 8y · General Information I 2 J Assembly Type anq Numoc, . • • • • . • . • . • • . . . . . . . . . . " Roa (, -z_. Framing Type .••....• -•.• ; •• , .• · •.•••••• .' , • .. . • • • • . • . . . . . . • • kl 00 t? F .• Si . . . . . . --z_ CJ, ramrng ze ..•• , . , •.•..••. , . , . , , , , • · •• , , . , , ... , .. , .. , .. , . ,x.. Framing Spacing • • , . .. , ; , . , . • • , · . , • . • • • , . ~ . . . . · . . , . . . . . . . . . • . . '2. 1: inches Da:~ 5 6 Insulation in Cavity • , . . . , . , , • . • • , , . , , ·• . • , , . , ·. , • ·• , , ·. . , . . : . . • . .. . • · f q F-sl-hr/Btu E_lfective R'-v~alue of Cavity/Framing.·.' •.. :· ..•• :: •.•• :: .••. _' .. .' ..... _ ... : ; ·. . '14, :Zt F-s1-,hrlBtu Sketch of Construction Assembly '1 Lis~ of Construction Components. .2 3. 5 5 i 8 A ·Description Y-z..11 P~Y1,.,.f c>-oO · @-, 19 · 1/1.,. 11 ~'ff · BRO Total A-Value w/o lilms .. 8 R-valuq . _. .; Gi. 14,i+ ,42 l?,31 ... '.'·------'- 9 lnsklo surface a_i, lilm . . . . . . . . . : . . • . . __ ~..,.& ........ 1 - 1.0 -Ou.tside suriaca air film .. · . : . . .-: .. . . . . . _ __._,....,(p"'-'--f -- I I i otal thermal res1s1ance (fi1) • . , • • , • ' : 2 · U-value ( 1 / Lino I I) . . , . . . . .. . . 1 EEM Form Rc-.·:sed Seµ1embcr 19e.s . . . . . __.l-=--~ -~?...c....3 _ (),{)&,' C Wall ··Weight (lb/s1) i. D Specific Heat (Btu/F-lb) Total HC E HC Col C x Col D ·. (Blu/F,sl) Page --· :r __ Constructidn Assembly Complian~e Form CF-3 ?roiect _lade For Enlor:::ement Agenc-, I.Jso Cr.11 ,Jccumentaooo Author/Fi~ Oal8 General Information I Assembly TY,pa ancl Numoer • • • •• , . • ••••• , • • . • , • • • . . • .• kJ A L.!J 2 Framing_ Type . • •. . .. . • . -: · • • : • • : : . .• . • • . • • • . · , • .• • • • • . . • . . • . • • • • . W o·o o 3 Framing Size •••• , , ••••••• , ••••• , •• , . · •••. · •.••• , .• , •..••.. 2. ><, 4 · 4 Framing Spacing • • • ; ., • • • • • • • • , • • . • • , • • : • ., • : , • • • • • • • . • • • • • • I (e II inches 5 Insulation in Cavity • . . • . . . . • . . . • • . . . . • . • . . • . ·. . • ·. . . ·. . . . . : . . . • .. . . 11 F-s1-hr/Btu · 6 Effactiva R'-v'alua o/ C~irt/Framing ••• , , •.••••• :, ••• , :: . , ,· .' •..•..•...• ; · •• · @,12, . F,s1-,hnBtu . .. . . . . Sketch of Construction Assem~ly Us~ of Construction Components. 2 3 s 5 7 A Qescription .~f-11 I.!!. fi..,Yi..J_u(1 ~ '~ '' ft, '(i,.J.oo r? B A-value .11 i+-1- B/381 ,~C,, • • • • ,'. _/_. (J.C...., /....x. fl?;.____. a Total R-Value w/o films . , . - 9 Inside surface a_ir film . , . . . • • , , ,' , .• ; • ·-~•.,-_&,~-2,~- 10 -Outside surface air film ... : • . • , I 7 11 lotal thermal resistance (Rt) .. , . . //, 03 ':2 U-value (I/ Lino I l). &.09 EEl,l Form i=lovised September t9e.a C D Wall S~cilic Weight eat (lb/sf) (Btu/F·lb) t.?/1 , 1-1 1 Az.. .. ir .. -: ...- -Z.r. C, , if.e> Total HC E HC Col C x Col D · (Bl\J/F-sl) I e z_., ; 41 -· .. rt>z(p Page --· ~, __ . i. I t·. ! •. . -•., ~·. t f:- f , .. e" :;,• :i, £· ,: i!: . ,;,• ~: ·.·:· . ·-:· .. · HVAC Summary (Part 1 ot 2) CF-4. Proiect I ,ue RJM AS~OC.lt-:(~';.· Documentaoon Author/Finn ala' Fo< En1orcemen1 A9enc1 Use O,iy Plan Checxeo By O.a1e ·Required Measures Che9klist (Prescriptive Approach) 0 Economizer Roquirsmont. List each cooling /an/coil system. List the relerencs in the construclion documents indicating thal an integrated air or water economizer has been specified, or, if an economizer is 001 included, list applicable exceptions 1 lo 6 per Secoon 2-~4 2(eJ I .A 1 2 Cooling Sys~ Do.crlpUon 3 ~ 4 5 6 IJ A Reference I 01ndependcnl thttimosta;i~ control.of e.ac~ :tone: If a~ indeo~ndent pe~meter ~ystem (eg. b~eboard or Ian coii).1s-soecilied. 1~d1cate·rel~rence . that shows zoning and control requirements have been met per 2-5342(e)1.B.-· 1 2 3 4 s· 6 Cooling Sy.stem DHcrlptlon Reference, . ·o Slmul\Jlnoous heating or cooling. List each central fan system which uses 'reheat, recool, mixing of hot and'cold arr streams, or other simultaneous operation of healing and cooling for zone temperature or humidity control. Also indicate if VAV is reQUlfed per 2-SJ42(e) 1.C., and that it m8!l.ts zone minimum air How setpoint requirements. Reference location i() construction documents where supply arr rese1 conirols have been specified • 1 2 3 4 5 6 System De.scrlptlon VAV · Required? VAV mir:i.set req'mt.(Y/NJ (Att WS-4C) Reset Control Reierence ·1 __ _ 0 Variable air volume pedormancc, List each variable air volume fan system, fan type (eo. airfoil. centrifugal, vane-axial), VAV control device (eg, inlet vanes, variable pilch-blades), and system reference in construction documents. 'For airfoil or backward inclined centrifugal Jans, altach manufacturer's fan perlormanca data showing that part load performance meets 2-5342(e). t.b.2., 2. 3. 4 5 6 System Description VAV · Fan . Type . Constrcuon Control Device .,. ~· Document 'A. · ·-: ererence r \,''=·;/:::_(_:;:: ·:/\., .. _ --============""=================================·=:·=·,;=· ==··========I ,I-•• , <=onn Revised September 1988 )age--·: ol __ ~ i •• . ,. . ..... ·"' . , .. , •, ~:/ . ' .:\: ?~. .~ '•• I • . . ~-· .. . )/'! -::;j·. ·... . \\.,'.:) , .. ,:1-,:, · ... . ,• .... : ·· ... ·:? -.~ ; . 'HVAC Sum·mary (Part 2 of 2) CF-4 For Eniorca~11t Ag enc/ Use Cn1y . : entaoon AudiortFirm Plan Checked By . . . .. . . Whole Building HVAC Approach (attach WS-.4A) 'This ~preach may only be used for whole buildings. not individual sys tams. See Section 2-5342(e)2 •. · . . HVAc·eower lnd!::ix Set Selecte9 (from CF-1, Part0 i) .....•...... . ·:. . .. 1· ,Fan Wattage Index (WS-4A. Line'3) •• ;· • ;. : '. : ·i ..... '. ·. · •... · 2 · Cooling Power Index (WS-4A, Line 5) • • • • • i; • ; . • • · ;3 _.H~aiing Power Index (WS-4A, Line ,7) ·• • • • . • . • . • . :. ::Taii'0red HVAC Approach (attach orie WS-48 for each system) When ltlis approach is used, it musrbe applied to each HVAC system individually .. See.Section 2-5342(e)3. : ~ . . . . ~ 1 2 3 .. '4 . . . '··s •:, . :_.6. 1 2 -Cooling System·O~'crlptlon , Allowed Proposed Load Load He.a ling System 0-crlptlon ... I• (25b,WS-48) (26b,W3-48) Date ,, '. ··-. . . . -. :·. _..·;-~ ' . .\,::;,watts/~~-:·_: :·:· ... Btu/hr-1t2:·· . ·:, Btu!hr:fi2 , FPI FPI . . :-... ,•, . .3 :·?·.:.: '.•'1 4 .. 5 6 :,, . ~ . Attach add(Uonal .5U . ! \ .. I i ' .. ) I J i 1. . installed lighting Sun1r~nary . ., Propo·sed Adj~sted L-P~Y ,r') 7,<"2, 'fol.a.I lnst.allod UQ0)/19 War.s ,!,om t>e1cw) . • ...•.. , . . . . • . • . . . . . .. . ~ "-' Coocrol C,-ec:Jil Wa:-u-:·NS-5Al ..... • ........... · . . . • . . • . .. . . . . . . . . . . . . . ._.. Atjus10dWatts(uM I •Line~: .............. .-.•••..•...•••.... _-.....•.. '2'7$2 9ooaoon·~ Floor Area (lror.i CF· '.I : . . . . . . . . . . . . . . . . . . . . I?, & '2 Aqusl&d ,lighu'ng Powe·, Oens1;y (Unl!J/Line4l. • . • • . . . . . . . /, 61:: . o Q Allowed Whole Building L-P-0 (lrom c;:.,, P~ I) ·' 0( • 0 Nlowed T,aiiored L;O (lrom Li~e 5 cl WS-SC) • . . .. . ... . ................. . Installed Lighting. s·chedule ... . ' ., A ~t' B C 0 { -•. 'l. " ., I '~ '1~ W;;::s oer ltrniinaire .. Relerance in I U,ffi:oa,,e Reference ; Construcoon : Num~·rol-· I (inc:. ::ailasl) ,Code Ooc.imeots Luminwes . ,.....F -\.J --~ • V' --==-==:=== ··---· · · ·-" ,•:;,r..s .. , ,. . 2 Wcr:s1h ' . . .. . ·F i Total Wans Lum1naire De:..cripoon I Non-star-cvtl valve'· v : I -·-). 1 ~ -::r.t t..14YI_ ti-------- . 1 .. I+·. ,. E2-°' /44-· i /Zt/& ' 4 -1-.... i-£ . F'I.Ut)~e k...ci/lJ.,-. I '· . '2 '.Jc. ~I ,-. ,' • • • ' ·• • • I I B .. .e-2--lo I 44-I l4+o I.A.) a-vl3tf' F/-2vo~eit,e,.rr C, ez; .:... .urI 12..~--.ta.~1:1.[5"t:, __ --·-L.,. --./ /'(p I ( (p . 11,,,'-.,. 11--c F":V()ttetceH r . . I I I ........ -· ----. -···------· --.-: .. I· I : ~ --: ------------., i . I ---------·----. ----. --·I : : I -------·----·----~-·1 I I I J -.-------------~ ---I . I I !I ------~ ·------~--.. ' -.. --~ ... -------------.---I .. . i ----------------:---.. I t . . ·1 ~ . ' . .. I -I I: ------.----------. : I I . · I ------------·--------i . ·' I I -------------------· I I . 7 -,::::2-.. Page Tola! - au1ldin9 i ot..l . . EE!.! Fonn Revised Scp1ombcr lSSS Pl9~-,---cl -- Buildinq: LCDW'ADDITION ~ Sita: tz07 -San Diego, California Prepared By: RJM· Associates Inc Carrjer Hourly Analysis Program ·· .. f·I ••.. @O::k-24-91 6 :l 00 :l '30202 ************************************************************************ TABLE 1. ANNUAL LOADS ------------------------------------------------------------------------C,::,mp ,:,n en t Cooling L,:,ads * Heating Loads*· <:kBTU:> ( kBTU/sq '(t) ~· 2!5. 048 0.555 -----------------------------------------·------------------------------. . ************************************************************************ TABLE 2. ENEl:;;:GY E:i'r' SYSTEM COMPONENT -,----~------------------------------------------------------------------ <--~--Site Energy-----> -:·· ..... _ ........ S,··,11r,-t'• Fnprgv ... ·--·--'::-•• \ -.. -.. .... ->::: J . • Comp,::,nent . CkBTU) CkBTU/sqft)* CkBTU) CkBTU/sqft)*· ----. -------·---~----------------------------------------------· --A:i. y· System F'ans 5,757 3 .. .:.i;3~3 :t"/,303 :l0.:2'39 C,:,,:,l i ng Plani;s 2:.7~, 73;2 13.531 68,:204 fi, 40.598 He~'\t i ni;_~ Plants 492 0. :.71'33 1, 47~'5 i 0.878 Pumps v.1 0.000 (2) 0.000 >> HYr-\C Total 2f:3, 9':31 17. 2:;:57 86, ·:~f:32 51.. 77~:'i ---------~ ---------~ ~ --------------------------~--------------------- Litlhti; 37,505 22.3?5 :l 12, :529 66.982 Other El e,::tr i c 9,377 5. 58:l 28, :l ~3:;;:: 16.745 Mis,:. El e,:tr i ,: 0 0.000 ei 0. 000 Dom. Hot Water €331 0.495 21• 4':)4 :l • 4f:35 ------------------------------------------------------------------------->> Non-HVAC Total 47,714 28~40:l :l43,156 =============~========================================================== > > r::ifo:~AND TOT AL 76,705 45.658 230v :L3El , 1::-:JE,. 987 * Notes: 1. Site ener~y is the actual ~nergy consumed. 2. Source energy accounts for ele~trical generating ineffi,:ien,::ies. f:cqr this ·study: ,:. Electric generating efficiency = 33.3 % 3. Energy per unit floor area is based on the gross building floor area. for thii building: Gross floor aiea -:l,680 sqft Conditioned floor area = 1,680 sqfb 4. Annual cooling load is the sum of all cooling plant l •:•<'...":\dS •. 5. Annual heating load is the sum of all primary and auxiliary heating plaAt loads. It does not include the domestic water heating load. *************************************~********************************** I 1,1.1"• \,./ I '-1 I f-l I !,,IL",-...J• .. ,•t•,J..I I ,l,\,Jl~I Name: LCDW A~DITION 04-19-91 Carrier Hourly Analysis Program 6100190202 Prepared By: RJM Associates Inc Page 1 of 2 ********************************************************************~*** 1. SYSTEM NAME AND TYPE . System Name. = LCDW ADDITION System Class = Constant Volume System Type = CSZCV) Single Zone Constant Volume Operation Type = 3 Cpoling & Heating Type of Heating = 1 Central Heating ************************************************************************ 2. SPACE SELECTION Csee separate printout) ************************************************************************ 3. THERMOSTAT & EQUIPMENT SCHEDULING 0ATA ---------------------------------------------------------------------I , Oper at i ,:ir-1 · F'eri,:,d O,:,:upied Uh,:11:•:upi ed Thermostat Setpoints Cooling Heating 78.0 F N 70. (2) F 55.0 F Ventilation Dampers OPEN CLOSED ----------------------------------------------------------------------a-Weekday Oc,:upied Per i1:,d Begins at 7 ; D1.11"at ion = 18 hrs :D-Weekend . o,:,:upied Peri ,:,d Begins at 0 ; Dur at i c,n -0 hrs . ·o-1-1i.::i1 i day . O,:,:upied F'er i ,:,d Begins at (2) ; Dur.;;\t i ,:,n = (2) hrs . Design Day . O,:!:upied Per i,::,d Begins at 0 Duratii:,n -24 hrs . ---------------------------------------------------------------------************************************************************************ 4. SUPPLY, VENTILATION, RETURN_AIR DATA 9UPF'L Y A IF.: . Supply air temperature Heating supply temperature Fan 1:,perati,:,n for heating VENTILATION. AIF.: . Nominal ventilati,:,n fl,::iw ra.te . Minimum ventilation flow rate ;Dampe~ leak rate F.:ETURN A IF.: ::::: = = 55.© F 110.0 F 1· Conti nu,:,us 0.14 CFM/sqft 0.14 CF"M/sqft . (2) '1/. ,:,f vent ail'' Zone exhaust air flow rat~ = (2).00 CFM _Zone exhaust fan power -0.~ kW 'Is a return plenwn Ll1:ied ? Y '1/. lighting load to plenum = 30 '1/. % rciof load to plenum -70 '1/. '1/. wall load to plenum = . 0 '1/. ************************************************************************ ,a, IF,: SYSTEM D1:::S1...:l·r.: ! I··' l J. UI\I Name: LCDW AnDITION 04-19-91 Carrier Hourly Analysis Program 6100190202 Ptepared By: RJM Associates Inc ~age 2 of 2 **************************************************~******************** 5. FAN DATA SUPPLY FAN Type Stat.i ,: Ef f i ,: i en,:y C,:,n f i gur at i r:in RETUF~N FAN = 2:F'r:irward 1. 25 in wg 54 i. curved 1 r>r,:1.w-thrLt Type· = 1: (Fan does n,:,t €~:,;i st) *********************************************~************************** 6. ACCESSORY DEVICES AND SYSTEMS F'F.:EHEA T COIL (Nc,t used) OUTDOOR AIR ECONOMIZER CONTROL t:Nc,t used) V~NTILATION AIR RECLAlM (Not used) HUMIDITY CONTROL ( N,:,t used) ************************************************************************ 7. MISCELLANEOUS SYSTEM DATA Cooling coil bypass factor -0.050 Type of supplemental heating . = 1 Not Used· **~*******************~*********~*************************************** r"r .,. ,,.. ._, r ._, 1 1,_1·1 Name: LCDW ADDITION C~rrier Hourly Analy~is ·Program Prepared By: RJM Associatas Inc ;:;1 I •· t··1 ,_, C:: L-.L ;:;) I 04-1 '3-91 61001 '30202 Page 1 ************************************************************************· Spac~ Name. Qty. Space Name Qt~. ************************************************************************ TABLE 1. SPACES IN ZONE 1 --------------------------------------~ --------------------------------. 4 LCWD ADDITION ***·M-·J!·,J!·**,J(·*,J(•,J(•*,J(•,J(•******,J(·***,J(·****·*,J(·**,J(·******'**'****'*'****,J(·,J(·***,J(·*******-K·**,J(·*,J!·* HOURLY AIR SYSTEM DATA AiY System: LCDW ADDITION 04-19-91 Location : CZ07 -San Dieg9, California 6100190202 Prepared By: RJM Associates Inc Page 1 of 1 ************************************************************************ TAB.LE 1. COIL. LOAD_S (Day == a-Weekday/ Mr:::in:tl·1 == JL1ly) ----------------------------------------------------------------------.-- Cc11:,l i ng (MEIH) Central Heating Coil Loads (MBH) · Terminal Skin Total ------------------------------------------------------------------- (2)12)12) 2.1 0. (2) 0.0 0.0 0. (2) 100 0. (2) 0.0 (2). 0 (2).(2) 0.0 200 0.0 0.(2) 0.0 (2). (2) 0.0 3(2)0 0. 0 (2). (2) 0.(2) 0. (2) (2). 0 400 0.(2) I 0.(2) 0.0 0.0 (2).(2) I , 500 0. (2) I 0.0 0.0 0.0 (2). 0 I ·6(2)(2) 0.0 0. (2) 0.0 0. (Z) 0. (2) 700 4.•6 0.0 0.0 0.0 0.0 800 14.1 0.0 · 0.0 0.0 0.0 '300 17.9 (Z). (2) 0 • (2) 0. (2) 0. (Z) ,· 1000 1"3. 7 0. (2) 0.0 0.0 0.0 1100 20.7 (2). (2) .(2).0 0.0 0. (2) 1200 20.6 0.0 0.(2) 0. 0 0.0 1300 20.9 0.0 0.0 0.(2) 0.0 1400 ~~.::( .. ::;;: 0.0 (l). 0 0.0 0 ., (Z) 1500 27.1 0.0 (2). 0 (i.'). (2) 0.0 1600 26.4 0.0 0. (2) 0.0 0 • 0 1700 24.'3 0. 0 (2). (2) 0.0 0.0 10:0 1 '3. 2 (2).(2) 0.0 0.0 0.0 . 1"3 0 10.3 0.0 0.0 0.0 0.0 2000 .8.7 (Z). I?) (2). (1 0.0 0.0 2100 6.2 0·. 0 (?). (2) (Z) • 0 0.0 2200 4.4 0.0 0. 0 (Z) • 0 0.0 2300 2 .. 8 0.0 0. 0 0~0 0.0 . -------------------------------------------------------------------- TABLE 2. FAN, VENT RECLAIM POWER C:Day = O-~.Jeekday I Month -JLtl y) _ .. __ .. ,_--.. --.. -.. --·-------·---------·-·--. _____ .. _.., ____ ,_ .. _"_ .. _______________ ,. ....... ____ .. _____ . -.. --..... -- · Fan P,:,wer. (kW) Return Skin I Vent F.:ei: 1 aim C:kW) -----------------------------------------------------------------------. . . . 000 I 0.4 0.0 0.(2) 0. (Z) 0.0 I . ifl')(Z) I 0.0 (2). 0 0.0 0.0 0.0 I 200-I 0.0 0.0 0. 0 0.0 0.0 I, ·t; 300 0.0 0.0 0.0 0.0 0. 0 400 0.0 (2). 0 0.0 (2). 0 0.(2) 500 0.0 (2). (2) 0.0 0.0 0. 0 600 0.0 0. 0 0.0 0.0 0.0 700 0.4 0.0 0.0 ·0. 0 0.0 800 (2).4· 0.0 0.0 0. 0 0.0 ·:100 0.4 0.0 (2). (2) (2). 0 0.0 1000 0.4 0.0 0.0 G:1. 0 0.0 1100 0.4 0.0 0.0 0.0 (2).0 1200 0.4 0.0 0.0 (1.(2) (2).0 1.300 0.4 (2).0 0. Ct!l 0.0 (2). 0 1400 0.4 0.0 0.0 0.0 0.0 15C2HZl 0.4 0.0 0.(2) 0. 0 (2). 0 16(2)(2) e,. 4 0. 0 0. 0 0.0 (2). l{j 1700 0.4 0.0 0.0 0.0 0.0 1B00 ~,. 4 0.0 0.-0 ~,. 0 (.,). 0 1 ':30(;'.') 0.4 0.(2)· 0.0 0.0 0.0 2000 ,. . 0. 4 0.0 0.0 0. ,1 0.0 I 2100. I (2). 4 0. 0 · 0. It) 0.0 QL 0 22(10 0.4 0.0 0. Ji) 0.0 0.0 .-,--:,1 r--1 rr , ·~ ,., ..• -; "1 ... .. , .; I. . . ~ AIR SYSTEM SIZING PARAMETERS Air System LCDt.J ADD IT I ON Location: CZ07 -San Diego, California Prepared By: RJM Associates Inc 04-,1 '3-91 E, 1001 '30202 Carrier Hourly Analysi~ Program Page 1 of 1 ************************************************************************ Air System· Name: Air System Clas!:';: Air System Type: Number of Zonei: LCDW ADDITION C,:,n st ant Vo 1 Llme szcv 1 AIR SYSTEM SIZIN~ PARAMETERS Supply air temperature (F) = Ventilation air flow CCFM) - Minimum ventilation CCFM) Supply Air CFM E~d1aust Air CFM Space/Skin Htg . BiU/hr ---------------------------· ------- 55.0 235.2 235.2 Z,:,ne Lc,ad BTU/hr Area sqft 1 1,366.7 0.0 0.0 33,931.8 1,680.0 ************************************************************************ ' COMPLEX SPACE DESCRIPTION Space Name: LCWD ADDITION 04-19-91 Pr~pared By: RJM Associates Inc 6100190202 Carrier Hburly Analysis Program. Page 1 of· 2 ************************************************************************* 1. SPACE NAME = LCWD ADDITION **************************i**************.*******************************" 2~ WALL INFORMATJON CNumbe~ of\Wall Types~ 1) --.--------------------------. -------------------~ ----------------------Wei9ht c:l.b/sq ft) E~;t C,:,J. or (D,M,L). LI-Value C:BTU/hr /s;q H /F) Wall Type 1 M M (2). (2)9(2) -------------------------------------------------------------------------. <--------Net Wall Areas Csqft) --------> .Wal 1 Type 1 Wal 1 Type 2. t.Jal 1 Type 3 · NE (Z).(Z) NA NA E 334.0 NA NA SE (Z) • (Z) . NA N,6i s (2). (2) NA NA SW 0.0 NA NA w 286.(2) NA NA NW 0.0 NA NA N 2'3.0. 0 NA N,6i -------------------~----------------------------------------------------. . **·***'***'*''*'**·-M·-l!·**'*'***·M··ll-*****·M·-lE··)(--M·*·*'*'*'*'*'***·,l(·**'*'**'*'****·-X·-)(·*-M·i(-,)(·*-*·*-M··M·*-M•,l(•-M•-M·*-M·*·M·,l(·* 3 •. F.:OOF INFOF.:MATION <:N1..unbf?l" c,f F.:,:11:,f Typ·es ::::: 1) ---·--------------------------------------------·----------------------- F.:,::i,::,f 1 Weight (1 b/sqft) M- E~;t C:•::alol" (D, M, L,.) . M U-Value . C:BTU/hr/sqft/F) 0.06(2). Area ( sq ft) 1,680.0 ------------------------------------------------------------------------- ************************************************************************* 4. GLASS INFO~MATION (Number of Glass Types= 1) -:---------------------------------------.-------------------------------.u..:.val ue (BTU/hi" /sq ft /F) 131 l::\!SS Factor In·~ er nal Shades ----------------------------------------------------------------------Glass Type 1 1 • 11Zl0 0.71 y ------~ ---------------,---------------------.---------------------------<----------------External· Shading Inform~tion ----------------> Window Window Reveal Overhang· Overhang Fin Fin Height Width· Depth Height Extension Separation Exten. (ft) (ft) (in) (in) (in) (in) (in) --------------.----------------------------------------------------------Shade 1 8.0 S~1.r:1de ~'2 8. (2) Shadf? 3 8. 0 4. (2) li:1. !2l 4. (2) (2). 0 4. (2) (2)~ 0 0.0 0.0 0. (2) (Z). (2) 0. (2) 0.0 0.0 0.0 (2).0 ************************************************************************* COMPLEX SPACE DESCRIPTION Space Na~e: LCWD ADDITION 04-19-91 Pr~pared By: RJM Associates Inc 61001902~2 Carrier Hourly Analysis Program Page 2 of 2 ************************************************************************* 4. GLASS INFORMATION (continued) ---------~------------------------------------------------------------- E:,:posure (-------------------Glass Areas (sqft) -------------------> Type 1 Type -2 · · ·Type 3 Area Shade Area Shade Area Shade -----------------------------------,----~------~---------------------- NE 0.0 12) NA NA· NA NA E 72.0 (2) NA NA NA NA SE 0.0 (2) NA -NA NA NA s (2). (2) (2) NA NA NA NA SW (Z) .• (2) (2) NA NA NA NA w 1.;20. 0 0 NA NA NA NA NW 0. 0 (2) NA NA NA NA N '36. 0 (2) NA NA NA NA H (2). 0 (2) NA NA NA NA ------------------------------------------------------------------------************************************************************************* $. INTERNAL LOADS . -----------------------------------------------------------------------SPACE DATA : Fl,:11:,r Area 1,680 sqft Building Wt. = M lb/sqft ------------,--------------------------------------------------------------PEOPLE . sq ft /pers,:,n --250.0 Ted; al Pe,:,pl e -7 . SchedLtle Ni:,. ... 1 Activity Level -6' Sensible· = 315. 0 BTU/hr /pers,:,n Latent --325 .. 0 BTU/hr /per s,:,n ---------------------------------~ ·------------------------------------LI (:;I-IT I NG . W/sqft --2.00 "t,:,tal Watts = 3,360 . Sd1edLtle N,:,. = :2 t~attage Mult. = 1. (2)(2) Fi :,;ture Type = 1 F.:e,::; essed, n,:,t vented ----------------·-----------------------------------------------------OTHER ELECTRIC: W/sqft = (Z) .-50 Total Watts = 840 · Si:hedule No. = :2 -----------------------------------------------------------------------MISC. SENSIBLE: Load MISC. LATENT : Load = 0 BTW/hr Si:hedule No. = · 0 BTU/hr .Schedule No~ = 1 . 1 -' . -----------------------------------------. --- **•********************************************************************** 6. PARTITIONS, INFILTRATION, GROUND ----------.--------------------------------------------------------------PARTITIONS (Next to Uhconditioned Spaces) . Un,:onditioned Space Temp. Ar ea. U·-Val Lie Cooling Heating (sqft) CBTU/hr/sqft/F) (deg F ,:,r 1/.) (deg F or ¾) ---~ --------------------------------------------------------------------Walls Ceilings Flo,:;qrs 0. 0 . 0.0 0.0 0. 100 . vJ. 100 0. 1v)0 '30.0 F . 90. 0 F '30.0 F 50.0 F 50.0 F 50. 0 r----------------------------------------~---------------------------------INF IL TF-:ATION GF.:OUND ELEMENT ·C,:11:,l i ng : 0.04 CFM/sqft --67 cr--M Ar ec:{ 1,680. (2) · sq ft Hec.,t i ng . 0.04 . CFM/sqft -67 CFM Perimeter 1. 24. 0 ft Typi ,:al : 0.04 CFM/sqft -67 CFM Depth !lJ ,:, •w ft -----------------------------------------------------------------------************************************************************************* PLANT DESCRIPTIONS Plant : LCDW ADDTION 04-24-91 Prepared By: RJM Associates Inc 6100190202 Carrier Hourly Analysis Program Page 1 of 1 ************************************************************************ 1 PLANT NAME AND TYPES Class = H~at Pumps Name -LCDW ADDTION ~eat Pump Type -Air Source Heat Pump Auxil_iary Plant Type -Electrical Resistance ************************************************************************ 2 AIR SYSTEM SELECTION Mult Air System Name ML!l t -----------------------------------------------------------------------LCD(...J ADDITION 1 ***************************~******************************************** 3 PLANT CHARACT~RISTICS.(Air Source Heat Pump) . COOLINl.::l DATA Estimated maximum cooling coil load Capac~ty at 95.0 F outdoor air Input power rate at 95.0 F outdoor air HEATING DATA ~stimated maximum heating coil load Capacity at 47.0 ~ outdoor air ·compressor, ·evapc,rc:\t,:,r fem kW at 47.0 Outdoor air temperature for cutoff AUXILIARY PLANT DATA F . ou·{:; d,:11:,r air ·--- ..... --- :-3" 7E, Ton 5n (~2 T,:,11 :l. 8B0 kH/T,:,n 23 .. 57 MBH 70.8 MBH 11.:2 kW 15.0 F .Plant type -Electrical Estimated maximum heating coil load -23.57 MBH · Type of heatint:~ · · ... DirE?ct ·*************************~****************************~***************** 4 PUMP SYSTEM DATA (No, inpLt·l;s requi;-·ed) ************************************************************************ .. • BUILDING DESCRIPTION Building: LCDW ADDITION 04·-19·-91 Pr&pare~ By: RJM Associates Inc 6100190202 Carrier Hourly Analysis -Program Page 1 of 1 ************************************************************************ 1. BUILD1NG INPUTS BU I LO I Nf:i NAME MISCELLANEOUS ELECfRIC Ma:,;i mum p,:,wer Power ~·:hedul e DOMESTIC WATER HEATING Is a domes~it how water system ~sed Ma:dmwn hourly ~,,:it ~ater use Hot water schedule . Average entering water temperature Average hot ~ater supply temperature Heating pl an·t type OTHEF.: INPUTS - -· ·- ~=· -· -· -· - = LCDW ADDITION 0. (2) kW 1 y 1.0 gal 3 55.0 F 110.0 F 1 " El e,:tr i ,: . Additional building floor ar~a ~ 0.0 sqft · Electrical generating efficiency = 33.33 ¾ ************************************************************************ 2. PLANT SELECTION. . ----------------------------------------------------------------------Pl ant· NatM'! Mul'l; Pl ant N.;;1me Mul t -------------------------~---------------------------------------------LCDW ADDTION 1 ************************************************************************ 3. FUEL & ELECTRIC RAT~ SELECTION Fuel ,:,r Energy No. Name of Rate Schedule Cul"ren,:y --------------·-------·----------------------------------------------El e,:tr i c 1 SDl38£ $ · Na.tun,tl Gas 1 SDG81.E !f, Fuel Oil 1 SDGM~ $ Pr,:,pc::me 1. 8D1381.E $ F.:em,:,te S,:,uri:e Heating 1 sp13a,.e $ F.:em,;::,te S.ource. Cooling 1 SDf:i8£ $ -------------------------------·----------------------------------------*******************~**************************************************** i •. i I -!.JI:::.;:, .L l.:'.11\I 1···;-,1·•::r·'tl'lt::. I l::1·•::~i, t:i1···Jl.:1S Location: CZ07· -San Diego, California 04-19-91 P1::epared By : F::JM Associates Inc. 6100190202 Carrier Hourly Analysis Program Page 1 of 1 ************************************************************************* DESIGN WEATHER PARAMETERS c:i -ty Name .................................. : C:2(2)7 -San Di eg,:, Leu: at l •:•n ................... It II .......... : Lat i t Ltd e ..................................... : E 1 e vat i -:,n • • • • . • • • • • • • • • • • .. .. • • • • • • .. • .. " : . Summer Design Dry BLtlb Temp.~ •••••••• : Summer Design Wet Bulb Temp •••••.•.•• : Daily Temperature Rang• •••••••••••••• : Winter D~sign Dry Bulb Temp ••••••.••• : Atmc,sph_eric Clearness Number ••••••••• : Cal j_ fornia 32 .• 7 deg 13.0 ft 83. 0 F' 6°3. 0 F 13. 0 F 42.0 F 1. 00 ------------------------------------------------------------------------TABLE 1. M,:,n:th I NE I MAXIMUM SOLAR HEAT GAINS -AVERAGE DAYS (BTU/hr /sq fi; :>. E SE s SW w NW N H,:,r -------------------.-----~---------------------------------------------- .J,1:1.n I· 33.7 '3'3. 2 148.2 15"3. 7 14f:3. 2 '3'3. :~: 33.7 33.7 131.5 I Feb 41.6 117. 8 1.56.4 15":il. 4 156.4 117.8 41. 6 41. 6 167.2 Mar 62.7 12!3. 4 147.2 138.7 147.2 128.4 62.7 49.8 1'38.6 Apr 86.0 133. 1 1. 30. 6 109.4 130.6 · 133. 1 86 ~ !2l 56.6 221. 2 M41y '34. 0 123.4 106~3 '80.6 106.3 1. ~'23 • .:.'f. ':N.0 5'3. 0 :.7~17.4 Jun ':15. 5 117.4 ':34. 8 70.2 '34. B :l17.4 95.5 59.6 ~212 •. 2 Jul 106. 6 134.0 109. 5 78.7 10'3. 5 134. (() 106.6 61.. 2 235.7 Aug '38. 6 141.2 1:2"3. 7 101.9 12'3. 7 141.2 98.6 59. 1 237.4 Sep 70.2 126. ~:? 1.36.3 123.4 136.3 126.3 70. ~~ 51.8 202.6 ·o,:;t 46, 5 120. 0 1.50. 6 14'3. 4 150.6 120. 0 46.5 .:t.::J .• 3 176.7 Nov 36.2, 1 (2)6. 4 153.0 162.0 153.0 106. 4 36. ~, 36.2 143.8 De,: 31.5 '35. 1 146.8 160.5 1.46. 8 '35. 1 ~:1. t:i 3:L. 5 · 1~7~2. 7 -. --------------------------------------------------------------------------. ' -----~ ----------------------------.------------------------------------ T~BLE 2. MAXIMU_M SOLAF.: HEAT (3AINS -PESIGN DAYS (BTU/hr/sq ft) -. . . . . ------------------------------------------------------------------------- Mr:rr,th I NE E SE s SW NW N Hor --~----------------------------------------------------------------------Jan I 28.4 173.8 248.4 247.6 248.4 173.8 28.4 :"23 .. :2 172.7 I Feb I 63~2 203. t :~!148 .. ~"2 :'2:22. 7 2t:.'J.8.2 :i08. 1 E,3. ~~ 27 N 1 :'213. •3 ,· M~-i.r I 105. '3 226 .. 5 228.0 :1.78. 6 228.0 :22:6. 5 1 (()~5. ':) 31"3 249.8 I Ap1r I 146.0 226.5 188.7 118.6 188.7 :7~26. !:i 146.0 35 .. ,::~ :26'3. 4 I May 16'3.4 220.0 156.4 75;9 156.4 220. (,) 16":!.4 ~18" ~, 275. •3 Jun 176.0 21.4.6 141.. 4 (:,~3. 0 141. 4 214.6 1. 76. G1 46. 0 275.6 Jt.tl 166.6 '215. 5 15::;::. 3 74. 7· j,52 .. 3 215M5 166.6 ~j·;). 1 27:2. 2 Aug 140.4 218.6 182. 1 114. 4 182. 1 21.8. G 140. 4 37. 1 :26311 '3 Sf;!p 101.5 21-=t. 3 :21 ·:=,. 1 ·114. 0 21'::"1°. 1. 21.:~ ... 3 101.5 32 . .:.i 241.5 O,:t 6:"2. ~'2 1 ":J3. 7 2313 . .:.l 216.6 23'3 • .:i 1. '33~ -, 62.2 27. '3 ·::•09 '9 I ....... _ " Nov. 28.5 171. 1 244.6 244.0 244.·6 171. 1 L:8. 5 23.5 171. 7 De,: :21,. 5 160.6 245.8 :25::2. rs :2.:.t~5. 8 160. 6 :2:L n 5 21.5 154.6 AVERAGE TEMPERATURE PROFILES ~ocation: CZ07 ~ San Diego, California 04-19-91 py·epared By : F.:JM Assi:11:iates Inc 61001'3020:2 Carriel" HoLwly Analysis Pr,:,gram Page 1 of 1 **·**°*'*·*'*·'*·*-l!··***-lE·-M·-M··li!·-M··l!-*·X·*-X·**·***'*'*'*'********'·*·X·***-li·-M··M-*¾f-K·-l(··M··M··l<-·X··X•·M··M·-M·-M··***·X··M·*-l>l·**·ll·*'*·-*··M·-*· C Format is db/wb F) Hr January FebrLtary March JL\ne -----------------------------------------------------------------(2)(2)0 53.1/ 46.1 53.9/ 48~1 1(2)(2) 52.4/ 45.6 53.2/ 47.6 2(i:l0 300 4(2)(2) 500 600 700 800 900 1000 1100 1200 1300 1400 1500 16(2}(2) 1700 1800 1'300 . ,!,·_ . 2 (2) 0 0 2100 2200 2300 Hr 51.7/ 45.1 52.6/ 47.2 50.9/ 44.6 52.0/ 46.7 50.4/ 44.2 52.0/ 46.6 50.1/ 43.9 52.0/ 46.5 49.9/ 43.6 52.0/ 46.4 51.0/ .44.2 54.5/ 47.9 53.7/ 45.8. 57.1/ 49.3 56. 4/ 47. 3 59. 6/ 5.0. 7 .58.3/ 48.5 61.(2)/ 51.4 59.6/ 49.1 62.4/ 52.1 60.9/ 49.8 63.8/ 52.8 61.7/ 50.3 63.2/ 52.8 61.5/ 50.7 62.5/ 52.9 61.3/ 51.1 61.9/ 53.0 60.6/ 51.0 60.4~ 52.1 59.3/ 50.4 59.0/ 51.3 58.0/ 49.8 57.5/ 50.4 56.8/ 49.1 57.0/ 50.3 55.9/ 48.6 56.4/ 50.2 55.1/ 48.1 55.9/ 50~0 54.3/ 47.6 55.3/ 49.6 53.6/ 47.0 54.7/ 49.1 July AugLtst 55. 9/ 5-L 4 55.6/ 50.9 ·54.8/ 5(1.1.5 54.5/ 50.2 54.2/ 49.8 53.7/ 49.5 53."3/ 49.6 56.3/ 50.8 5":J. 1/ 52. 3 61. 1/ 53. 4 62.4/ 53.8 63.0/ 54.4 63.4/. 54.7 63.9/ 63.8/ 63.6/ 62.5/ 61.0/ 5'3. 1/ 58.1/ 57.4/ 57.0/ 56~6/ 56.4/ 55.2 ~55. 3 55. 1 t14. 8 !53. ':J c•r, .-. \Jw .... ::. 52 .. 8 52 .. 6 5~'2. 6 5'2 .. 3 52. 0- Sept'ember 57.1/ 56.8/ 56. 1-/ 55. "3/ 55.7/ 55.7/ 56.5/ 58.3/ 60.2/ 61.9/ 5~1 • .::(. 53.0 52.5 52.2 52.2 52.1 52.4 53.3 54.3 55.0 63.5/ 55.3 64.5/ 55.7 64.'3/ 56.0 65 .. 2/ -56 .. 2 65.4/ 56.5 64.6/ 56.0 63.8/ 56.0 62.4/ 55.8 6~1.0/ 54.':I 5"3. 3/ 54. 7 58.7/ 54.4 58.3/ 54.4 58.i'/ 54.0 57.5/ 53.6 60.4/ 55.2 5"3. 9/ 54. 9 59.5/ 54.7 59.4/ 54.4 5"3. 1 / 54. 1 5':I. 3( 54. 1 60.7/ 54.7 62.7/ 55.1' 64.3/ 55.9 65. 8/ .56. 2 67.4/ 56.8 68.4/ 57.2 68.5/ 57.7 6"3.4/ 58.0 68.9/ 57.8 68.2/ 57.9 67.5/ 57.4 65.9/ 57.3 63. ':-}/ ;i6. 5 62. 6/ .. 55. ':-} 6~7-.:. 3/ 55 .. -·:=J 61.9/ 55.8 61. 4/ .55. 7 61. 1/ 55. 5 Nc,vember 63.0/ 58.6 62.8/ 58.4 62.6/ 58.3 62.5/ 58.2 62.4/ 5B.1 62.5/ 58.2 62.7/.58.3 ·52. ":JI 58 .• 4 64.1/ 5'3.0 65~ 4/ 5'3. 6 66.7/ '60.2 67.2/ 60.4 67.7/ 60.7 68. 3/ 60. "3 68.0/ 60.8 6 7. 7 / 6t;'). 6 67.4/ 60.5 66. 4/ 60. 1 65.5/ 5'3.7 64.6/ 5'3.2 64. 2/ 5'9. 1 63. 9/ 5"3. 0 63. 5 / 08. "3 63.2/ 58.7 De,:ember ----------------------------------------------------------------- 000 66.2/ 63.4 67.6/ 63.7 100 66~1/ 63.4 67.4/ 63.5 200 65.9/ 63.3 67.2/ 63.3 300 65.7/ 63.2 .66.7/ 63.1 400 65.5/ 63.0 £G.9/ 63.2 500 65.8/ 63.1 66.8/ 63.0 600 66.1/ 63.2 67.0/ 63.1 700 66.5/ 63.2 68.7/ 63.7 800. 67.9/ 63.8 70.5/ 64.3 900 69.3/ 64.4 72.7/ 65.2 1000 70.7/ 64.9 74.4/ 65.9 1100 71.2/ 65.1 75.6/ 66.2 1200 ?i.6/ 65.2 76.3/ 66.5 1300 72.1/ 65.4 76:7/ 66.5 1400 71.8/ 65.2 76.1/ 66.4 1500 7l.6/ 65.1 75.9/ 66.2 1600 71.3/ 64.9 74.1/ 65.6 1700 70.1/ 64.6 72.5/ 65.0 1800 69.0/ 64.2 70.3/ 64.5 1900 67.8/ 63.9 68.7/ 64.0 2000\ 67.4/ 63~8 60.01 a3.7 2100 67.0/ 63.7 67.8/ 63.8 2200 66.5/ 63.6 67.6/ ~3.9 2300 66.4/ 63.5 67.6/ 63.8 68.3/ 64.:L 68. 2i 64·. 0 67.8/ 63.8 67.5/ 63.5 67. 5./ 63. 4 67.4/ 63.2·· 67.6/ ~3.0' 68 .• 4/ 63. 2 7e).1/ 63.5 71.4/ 63.9 7:-:). 4/ 64. 6 74.3/ 65.0 75. 1/ 65. :3 75.5/ 65.6 75.4/ 65.6 74.6/ 65.7 73. 8/ 6~5. ~i 7:2.4/ 65.3 7(1. 1 / 62~. 6 6'3.2/ 64.4 68. 9/ 64. :~: 68.8/ 64.3 68. 4/ EA. :l 6§3. 3/ EA. 0 (;,2. 2/ 55 .. 3 51.7/ 54.9 61.3/ 54.5 60.8/ 54.0 61.0/ 54.0 61.2/ 54.1 61.4/ 54.1 64. 3/. 55_. 7 67.1/ 57.3 70.0/ 58.8 70.9/ 59.4 71. 7 I 60. 0 72. 6/ 50·. 5 72.0/ 60.5 71. 4/ 60. 5 70.B/ 60.4 6'3.3/ 59.6 67.~/ 58.9 66.3/ 58.0 65.5/ 64. '"0/ 64.1/ 63.4/ !:;i7.9 c,:-•..,--, ...JI • I 57.5 56.8 58. 7 / 52. '3 58 .. 2/ 52.5 57.7/ 52.0 57.2/ 5.1.6 56. 7/ 51. 2 56. 6/ 50. ':3 56.4./ 50.6 ·56.2/ 50.2 58. 7 / 51. 7 61. 1/ 53. 1 63.6/ 64.8/ 65. '3/ 67.1/ 66.G/ 66.1/ 65.6/ 64.3/ 63.1/ 61. 8/ 61..0/ 60.3/ 59.5/ 59.1/ 54.5 t:.""t::!" .-. ~w . ..::. 55.9 56.6 56.7 56_. 8 ~56. B 56"2 :=;5. 5 54. ':3 ~54. 4 !54. 0 53. ~5 53 .. 2 ~54. 5/ 50. 5 53.8/ 49.8 53. 1/ 4'3. 2 52.4/. 48.5' 51.7/ 47.'3 51.7/ 47.6 51.6/ 47.4 51.6/ 47.2 54.4/ 48.8 57.2/ 50.4 60. 1/ 51. '3 61.4/ 52.5 62.7/ 53.1 64.0/ 53.7 63.6/ 53.8 63. 1 / 53. '3 62.7/ 54.0 61. 2/ 53. 7 5"3. 7 / 53. 3 58.2/ 57.4/ 53 .. 0 c::• ..... t.":' ...J..::.N~ 56.5/ 52.1 55. 7/ 51. 7 55. 1/ 51. 0 DESIGN TEMPEF::,o, TUl:;;:E PFs:OFILES L,:,,:a-t i' ,:,n CZ07 -San Dii::g,:,, Califr:rrnia 04·-1 '3-':J 1 .. V Ely F::J'M Ass,:11: i ates; Inc 6100.1 '3020~":::" Prepared . . Carrier HoLtrly Analysis Pr,:,gram Page,? 1 ,:, f 1 ******************~********************************************************* ( F,:,rmat is db/wb F ) Hr Ja_nLtary FebrLtc:wy Mar,:1-1 Apr-il May JLtne _______ .. ___ .. _ ___ .. _____ .. ____ _____ .. ______ ··------·" .. _ ... , __ .. __ _______ ,._ .. -.... -.. _ ., __ .. __________ 00(2) 62.3/ 59 .. ~7:: 64.3/ 60.2 67.3/ 62 . .:.t 68.3/ 6~L.5 6"3. 3/ 64. ~:'i 71.3/ 65.6 100 '61. 7 / 58. '3 63.7/ 60.0 66.7/ 52.2 67.7/ 63 .. 3 68.7/ 64.3 70.7/ 65.4 200 61.0/ 58.7 63.0/ 59.8 66.0/ 61.'3 67.0/ 63.0 68.0/ 64.1 70. 0/ 65.2 300 60.5/ 5(-3. 5. 62.5/ 5'3.6 65.5/ 61.7 66.5/ 62.8 67.5/ 63. ':} 6'3.5/ 65.0 400 ·60. 1 / 58.3 62.1/ 5'3. 4 65.1/ 61.6 66. 1 / 62.7 67.1/ 63.8 6'3. 1 / 64. '3 5(2)0 60.0/ 58.3 62.0/ 5'3. 4 65.0/ 61.6 66.(2)/ 62. 7 67.0/ G:3. 8 6"3. 0/ 64.8 600 60.3/ 58.4 f.,2.3/ 5';). 5 65.3/ 61. 7 66.3/ 62.7 67.3/ 63.8 6'3.3/ 64.9 700 60. '3/ 58.6 62. '3/ 59.7 65. "3/ 61.'3 66. '3/ 63.0 67. "3/ 64.1 6'3.'3/ 65 •. 1 800 62. 1/ 5':J. 1 64.1/ 60.1 67.1/ 62 .. 3 6B •. 1 / 63.4 6'3.1/ 64.5 71. 1/ 65.5 '300 63. 8/. 59.7 65.8/ 60.8 68.8/ 62. ,:., 6':J. 8/ 64. vJ 70.8/ 65.0 72.8/ 66.1 1000 65.7/ 60.4 67.7/ 61.5 7(2).7/ ·63.6 71.7/ 64.6 72.7/ 65.7 74.7/ 66.7 .1100 67.'3/ 61.2 E/:J.'3/ 62.3 72. '3/ 64.3 73.'3/ 65.4 74. ':JI 66.4 76. '3/ 67.4 1200 70. 0/ 62.0 72.0/ 63.0 75.0/ 65.0 76.0/ 66.0 77.0/ 67.1 7'3.0/ 68.1 1300 71.6/ 62.5 73.6/ 63.5 76.6/ 65.5· 7'7.6/ 66.5 78.6/ 67.6 ·80.6/ 68.6 1400 72.6/ 62.9 74.6/ 63. '3 77.6/ 65. '3 78.6/ 66. '3 7'3. 6/ 67.'3 81..6/ 68.'3 1500 73.0/ 63.0 75.0/ 64.0 78.0/ 66.0 7'3. 0/ 67.0 !;30.0/ 68.0 82.0/ 6'3. 0 1600 72.6/ 6:'2. •3 74. 6/ · 63. "3 77.6/ 6~i. ';) 7f:1. 6/ 6E,.9 7'3. 6/ 67.9 8:1..6/ 68. '3 1700 71.7/ 62 .. 5 73.7/ 63.6 76.7/ 6~5. 6 77.71 66.6 78.7/ 67.6 80.7/ 68.6 1800 70. ::-::ii 62. 1. 72.3/ 63~1 75.3/ 65. :I. 76.3/ 66.1 77.3/ 67. 1. 7'3. 3/ 68.2 1'300 68.6/ 61.5 7"'. 6/ 6~'2 .. 5 73.6/ 64.5 74.6/ 65.6 75.6/ 66.6 77.6/ 67.6 2000 66. '3/ 60.8 68.'3/ Gi. "3 71.9/ 64.0 72.';;)/ 65.0 73.9/ 66. 1 75. ';)/ 67.1 2100 .65.5/ 60.3 67.5/ 61.4 70.5/ 63.5 71.5/ 64.5 72.5/ E,5. 6 74.5/ 66.6 2200 64.2/ 5'3. 8 66.2/ 60. ':;I , 6'3. 2/ 63.0 70.2/ 64.1 71.2/ 55.2 73.2/ 66.2 : '2300 63.1/ 5'3. 4 65.1/ 60.5 68.1/ 62.7 6'3. 1 / 63.7 70.1/ 64.8 72.1/ 65. ':J H1r JLtly August Septi;~mber o,:::t,:,bel" N,:,vember De,:ember _______ .. ___ ,, ..... _ -----------------·------____________ .. _ ---------------------- 000 72. :~/ 65.6 72.3/ 6~:'i. 6 70. 3,/. 64.5 6(:1.3/ 63.5 65.3/ 62.4 63 .. 3,1 60.2 100 71.7/ 65 •. 4 71.7/ 65.4 6'3.7/ 64.3 67.7/ 63, :3 64.7/ 5·::• ·::• .. _ ....... 62.7/ 60. 0 20(2) 71-.0/ 65N2 71.0/ 65.2 69.0/ 64.1 67.0/ 63. 0 .64. 0/ 61.9 62.0/ 59.8 300 '70.51 65.0 70.5/ 65.0 68.5/ E;4. 0 66.5/ 6:2.8 63.5/ 61.8 61.5/ 5'3.6 400 70. 1 I 64. '3 70.1/ 64. ';) 68.1/ 63.8 66.1/ 62.7 63.1/ 61.6 61. 1/ 59.4 500 70.0"/ 64.8 70.0/ 64.8 68.0/ 63. 7 .. 66. 01 6:2.7 63.0/ 61.6 61.0/ 5'3 •. 4 6(2)(2) 70.3/ 64. ';) 70.3/ 64. ';) 68.3/ 63.8 f~6. 3/ 62.7 63.3/ 61.7 f., 1.. :::; 5":). 5 70(2) 70.'3/ 65.1 70. '3/ 65'. 1 68. '3/' 64. 1. · 66. '3/ .63. 0 63.9/ 61.9 61. '3/ 5'3.7 8/l10 72. 1. I 65.5 72.1/ 65.5 70.1/ 64.5 68. 1.1 (:,3.4 65.1/ 62 .. 3 63.1/ 60.1 '300 73.8/ 66.1 73.8/ 66. 1 71.8/ 6!:i. (Z) €,9. 8/ 64.0 E,E,.8/ 6:2. •3 E,4. 13/ 60.7 1000 75.7/ E,6-. 7 75.7/ 66.7 73.7/ 65.7 -71. 71 64.6 "68. 7 / 63. 6 66.7/ 61.5 1100 77.9/ 67.4 77.'3/ 67.4 75. ':JI E,6. ,:f 7:3. '3/ 65.4 70. ';;j/ 64.3 68.9/ 6:'2. 3 1200 80.0/ 6fJ. 1 El0. 0/ 68.1 78.0/ 67.1 76.0/ 66. l?.l 73.0/ 6~.5. (2) 7:l.(2)/ 63.0 1300 S.1. 6/ 68.6 81.6/. 68.6 7'3. 61 67.6 77.6/ 66. !5 . 74. 6/ (;5 .. !5 7:2.6/ 63.5 1400 82.6/ 68. ':) 82.6/ 68. '3 80.6/ 67. ';~ 78. (-:ii 66. ";) 7!5. 6/ 65. '3 73.6/ 63. '3 1500 83.0/ 69.0 83. 0/ 6'3. 0 81.0/ 68. 0 7'3.0/ .67 •· 0 76.0/ 66.0 74.0/ 64.0 1600 82.6/ 68.'3 f::l2.6/ 68. 9 80. 6/ 67. "3 78.6/ 66.'3 75.6/ 6~'{. 'J 73.6/ 63.'3 1700 81.7/ 68.6 81. 7/ (:,8. 6 7"3. 71 67.6 Tl.71 66.6 74.7/ 65.6 72. 71· 63.6 1800 80. ~3/ 68.2 80.3/ 68.2 78.3i 67.1 76.3/ 66.1 73 .. 3/ 65.1 71.3/ 63.1 1'3¢0 78.6/ 67.6 78.6/ 67.6 76.6/ 66.6 74.6/ 6~-5. 6 71..6/ 64.5 6'3. 6/ 5·-, C' ..::.NW 2000 76. ';)/ 67. 1 .76.'3/ 67.1 74. ':J/ 66. (Z) 72.'3/ 6~5 .. 0 6'3. 9/ 64.(Z) 67. "3/ 61.9 2100 75.5/ 66.6 75.5/ 6G.6 73.5/ 6:5. 6 71.5/ 64.5 68.5/ 63.5 66.5/ 61.-4 2200 74.2/ 66 .. 2 74.2/ 66.2 7:2 .. 2/ 65 .. 2 70.2/ EA. 1 67.2/ 63.0 65.2/ 60. 9 2300 73.1/ 65.9 "73.1/ 65.'3 71. 1/ 64.8 6':3.1/ 63.7 66.1/ 62.7 64.1/ 60.5 MASTER SCHEDULE SUMMARY Page 1 Ptepared By: RJM Associates Inc 04-19-91 Carrier· ~ourly Analysis Program 6100190202 ************************************************************************ MASTEF.: SCHEDULE· 1. 0-0c,:upants ~fou1•·Iy F'ercentage::i . ----------------------------------------------------------------------H,:11-ir --·----> 0 I . 1 I 2 I 3 I 4 I 5 ·: (;, I 7 I f:3 I ':3 I 10 ·I 11 -------------------------------··---------------------------------------O-l.Jeekday 5 0 0 0 0 0 0 0 30 I 100 :100 : 100 O-l·Jeekend 0 0 0 0 ·0 0 0 0 0 0 0 0 0-Holiday 0 0 0 0 0 (2) 0 0 0 0 0 (2) DESIGN 1100 1100 1100 1100 I 100 / 1.00 1100 I 100 1100 ·1100 I 100 1100 H,:,ur -----> I 12 I 13 I 14 I 1 r.:-I 1G I 17 ' 18 I 19 ' 20 I 21 I 22 I 2~ ' I I I ~J ' I I I I I I I -------------------------------------------------------------------- O-l.Jeekday 80 I 40 80 1100 1100 l 100 30 10 10 10 5 5 I O-t.Jeekemd 0 , · 0 0 I 0 (2) 0 12) 0 0 I, 0 0 0 I ,. I 0-Hc,I iday 0 0 0 0 0 0 0 0 0 I (2) 0 0 I DESii:3N 1100 I 1 (2)(2) I 1. 00 1100 1100 / 1 (2)12) I 1 IZHiJ 1100 : 100 : 100 l 100 l 100 -' ------------------------------------------------------------------------ MASTER SCHEDULE SUMMARY . Page 1 Pnepared By: RJM Associates Inc 04-19-91 Carrier Hourly Analysis Program 6100190202 **~********************************************************************* MASTER SCHEDULE 2. O-Lights and Receptacles Hourly Percentages ----------------------------------------.-----------------------------H,:,1.ur ---·.-·--· > C,J I t:!• I \,.} I 6 : 7 : 8 : ·=~ : 10 : ll ---------------------------------------~----------------------------- 0-Weekdc:\Y 20 5 5 5 5 5 5 c::-,.J 80 ':t0 90 95 a-Weekend 5 5 5 5 5 5 5 5 5 5 a::: ..J 5 q-Holiday ,::• ,.J ,::• ,.J 5 5 5 5 c.· w c::-..J 5 5 5 5 DESIGN : 100 1100 I 100. 1100 : 1. (2)(2) I 100 1100 11.00 1100 1100 : 100 I 100 I I ---------·--------------------------------------------------------------H,:,ur ·-----> I 12 I 13 I 14 I 15 I 16 I 1?' : 18 I 1'3 I 20 I 21 I 22 : 23 ------------------------------------------------------------------------.. a-Weekday 95 80 80 '::10 ':30 ':15 80 70 60 40 3(2) 20 a-Weekend 5 5 5 5 5 5. t:::' ,:J 5 5 5 5 5 0-H,:,l i dc:{y ·-5 t:::' 5 t::.· I 5 5 5 5 5 c::-5 .::, .;;, ,.J I ..., DESIGN I 100 I 100 I 100 I 100· I 100 I 100 I 100 I 1.00 I 100 I :L00 I 100 I 100 I I I I I I I I I I I I -----· ----------------------------------------------------------------- ************************************************************************ MASTER SCHEDULE SUMMARY Page 1 •, Pn:tpa1··ed By : F.:JM Assoi:iatf~s Ina: 04·-1':J-':Ji Carrier Hourly Analysis Program 6100190202 ************************************************************************ MASTER SCHEDULE 3. O-Hot Water Hourly P~rcentages ---~--------------------------------------------------------------------Hour .. 0 I 1 I 2 I 3 I ,s'f. I 5 I 6 I 7 I 8 I 9 I 10 I 11. --·---•• !• I I I I I I I I I I I ·1 ----------------------------------------------------------------------- O-W1:-1ekclay 0 0 0 0 0 0 0 0 0 55 55 50 a-weekend I '0 0 0 0 ·0 0 0 0 0 0 0 0 ' 0-Hi:,1 iday 0 0 0 0 0 0 0 0 0 0 !Z) 0 DESIGN : 100 I 100 1100 : 1(()(2) I 1 (2)0 1100 1100 I 100 : 100 1100 : 100 : 100 I I ------------------------------------------------------------------------!·four--····--> : 12 l 13 I 14 I 1.5 I 16: 17 I 18 I 1'9: 20 I 21 l 22: 23 ----------------------------------------------------------------------a-weekday 55 I '30 6(2) I 80 I 70 75 30 30 50 I. 5 (i.') 0 I I• I I 0-We~kend. 0 .. 0 (,) 0 I 0 (1 0 0 0 0 0 0 I l 0-Hi:,l i day (2) 0 (2) 0 I 0 0 ,. 0 0 (2) (Z) (1 0 l I DES~f:iN 1100 1100 I 1 (2)0 : 10121 1100 110121 : 100 :100 l 100 : 100 : 10li') 1100 .---------------------------------------------------------------------- ************************************************************************ II r~ - Air Condiliqning lnd,anaPohS, IN City ol lnouslry, CA A88568 Model 654A is our !~test generation of packaged heat pumps for residential and pomrnercial -applications. The~e heat pumps are the result of our firm commitment tq the design and develop- ment of the finest heat pumps modern technology can offer. Our. commitment is backed by our advanced engineering·, test- lf!g, · and re~earch laboratories and our wealth of practical experience. , .. -· · · ' . ' Model 654A is designed in two basic cabinet sizes which feature a rectangular side-by-side duct configuration on all sizes.-Volt- age options meet most residential and commercial re_quire-· ments. Mod~ls install easily on i:l rooftop or-a gr9und-level p_ad._ FE;ATURES Convertible duct configuration, designed to be· easily ·con-. verted to either an end or dqwn discnarge unit which does not require an accessory plenum. Avail~ble in a variety of heating/cooling siz,es with voltage options to meet most residential and commercial requirements. This model installs easily on a rooftop or a grotiAd-level pad., · High-efficiency design with mm1mum SEER's up to 9.7 on single-phase models and 6.6 HSPF. Factory-assembled package is a compact, fully self-contained, combination heating/cooling unit that is prewired, prepiped, and precharged for mi~_imum installation expense. Rugged, efficient compressors are designed for high energy efficiency. Each compressor is hermetically sealed against cqn- tamination to help promote longer life and dependable opera- tion. It is vibration isolated to provide. quiet operation. All com- pressors have internal high-pressure and overcurrent protection:·:. :·. Direct~drive multisptied·, PSC blo".:ve_r motor on all M~~~ls: ._)~:1;~- .. . Direct-.drive, PSC, condens(!r .fan motors are design~d to h~0jp '· · reduce. energy consumption· and provide for cooling operation ·.:· · ~own to 55°F outdoor temperaturE:, . .' Crankcase heaters are standard· on all units. Heaters are ther- . mostatically controlled on all 208/230 volt models. Refrigerant system is designed to provide dependability. Liquid· refrigerant ·str~iners are used to promote clean, · unrestricted oper;,i.tion. Each. unit leaves tt)e factory with a full refrigerant charge. Refrigerant ·serv·ice connections make checking operat- ing pressures easier. ·· Unit design-Indoor and outdoor coils are computer-designed for optimum heat transfer and cooling efficiency. Condenser coil is fabricated of copper tube and aluminum fins and is protected by' a factory-installed coil guard. Vertical outdoor fan discharge carries sound and air up and away. Plastic drain pan ensures a long, durable, rust-free life. The Defrost System uses time · and temperature readings to ensure fast trq1,1ble-free defrost. A terminal block is located on the defrost board to provide quick and easy thermostat coi'inection. · W.eather,ized :cabinets ,are constructed of he-;,i.vy-duty, .. phosphated, zinc~coated steel; and are finished with corrosion- resistant: polyester o'r urethane coating. Interior surfaces of the evaporator/h~at-ex9hanger compartment are insulated to help keep the conditioned _··air)rom being affected by the outdoor ambient temperature.'·'··?·:,-.: : '• ':.:·'.::: .ACCESSORIES Supplemental .Electric Heaters that ·mount inside the heat purri'ps blower'compartment are available in a variety of KW and voltage options. . Additional Accessories are available to meet· the particular requirements of a variety of applications, such as, tbe econo- mizer, roof-curb, damper, filter rack, 0° low ambient kit, high · pressure kit, and Comprotec. Form No. PDS 654A.18.1D . ' ~ ····~~ ~-.,.,. ', OPTI OIIAL SUPPLY AIR OPENING F 2 3/16 • 55.6 sue·· 231.8 8 ··:;::... '\ .... # ', --·--...... f.' I \ E ~ .... CG . 1~ 3/16. (i\3:1,:1· I!!!!~ 3;,q !:.~§Q ... i.;l. 3~2.s i::.::i.s.o.~--, : . : REF : , . : ... ..:::-• -· ..,,, : --',..-: : \',.-: ~ : : ·L\:-: f -I t .-I • 1• I I ~---,----' ·----L-- ... ,... *i*' ~211~115· I , ¢ 716.0-, OF DUCT OF DUCT OPEN IN~ OPENING ----~6 5/16·----1176.3 TOP VIEW' COIITROL BOX/COHPRESSOR ACCESS DOOR BLOWER ACCESS i:===/.===;::=====l===i.DOOR 21 7132· 538.9 1 114• 31_.7 3;4• IIPT 1s:o . ORA I H OUTLET RIGHT SIDE VIEi/ rl~ 2 9/16. 65.1 7/8• DIA K.0. 22.2 . ALT. ELECT. ENTR'.f 1~ 21132• • 372.3 .: ';• ·? ~9 11a· 1266.8 2 3/16. 55.6 -:~ OPT! ONAL RETURN AIR OPENING REAR VIEi/ UNIT· 65~A018 65~A02~ 65~A030 · 65~A036 65~A~2 '" . . ' , .. 0 0 "' ± 1· ! I I i ~-OJ • I (;, .... ~ g (D (D .... 0 0 N N 31 li/32· 796.1 17/32. 38'.9 1siJ2· 10.3, ·a:. :.:: ~. : ,• ·7· X•YES t-· 0~110 ,· '" .;, ., -..: ·.· ., :~; . ... •, 654A REOUIREO CLEARANCES ciNCHES) UNIT TOP ......... ; •••••••••••••••• 48 BLOWER ACCESS PAiia SIDE ...... 30 DUCT SIDE OF UNIT._ ........... =6 HIN. CONTflOL BOX ACCESS SIOE ••••••• 30 SIDE OPPOSITE OUCTS ............. :·.30 BOTTOH OF UNIT.: ••••••••••••••. 0 FIRST EIGHTEEN INCHES OF SUol'LY DUCT ............ : ....... 1 NOTE; PROYISIOH lfJST BE HADE FOR FRESH AHBIENT AIR TO REACH THE OUTDOOR COIL 1/ITHOUT !!EC)RCULATIOH OF THE AIR FROH THE OUTDOOR FAN DISCHARGE. 3/8• DIA. CH. V. ENTRY) 3S. 0 (ACCESSORY • · ELECTRIC HEAT>· 7/8• DIA. (L. Y. ENTRY) ~2.2 I 319• oJA:cH.V. ENTRY) 3S.O (UNIT> • TYP (2> PLCS • . '.;··:, .... --~ fl •: .. : ... .;;;~~;-~J·..J I. . FLANGE ,·. · :· • . 'l,,..3 25/32• <UNIT SVPPOlm :·. ': . ·.• . , •. 95;0 3 25132• 96.0 !: }-· .-. (e~} ~i::)~:·~~ ,: .·_·:'.{:';~;:?~-·~:; FRONT VJE)I .- ~j~~~-siorial Drawing-Modei 654A-~:i:~~-018 thru 042 A89342 C __ , __ l'\), f,v ·CJ • • l SPECIFICATIONS-MODEL 654A-SIZES 018 THRU 036 Mod.el & Size E018 E024 E030 E036 N036 Serles A Cooling · · Rated Net Capacity (Btuh)* 18,000 24,000 28,600 35,400 Rated Airflow (elm)* 675 900 1100 1300 Power Factor 0.99 0.99. 0.99 0.99 0.99 SEER*/SEER w_lth FDR:t. :1:/9.2 9.4/9.7 9.2/9.5 9.2/9.7 - EER* -·-8.5 . ARI Sound Ratlngt · 7.6 7.6 7.8 8.0 8.0 Heatln(l · · Capacity at 47°F* 19,000 24,600 29,000 37,000 37,000 • Capc}city at 17°F* 10,500 12,500 15,600 20;500 20,500 COPat47°F --2.90 COP at 17°F. . , .. --1.75 HSPF* · .. .-:,.,'·;. . 6.6 6.6 6.6 6.6 - ELECTRICAL DATA Unit VQlts-Phase (60-Hz) 208/230-1 208/230....:.1 ·208/230-1 208/230-1 208/230-3 Ot>eratfng Voltage Range Unit Fl.Ill Load Amps . - Minimum Ampaclty for Wire Sizing** Minimum Wire Size (75°C Coooer)** · · · ·· Maximum Wire Length_(Feet)**. Maximum Fu.se Size (Amps)/HACR Circuit- . Breaker . . ·. . . . · Control Transformer-24-V (VA) _.., External Control Power Available· Heating/Cooling (VA) .. ·· COMPRESSOR, REFRIGERANT & CONTROLS Compressor Type RPM Rated Load Amps Locked Rotor Amps • Temperature & Overcurrent Protection Low-Ambient Operation (°F}tt Refrigerant Charge (R22) Rows & Fins oar inch .. Heiaht & Width !inch) Face Area (Sq Feet) Refrigerant Metering Device (Piston) ID/OD •"11111111,a:Jllt Ult'" Wheel Diameter& Width (Inch) · .Required Filter Area (Sq lnch):1::1= -Disposable-Type ... ' Cleanable-or Hloh-Caoacitv-Tvoe Motor HP & Speeds (No.) Nominal Speed (RPM) · ., Type & Service Factor Full load Amps ltu111ltlt ~--• Rows-& Fins per Inch· Face Area (Sq Feet) ltn••Jlllll~•:::J''h'r; ... untlllft • Fan Diameter (lncli),..,-Pitch (Degrees) Motor HP (DD.PSC) & Speeds (No.) Nominal-Speed CBPM) Full Load Amps 1a1....:.253 15.1 18.0 12 · · 90 25 11.7 49.0 5 lb-11 oz 18x20 2.5· 55/42 288 192 1-20 NOTE: Shaded areas of chart Indicate preliminary information only • 187-253 16.7 20.0 12 .. 85 30- 13.3 61.0 5.fb-8 oz 24 X 20. 3.3 63/55 10x 8 . 384 256 1/3---3 2.50 1/8-1 825 0.9 187-253 187'-253 20.3 24.4 24.5 29.3 10 10 110 95 40 45 60 20 Hermetic 3500 16.9 19.6 65.0 82.0 Internal Inherent 6 lb-12 oz 28 x 20 .3.9 · 67/57 528 352 1100 Direct Drive, PSC-1.0 '16-20 .:. ..... : 12.1 22--:--24 . *Rated In accordance with U.S. Government D.O.E. test procedures and/or ARI Standard 240-81 •. tRated In accordance with ARI 27Q.84. 187-253 .. -·16.9 19.9 12 100 30 I 12.1 I I . 67.5 I 7 ib-12oz 28x20 3.9 76/63 10 X 10 624 416 1/2-3 3.20 ... · · . ·',::· 2-20 ·- ·:,·::. 1.6 .. ·1/4-1 1050 I I I P036 0.99 - 8.5 8.0 37,000 20,500 2.90 1.75 - 460-3 414-506 8.3 9.8 14 285 15 5.9 33.8 112-2· 1.60 0.8 :t:Unit is factory shipped with FDR (Fan Delay Relay). . · **If other than 75°C copper wire is used, determine size from unit ampacity and -the National Electrical Code. Voltage drop ot'wire must be less than 2% of unit rated voltage. Maximum wire length is for one way along the wire path from unit to service panel. · · ttSee·"Optional Equipment Tables" for 0°F low-ambient kits that are available. · . :j::j:Requlred filter areas shown are based on the larger of the ARI-rated-cooling airflow or the heating airflow at a velocity of 300 (elm), for disposable. type or 450 (elm) for cleanable type. Air filter pressur~ drop must not exceed 0.08 Inch -water. ' -4....:.. :@ •::•:• ,, :,. Unit· , Size 018 024· .. . .. .... .. .. ·· . .-t. ... ·,··· : !?3Q -· . .. .. .. . .. · .... ,w ... .. ··---. 036 .. .. ... 042 048 .. ... .. / . .. . ' 060 .. .. ... .. MODELS 654A AIR DELIVERY (CFM) IN HORIZONTAL FLOW SET-UP AT INDICATED EXTERNAL STATIC PRESSURE & VOLTAGE (SIZ~S 018 THRU 060)* Motor External Static Pressure In-Water Volts/Phase/Hz Speed 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 LOW Watts 350 343 335 320 . 305 290 275 263 250 230 . CFM 913 905 891 848 827 765 699 651 606 575 230/1/60 MED Watts 550 525 500 475 450 . 413 375 355 335 315 CFM 1366t 1336t 1302t 1250t 1201t 1098t 982 898 776 676 HI Watts 625 598 570' 540 510 483 455. 420 385· 368 CFM 1584t 1552t 1467t 1414t 1332t 1256t 1146t · 1010 825 750 ·LOW Watts 360 353· 345 333 320 300 280 265 250 -.. .. CFM' •. 950 . :--935. 926 900 885 811 733 700· _, - 230/1/60 ·MED Watts 580 550 520 495 470 443 ·415 375 335 . 318 .. CFM 1414t ·1399-· · 1373 · 1333. 1289 1229 1148 1015 · 811 747 .. HI .. Watts . 660 630. 600 : 573 · 545 · .. 518 490 · 443 395 378 CFM 1652t 1614t 1556t 1520t 1440t • 1375 1277. · 1098 876 . , 799. .. : l()"fl Watts "360 ., .. 353. 345 . 333 320 --: -· --- CFM·· •. 937 ··933 929 919 · 893 : , ... ... ,... -· ---- •230/1i60 MED Watts 575 ,. 553 530 510: ... 490· ·. "460 · 430·, 393 355 -."\ . .. ... .. CFM '•1425 :·1413 1391 ·. 1358 · 1325· .. 1268 1196.' 1071 875 · -.. . HI Watts -680 --645·--610 585 560 · 533 .. 505::· 453 400· 380, .. . . .. . .. ·CFM 1670 · 1541 1576 1533 1468 1419 · 1324:, . 1134 920 ·.875 ho " LOW Watts· "·403 · · ·396. .. 388 ----,. --- : ,230/1/60 '\1• CFM 1088 1075 · 1050· .. .• -..... ----- 230/3/60 .. ·:MED· Watts. :· 653 .. 627: 601 572 542 .. 513 483: 467 -- 460/3 .... . . CFM ·•1636· 1599 1553 1480 1393 1275 1158 · · 1050 --HI Watts -817 m 737 699 680 624 588 565 541 - CFM ·2034t 1957t 1846t. 1734 1602 1571 · 1316. 1225 1072 - LOW Watts ----.. ------230/1/60 CFM -.. --------- 230/3/60 MEp. Watts 653 627 601 572 542 · 513 ---- 460/3 ·-CFM ·1636 1599 1553 1480 1393 1275 ... ----HI Watts 817 777 737 · 699 660 624 588 565 -- CFM 2034t 1957t 1846t ·1734 · 1602 1571 1316 1225 1072 -... LOW Watts 820 -773· '725 .. ·683 640 ----. - 230/1/60 .. CFM 1891 1855 · 1819. 1'752 1684, ----- 230/3/60 MED Watts 910 868 825 · 783 740 688 635 --- 460/3 CFM 2160 2080 2000 · 1890 1780 1690 1600. --... .. HI··· ·watts -... ··-1000 963 925 · ·878" 830 790 · · :· 750 690 --... ·CFM · 2340 .2255 2170 ·2048 '1925. 1773 1620 1490 -· ·- :LOW Watts· ·1212 ., '1161 . 1110 ---.. --.. -:---- 230/1/60 .. .. CFM 2013 ·2000· -------- 230/3/60 ··MED· Watts 1482 1415 -1348 · 1289 '1229 .. ·, 1180 ---- · ·. 460/3 ., , CFM · 2230 . ·2296 2150 2101 ·•2035 2000 ----- HI Watts 1640 · ···1561 1481 1433 1384 1329 1274 · 1222 1170 -... -· ... CFM · 2632t .. 2579t •. 2473t 2411t· 2322 • 2249 · 2160 2077 2000 - 1.0 -- 295 . 609 350 665 ----· 360 701 ---... ------..... - ...;. -------------- -:---- *Aitdellveries.based on unlt'dry coll without air filter or·optlon'al electric heaters. Deduct tleld·supplleci air filter and electric heater pressure drop to · obtalrl'external static pressure available for ducting. Dashes _indicate portio.ns·or the table below 350 cfm per ·each· 12,000 Btuh of rated cooling capac: ity. lr1do!Jr coJI Icing may occur ~t these·statlc pressures and resulting cf m's: , •· ..... - tA~~-~,~~t~~eed~ ~axlmum coll_veloclty. Condensate niay be.blown off ofco11:·· . . WET COIL PRESSURE DROP AT RATED AIRFLOW Unit Size Wet Coll P .D. (In. we.) 018 .054 024 .057. Q30 .060 036 .070 . 042. ·.075 048 .086 060 .100 -10---, . c· w-= tWmi. ~- DETAILED NET COOLING CAPACITIES-MODEL 654A-SIZES 018, 024, 030 & 036 ) Indoor Coil Air CFM F .. WB , :-fl'rtnutif: . ! 72 ' 600 67 .,077* · 62 . 57 72 675 67 .095* 62 57 72 750 67 ,120* 62 57 654AN024 72 800 67 .083* 62 57 72 900 67 .110* 62 57 72 1000 67 .141* 62 57 654AN030 72 1000 67 .090* 62 57 7-2 1100 67 ,120* 62 57 12· 1250 67 .154~ 62 57 654AN036 72 1200 67 · ,101* 62 57 72 1300 67 1.1.21* 62 57 72 1500 .57 .164* 62 57 NOTES: .. 85 Capacity MBtuh Total 19.7 18.6 17.1 ', 16.7 20.2 19.0 17.5 17.3 20.0 19.1 17.8 17.6 27.6 25.1 22.9 22.4 28.0 25.5 23.4 · 23.2 28.3 25.9 23.9 23.9 32.5 30.0 27.4 27.0 32.9 30.4· 28.0 27.8 32.9 30.7 28.7 28,7 39.7 37.0 33.9 33.2 40.0 37.4 34.4 34.0 40.0 37.9 35,3 35.3 Sens 9.64 . 12.7 15.6 · 16.7 10.0 13.4 16.5 17.3 10.1 14.0 17.3 17.6 · 13.9 . 17.9 21.5 22.4 . 14.5 18.9 22.8 23.2 15.1 19.9 ·23.9 · 23.9 16.5 :, 21.7 26.2 · 27.0 17.0 22.7 27.5 27.8 17.6 24.0 · 28.7 2S:7 19.9 26.2 31.8 33.2 20.4 27.2 33.1 34.0 21.0 29.0 35.1 35.3 Total System -KW 2.H 2.07 2.02 .2.00 2.18. 2.13 2.08 2.07 2.21 2.18 2.13 2.12 2.72 2.62 2.53' 2.51 2.78 2,68 2.59 · 2.58 ·2.83 2.74 2.65 2.65 ,·. 3.23 · 3.:18. 3.11 3.10 3.29 3.24· 3.19 3.18 · . 3.35 3.30 .. 3.27' 3:2a · 3.87 3,82 · 3:75 3.73 3.92 3.87 3,81 3.80 4.01 3.97 3.93 3.93 OUTDOOR COIL ENTERING AIR TEMPERATURES (F) 95 105 Capacity Total Capacity Total MBtuh System MBtuh System Total Sens KW Total Sens KW 19.2 9.54 2.26 18.4 9.28 2.39 17.7 12.4 2.19 16.7 12.1 2.31 ·, 16.2 15.2 2.13 15.3 14.7 2.24 15.9 15.9 2.12 15.1 15.1. 2.23 19.4 9.82 2.31 18.5 9.61 2.44 18.0 13.1 2.25 17.0 12.8 2.37 16.6 16.1 2.19 15.6 15.5 2.31 16.5 16.5 2.19 15.6 15.6 2.31 19.3 10.0 .2.35 18.6 9.92 2.49 .18.2 13.8 2.30 17.1 13.5 2.42 16.9 16.8 2.25 16.0 16.0 2.37 16.8 16.8 2.24 16.0 ·16.0 2.37 26.1 13.4 2.88 24.5 12.9 :· 3.04 · 23.6 '17,3 2fl 22.1 .16.7' 2.91 21.6 20.8 2.67 20.3 . 20.0· · 2.81 21.3 21.3 2.66. 20.2 20.2 .·. 2.81 26.5 14.0 2.94 · 24.8 .13.5 :. 3.10 ~ 24.0 18.3 2.82 22.4 · 17.7 ,. · 2.97 . 22.1 22.0 2.73 20.9 · 20.9 .... :. 2.88 · 22.1 22.1 2.73 . 20.9 .: :20.9 :: __ : 2.88 · 26.8 14.6 2.99 25.1 '14.1 3.15 · 24.3 19.3 : 2.88 22.7 18.7 :: · 3.02 22.7 22.7 2.80 21.4 21.4 : " .. 2.96 22.7 22.7 :. 2.80 21.5 · 21.5: ::, 2.96 ·. 31.0 · 16.0 · ,, 3.49 .-·· 29.2 15.5-~i :;, 3.75 ·: 28.2 21.0 · 3.42 · 26.5 20.3 .:. 3.65 25.9 25.4 3.34 . 24.4 · 24.4. 3.57 .25.7 25.7 3.33· 24.4 24.4 3.57. :· 31.3 16,6. 3.56 29.5 16.1 · · · 3.83 28.6 22.1 ·3.49 26.8 · ·21.4 3.73 · 26.5 26.5 ;3.42 25.1 25.1 3.66' 26,5 26.5 3.42 25.1 ,. 25.1 . 3.66 31.5 17,3 3.62 29.7 16.8 3.89 28.9 23.4 · 3.56 -27.0 22.7 :·· ,, 3.80 27.2 27.2 3.51 25.8 25.8 3.75 27.3 27.3 3.51 25.8 25.8 · ... 3.75. · 38.3 19.5 4.19 36.4 18.9 : , 4.51 ·, · '35.1. 25.5 4.11 . · 32.9' 24.7 ... .. 4.39 32.1 30.8 4.02 30.3 29.8 . 4.28 31.6· 31.6 '•,4.00 30.0 30.0. 4.28 38.5· 20,0 4~24 36.7 19.5 4.56 35.4 26;5 4.16 33.3 25.7 4.45 32.6 32.0 4.08 30.7 30.7 4.35 32.4 32,4 4.07 30.7 30.7 4.35 38.9 20.9 . 4.34 37.0 20.5 4.67 35.9 · 28.4 4.27 33,8' 27:6 4.57 33,6 33.6 4.21 31.8 31.8 4.49 33'.6 . 33,6 4.21 31.8 31.8 4.49 1. Total-and·sen~ible capacities are net capacities. Blower motor heat has been subtracted. " 115 Capacity MBtuh Total Sens 17.3 · 8.92 15.7. 11.7 .14.3 14.1 14.2 14.2 17.4 9.27 15.9 12.4 14.7 14.7 14.7 14.7 17.5 9.60 16.0 13.1 15.1 15.1 15.1 · 15.1 22.8 12.3 20.6 16.1 19.0 19,0 19.0 19.0 23.1 12.9 20.8 17.1 19.6 19.6 19.6 19.6 23.3 13.5 21.0 18.0 20.2. 20.2 . 20.2 • 20.2 :: 27.3 ' '.14.8 24.7 19.6 23.1. 23.1 23.1 23.1 . 27.5 15.4 25.0 . 20.7 23.7 23.7 23.7 23.7 27.6 16.1 25.2 22.0 · 24.3 24.3 24.4 24.4 34.3 18.3 30.8 23.9 28.5 · 28.4 28.5. 28.5 34.5. 18.8 · 31.1 24.9 29.1 29.1 29.1 29.1 34.9 19.9 31.5 26.7 30.1 30.1 30.1 30.1 Total System KW 2.52 2.43 2.36 2.35 2.57 2.49 2.43 2.43 2.62 2.55 2.49 2.49 3.19 ·3.05 2.96 2.96 3.25 3.11 3.04 3.04 3.30 . 3.17 3.11 3.11 3.99 3.88 .3.80 3.80 . 4.06 · ·3'.96 3.89 3.89 4.13 . 4.03 3.99 3.99 4.81 4.66 4.55 4:55 . 4.87 4.72 4.63 4.63 4.98 4.84 4.78 4.78 2. Sensible heat capacities shown are based on BO'?Fenterlng air at the.Indoor coll. For sensible capacities at other than 80°F, deduct 850 Btuh per 1000 Cfm of indoor coll air for each deg_ree below 80°F; or add 850 Btuh per 1000 Cfm or indoor coli air per.degree above 80°F. 3. Total-system KW includes compressor KW, outdoor ran motor KW, and lndoorblower motor KW. *Bypass factor. -11- OJL..IMIL.1-LI l"IC:1-\I ll'11.:1 \.,At'A\_;I I lt:~-MUUl:::L 654A-SIZES(018 A_ND 024 ) • Indoor ~ -Indoor Coll Coll Capacities Outdoor Coll Air Temp (F EDB) ., ~ Alr'Temf" Alrflow . (FEDB (elm) -10 0 10 17 20 30 40 47 50 60 I r,l'thlll : Instantaneous (MBtuh) 5.43 7,.38 9.32 10.9 11.6 14.2 17.2 19.5 20.6 24.3 600 Integrated (MBtuhj 5.01 6.79 8;56 9.92 10.5 12.4 17.2 19.5 20.6 24.3 Total Power Input (KW) 1.41 1.49 1.57 1.63 1.65 1.73 1.83 1.90 1.93 2.04 -Instantaneous (MBtuh) 5.55 7.53 9.50 11.1 11.8 14.4 17.5 19.8 20.8 24.1 60 675 · integrated (MBtuh) 5.13 6.92 8.72 10.1 10.7 12.6 17.5 19.8 20,8 24.1 Total Power Input (KW) 1.46 1.53 1~61 .. 1.66 1.68 1.76 1.85 1.92 1.94 2.02 Instantaneous (MBtuh) 5.67 7.67 9.66 11.3 12.0 14.6 17.7 20.1 21.0 24.1 ·750 Integrated CMBtuh) 5.24 7,05 8.87 10.3 10.9 12.8 17.7 20.1 21.0 24.1 Total Power Input (KW) 1.50 1.57 1.64 1.69 1.71' 1.79 1.88 1.95 1.96 2.02· Instantaneous (MBtuh) 5.02 6.92 8.81 10.3 11.0 13.5 18.4. 18.7 19.8 23.4 600 Integrated (MBtuh) 4.64 6.36 8.08 9.40 9.95 11.8 16.4 18.7. · 19.8 23.4 Total Power Input (KW) 1.43. 1.52 1.62 1.68 1.70 1.80 1.90 1.97 2.01 2.13 Instantaneous (MBtuh) 5.14 7.06 8.98 10.5 11.2 13.8 16.7 19.0 20.1 23.8 70 675 Integrated (MBtuh) 4.75 6.50 8.24 9.57 10,1 12.1 16.7 19.0 20.1 23.8 Total Power Input (KW) 1.48 1.57 1.65 1.71 1.73 1.82 1.92 1.99 2.03 2.15 Instantaneous (Mi3lu.h) 5.27 7.20 9.14 10.7 11.4 14.0 . 17.0 19.3 20.3 23.9 750 lnteorated (MBtuhl 4.86 6.63 8.39 9.74 10.3 12.2 •17.0 19.3 20.3 23.9 Total Power Input (KW! 1.52 1.61 1.69 · 1.75. 1.77 1.85 . 1;95 2.02 2.04 2.14 Instantaneous iMBtuh) 4.42 6.35 8.28 · · 9.73 . 10.4 • 12.8 '15.7 17.9 18.9 22.5 600 lnteorated (MBtuh) 4.09 . 5.85 7.60 8.87 9.42 11.3 15.7 17.9 18.9 22.5 Total Power Input (KW) 1.45· 1.55 1.65 1.72 1,75 1.86 .1.96 2.04 2.08 2.21 lnstan'taneous (MBtuh) 4.59 6.52 8.46 9.92 10.6 13.1 16.0 18.2 19.3 22.9 80 675 Integrated (MBtuh) 4.24 6.00 7.76 9.05 9.60 11.5 ·16.0 18.2 19.3 . ·22.9 .. Total Power Input (KW) 1.49 1.59 1.69 1)6 1.79 1.88 1.99 2.06 2.10 2.22 Instantaneous · (MBtuh) 4.71 6.66 ' 8.61 • 10.1 10.8 13.3 . 16.2 18.5 19.5 23.2 750 Integrated (MBtuh) 4.36 6.13 7.91 9.21 9.76 11.7 16.2 18.5 19.5 23.2 Total Power Input . {KW) 1.54 1.63 {73 1.7;9 1.82 1.91 . 2.01 2.09 2.12 2.24 •ii--,• 111\\lf P.Jf . Instantaneous (MBtuh) 5.37 8.10 10.8 13.0 .13.9 17.5 21.8 25.3 27.0 32.7 800. lnteorated · (MBtuhl 4;97 7.45 9.94 11.8 12.6 15.3 21.8 25.3 27.0 32.7 Total Power lnout· · (KW) 1.59 1.72. 1.85 .1.94 1.98 2.11 2.25 2.37 2.42 2.60 Instantaneous (MBtuh) 5.54 8.27 11.0 13.2 14.1 17.7 :22.1 25.7 27.4 33.2. 60 900 lnteorated CMBtuh} 5.12 7.61 10.1 12.0 12.8 15.5 · 22.1 25.7 27.4 33.2 Total Power Input (KW) · 1.63 1.75 1.88 1.96 2.00 2.13 2.27 2.38 2.43 2.60 Instantaneous (MBtuh) 5.64 8.40 11.2 · 13.3 14.3 18.0 22.4 26.0 27.8 33.7 1000 Integrated (M8tuh) .5.21 7.73 · 10.2 12.2 13.0 15.7 22.4 26.0 27.8 33.7 Total Power lnout (KW) 1.67 1.79 1.9.1 1.99 2.03 2.15 2.28 2.39 2.44 2,61 Instantaneous (MBtuh) 4.64. 7.39 10.i 12.3 13.2 16.7 20.9 24.2 25.9 31.3 800 Integrated (MBtuh) 4.29 6.80. ·9.30 · 11.2 12.0 14.7 20.9 24.2 25,9 31.3 Total Po.wer Input (KWl 1.63 1.TT. '1.91 2.01 · 2.05 2.20 2.36 2.48 2.53 2.72 Instantaneous {MBiuh) 4.75 7.54 10.3 12.5 13.4 17.0 21.2 24.6 26.3 31.9 70 900 Integrated (MBtuh) 4.40 6.9·4. 9.48 11.4 12.2 14.9 21.2 24.6 26.3 31.9 Total Power Input (KW) 1.67 1.80 1.94 2.04 2.08 2.22 2.37 2.49 2.54 2.72 Instantaneous (MBtuh) 4.88 7.69 · 10.5· 12;7 13.6 : 17.2 21.5 24.9 26.6 . 32.3 ... 1000 Integrated (MBtuh) 4.52 . 7.08 9.64 11,5· 12.4 15.1 21.~ 24.9 26.6 32.3 Total Power Input (KW) · 1.7.1 . 1.84 1.97 . 2.07 2.11 2.24 '2.39 2.50 2.56 2.73 Instantaneous (MBtuh) 3.84 6.58 9.32 . 11.5 12.5 16.0 20.0 23.1 24.7 30.0 800 Integrated (MBtuh) 3.55 6.05 . 8.55 10.5 11.3 14.0 20.0 23.1 24.7 30.0 Total Power-Input (KW) .1.66 1.81 .1.96 2.07 . 2.12 2.28 2.46 2.58 2.64 2.84 Instantaneous (MBtuh) _3.96 6.73 9.51 11.7 12.7 16.2 20.3 23,5 25.1 30.5 (JO .... 900 lntearated (MBtuh) 3.66 6,19 ··8.73. 10.7 . 11.5 14.2 20.3 23.5 25.1 30.5 Total ·Power Input . (KWl 1.69 1.84 1.99 .'2.10 2.15 · 2.31 2.47 2.60 2.65 2.84 Instantaneous (MBtuhl 4.06 6.88 9,69 11.9 .. .. 12.9 16.4 20.6 23.8 25.5 30.9 1000 Integrated (MBtuh) :3,75. 6.33 8.89 10.9 11:7 14.4 -:20.6 23.8 25.5 30.9 Total Power Input (KW) 1.73 . 1.88 2.03 2.13 2.16 2.33 2.49 2.61 2.67 2.85 -13- ; j. 1 i I .! !' ... ' .. .. . .. . -lndoqr Coll AlrTemf •.. (F EQB ..,_"",.,1,u11u1 .. 60 : 70 . }'' .. .. . :.·oo·:· ... L .. .: .... .. \"'•.,\,• ' ' ,•' .•. ' .•. u, • ..:••t ., .... -~ • ~-·· • ·-.. .. 60 '. 70 : '. , .. 80 .;., . •. . ' .. .. ... DETAILl;D HE~TING CAPACITIES-MODEL 654A-SIZES 030 AND 036 Indoor ... ' .. Coll '. Airflow .{ Cll(l~ltles Outdoor Coll Air Temp (F EDB) · (cfm) -10 0 10 17 20 30 40 ,. , Instantaneous ., --. ... (MBtuh) 7.60 10.6 13.7 16.0 17.1 :21.1 25.7. .. . 1000 lnteorated (MBtuh) 7.02 9.78 12.5 14.6 15.5 18.4 25;7 Total Power Input (KW) 1;99 2.12 2.25 2.34 2.37 . 2.50 2.64 -.. Instantaneous (MBtuh) 7.79 10.8 13.9 16.2 17.3 21.4 26.1 1100 lntearated (MBtuh) 7.19 9.96 12.7 14.8 15.7 18.7 26.1 Total Power Input (KW) 2.05 2.17 2.29 2.37 2.41 2.53 2.66 Instantaneous (t.1Btuhl 7.95 11.0 14.1 16.5 17.6 21.6 26.4 1250 lntearated (MBtuhl 7.34 10.1 12.9 15.0 15.9 19.0 26.4 Total Power lnout (KW) 2.10 2.22 2,34 2.41 2.45 2.56 2.68 Instantaneous (MBtuh) 6.81 9.91 13.0 15.4 16.4 20.2 24.7 1000 Integrated (MBtuh) 6.29 9.12 11.9 14.0 · 14.9 17.7 24.7 Total Power Input '(KW) ! 2.05 2.20 2.34 2.45 2.49 2.64 2.79 Instantaneous (MBtuh) ! 6.99 10.1 13.2 15.6 16.7 20.5 · 25.1 1100 Integrated (MBtuh) , 6.46 9.30 12.1 14.2 15.1 18.0 25.1 .. Total Power Input (KW) 1 2.11 2.25· 2.39 2.49 2.53 2.67 2.81 '. Instantaneous (MBtuh) : 7.15 10.3 13.4 15.8 16.9 20.8 25.4 1250 Integrated ... . ..... (MBtuh) ·6.61 9.47 12.3 14.4 15.3 18.2 25.4 Total Power Input . (KW) 2.16 2.29 2.43 2.53 2.57 2.70 2.84 Instantaneous (MBtuh) 5.97 9.08 12.2 14.6 15.7 19.4 23.8. : 1000 Integrated . (MBtuh) 5.52 8.35 11.2 .. 13.3 14.2 17.0 23.8 Total Power lnpur--;:-. \ (KW) . 2.10 2.27 2.43 2.54 2.59 2.76 2.94 Instantaneous ... -(MBtuh) 6.14 9.28 . 12.4 14.9 15.9 19.7 24.1 ' .. 1100 Integrated (MBtuh) 5.67. . 8.54 11.4. ·13.6 14.5 17.3 24.1 ' ... Total Power Input ·'.(KW) 2.16 2.32 2.59 2.63 2.80 .. 2,95··, 2.47 Instantaneous • lMBtuh) ·5,31 9.47 12.6 15.1 16.2 20.0 • 24.5 :_ .,· -~~-~ Integrated --'(MBtuh) 5.83 8.71 11.6 13.8 14.7 17.5 24.5 . Total Power Input ...:~,-.r-'• . (KW) 2.21. 2.37 .-2.52 2.63 2.66 2.63 · 2,99" ' ........ ,. insiantaneous . ., . ... -.... (MBiuhl 10.6 14.4 18:2' .. 21.1 22.5 27.5 33.3 12(!0 Integrated · ... (MBtuh) 9.81 13.3 . 16.7 19.3 20.4 24.1 33.3' : Total Power Input"·· ·•·•. · (KW) 2.57 2:73 2.89 · 3.00. 3,05· 3.21 3.39' :, Instantaneous ... ... (MBtuh) 10:5· 14.6 18.4 · · 21.4 22.7 27.7 33.6. 1300 lntearated • ,-u_. • IMBtuhl 9;98 13.4 16.9 19.5 20.6 24.3 33.6 ... Total Power'lnput .. (KW) -2.62' 2.77 2.92 3.03 3.08 3.23 3.40' Instantaneous (MBtuh) 11.1 14.9 18.7 '' 21.8 .23.1 28.2 34.2 1500 Integrated .... (MBtuh) 10.2 13.7 17.2 19.8 21.0 24.7 34.2' Total Power Input .. (KW)' 2.70 2.85 2.99 3.09 3.13 3.28 3.43 · Instantaneous. (MBtuh) 9.58 13.5 17.4 20.3 21.6 26.4 32.0 1200 Integrated . (MBtuh). 8.85 12.4 16.0 18.5 19.6 23.2. 32.0 · Total Power Input "(KW), 2.64· 2.82 3.01 3.13 3.19 3.37 3.57 lhstanlaneous (MBtuhl 9.75 13.7 .17.6 20.5 21.8 26.7 32.4 1300 Integrated ., (MB_luh) 9.01 · 12.6 16.1 18.7 19.8 23.4 32.4 Total.Power Input (KW) 2.68 . 2.86 3.04 3.16 3.21 3.39 3.59 .. Instantaneous (MBtuh). 10.1 14.0 17;9 20.9 22.2 27.2 32.9 1500· Integrated .. (MBtuh) 9.31 12.9 16.5 19.0 20.1 23.8 32.9 Total Power Input .. (KW) 2.11·· 2.94 3.11 3:23. 3.28 3.45 3.63 . Instantaneous ___ ,. (MBtuh) .8.49 12.4 16.4 19.4 20.7 25.4 30.8 1200 . · lnte.grated .. .. (MBtuh) 7.85 11.4 . 15.0 17.7 18.7 22.2 30.8 .. Total Power Input ... (KW)_ 2.70 ·2.90 3.10 3.25 3;31 3.53 3:75' Instantaneous (MBtuhl 8.64 12.6 16.6 19.6 20.9 25.7 31.1 1300 Integrated (MBtuh) 7.98" 11.6 15.2· . 17.9 18.9 22.5 31.1 Total Power Input ~-.. , "(KW) 2:14 2.94 ,3.14 . 3.29 3.34 3.55 3.77. . -~-.. ~. Instantaneous {MBluh) 8.94 -13.0 .. ·11.0 . 20.0 21.3 26.1 31.i· .. -t· 8.26' 11.9 , 1500 Integrated ' (MBtuh) 15.6 18.2 19.3 22.9 31.7 Total Power Input .... (KW) 2.83 3.02 3.21 3.35 3.41 · 3.61 3.81 . . -. . ·~ .. -14- . ... !.: . ! 47 50 · 60 29.7 31.6 37.7. · 29.7 31.6 . 37.7 2.76 I 2.81 '2,98 30.1 32.0 38.3 30.1 . 32.0 38.3 2.77 2.81 2.97 30.5 32.5 38.8 30.5 • 32.5 38.8 2.78 2.83 2.98 28.6 30.3 36.3 28.6 30.3 36.3 2.92 2.98 3.16 29.0 30.8 36.9 29.0 30.8 36.9 2.93 ··2.99 3.16 29.4 31.2 37.4 29.4 31.2 37.4 2.95 3.00 3.17 27.5 29.2 · ·34.9 27.5 29.2. ,34.9 3.08 3.14 3.34 · 27.9 · 29.6 35.4 27.9 29.6 · 35.4 3;09 3.15 · 3.35' ·. 28.2 ... , 30.0 35.9 ·28.2 30.0 35.9 . 3:12 , . ·3:11 ., 3.36 38.1 40:4 47.9 ·38.1 40.4 47.9 3.54 ·'3.60 3.83 .. ..... ·38.5 40.8 48.4 38.5 40.8 48.4 3.54 3.61 3.82 39.2 41.5 49.3 39.2 · 41.5 49.3 3.57 3.63 ·3,83 36.6 38.8 46.0 36.6 38.8 46.0 3.73 3.81 · 4.05 37.0 39.2 46.5 37.0 39.2 46.5 3.74 3.81 4.04 37.7. 39.9 47.4 37.7 39.9 47.4 3.77 3.84 4.05 35.2 37:3 44.2 35.2 37.3 44.2 3.92 4.00 4.26 35.6 37.7 44.7 35.6 37.7 44.7 3.93 4.01 4.26 ·36.2 , .. 38.4 45:s 36.2, 38.4 45.6 3.97 4.04 4.27 " t • AMERICAN GAS· ASSOCIATION LABORATORIES • 1ance .. .. CERTIFICATE NO. U-915-2A TYPE OF APPLIANCE Natural Gas Vehicle Fueling Device A.G.A.-Reguirement for Natural Gas TESTED UNDER STANDARDS Vehiqle Fuel:;ng Appliances No .. '2-90 TRADE NAME Fuelmaker NUMBER F?:14 GASES. Natural COMPANY Fuelmaker Corporation MANUFACTURING LOCATION Rexdale, Ontario, Capada American Gas Association certifies to the manufacturer that the design of the appliance(s) listed above has (have) been found to comply with applicable sections of the above standards. The manufacturer may display on all appliances that are equivalent to the certified model(s) the Laboratories' Certification Seal for Appliances, which has been registered in the U;S: Patent Office by the Association. This Certificate is not assignable nor ISSUED ATClevela,nd, OH EFFECTIVE THIS 27th . DAY OF May AMERICAN GA$ ASSOCIATION BY~-~- ;;;;scHULTE Vice President, A.G.A. Laboratories transferable without written conse·nt of the Association and is revocable. The manufacturer or other party to whom this certificate is issued has signed either an Application for Certification, Application for Certification under A.G.A. Requirements, or the Distributor's Listing Agreement and the certification or revocation thereof is subject lo all the terms and conditions specified therein. MICHAEL BALY Ill President .. ... : :.,d } ,~-__ ;: :---\....,· ; . Canadian Gas Association Association Canadienne du Gaz CERTIFICATION DATE: REPORT NO: TYPE OF APPLIANCE: MODEL: STANDARDS:. .. USTEE & SUBMITTER: FACTORY: REVISED May 21, 1992 180S-VRA-8623 Vehicle Refuelling Appliance FM4 Certification Requirement CR90-009 C.S.A. C22.2 No. 119:.M1985# A.G.A. Requirements, No. 2-90 # Applicable Sections Only FUELMAKER CORPORATION Box 12503, 1066 West Hastings Street Vancouver, British Colwnbia Canada V6E 303 FUELMAKER CORPORATION 70 Worcester Road Rexdale, Ontario Canada M9W 5X2 The certification Laboratory of the Canadian Gas A.$sociation has examined the above appliance and has found the design, as detaifed in· the Certification Report, complies with the noted Standards where applicable. The Canadian Gas Association, hereby grants certification of the subject appliance and authorizes the use of the "APPROVED" SEAL in accordance with existing Standards, codes, CGA Certification Report and the tenns of the Application for Cenification or Distributor's Listing agreements. /gm ~~/ Henry Ng, P.Eng., _,, .,-· . Certification Admio~tor C.G.A. Certification Laboratory, Approvals Division cc: Ms. Johna Roberts -CGA Mr. A. Malinsky Head Office: 55 Scarsdale Road, Don Mills, On-tario M3B 2R3 Tel. (416) 447-6465 • Fax. (416) 447-1026 .... ,·. ) '\:. ....... '.-: -· CERT: U-.915-2A Natural Gas Vehicle (NGV) Fueling Appliances-Manufacturers Flow Rate Model Number Capacity CSCFMl FUELMAKER CORPORATION, Box 12503, 1066 West Hastings Street, , Vancouver, British Columbia, Canada V6E 3G3 For Use With Natural Gas Natural Ga~ Vehiol~ fueling Device Trade Name: Fuelmaker FM4 1.8 VALID THROUGH: December 31, 1992 AMERICAN GAS ASSOCIATION LABORATORIES .. JSM/lfm ,. . . ) :·''.,~--2- -.. . . . --- } --~-- -2 - MODEL NUMBER CAPACITY For Use With Natural Gas Trade Name: FUELMAKER FM-4 1.8 scfm ELECTRICAL RA TING: 230/208 V AC, 60/50 HZ, 1., 1.S Hp, Minimum Circuit Ampacity: 11.7 Amps .. .. -..... \ .'' ,.: .. ..::::;, ...... ...._, ISSUED: April 16, 1992 C.G.A. REPORT NO: 1805-VRA-8623 A.G.A. REPORT NO: U-91S-2A REVISED: CANADIAN GAS ASSOCIATION. ~5 Scarsdale Road AMERICAN GAS ASSOCIATION 8S01 East Pleasant Valley Road Oeveland, OH Don Mills, Ontario M3B 2R3 LISTEE: SUBMITTER: FACTORY: -.. 44131 FUELMAKER CORPORATION Box \2503, 1066 West Hastings Street Vancouver, British Columbia Canada, V6E 303 FUELMAKER CORPORATION Box 12503, 1066 West Hastings Street Vancouver, British Columbia Canada, V6E 303 FUELMAKER CORPORATION 70 Worcester Road Rexdalc, Ontario Canada, M9W SX2 PAGE 1 OFS '·-... ·.•· ~ } . ·.. ..f :,--r· -.:~- ISSUED: ~pril 16, 1992 REVISED: C.G.A. REPORT NO: 180S-VRA-8623 A.G.A. REPORT NO: U-915-2A MODELS COVERED CANADIAN GAS ASSOCIATION MODEL NUMBER For Use With Natural Gas Natural Gas Vehicle Refuelllng Device CAPACITY {scfin) Trade Name: .FUELMAKER Bf4 •••.••.••.•..•••••••••••••.• •· ••• •·. • . . . • . . • . . • . . . . . . . • . . • • • • • . • • . . • • . . 1.8 AMERICAN GAS ASSOCIATION MODEL NUMBER .. For Use With Natural Gas Natural Gas Vehicle Refuelling Device FLOW RATE CAPACITY (scfm) Trade Name: FUELMAKER FM4 ••••••••••••• -· ............... _. • • • . • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • . • . • • • • l .8 PAGE2 OF S bk.,·~ -. '. -·: ) :-..,;/ -,-,:,_,: -- ISSUED: April 16, 1992 REVISED: C.G.A. REPORT NO: 1sos:.VRA-8623 A.O.A. REPORT NO: U-91S-2A MODEL NUMBER BREAK DOWN FM4 Is a Vehicle Refuelling Appliance (VRA) for use with Natural Gas that has a delivery pressure which depends upon Ambient Temperatuie. This unit is for outdoor imtallation only, and for residential and commercial/industrial fleet use. C.O.A. Certification Requirement CR90-009 c.s.A. e22.2 No. t 19-Mt98S A.a.A. Requirements, No. 2-90, May 22, 1990, Draft No. 3 STANDARDS Vehicle Refuelling Appliances Without Storage Commercial And Residential Central Air Conditioners Natural Gas Vehicle {NOV) Fuelling Appliances PAGE3 OFS ··- ISSUED: April 16, 1992 C.G.A. REPORT NO: 1sos:. VRA-8623 A.G.A. REPORT NO: U-915-2A REVISEO: MODEL NO. SPECIF1CATIONS ELECTRICAL RATING: 230/208 V AC, 60/50 HZ 1,, 1.S Hp, Minimum Circuit Ampacity: 11.7 Amps INLET PRESSURE MAX DELIVERY AMBIENT MIN MAX MAX FLOW PRESSURE TEMPERATURE For Use With Natural Gas Trade Name: FUELMAKER FM-4 7" w.c. 2.o·psi 4.S Nm3/hr 3000 psi (2.6S scfm) 3000 psi .. _ 1600 psi PAGE4 OFS +40°CMax (+104°F) +20°C (-+680F) -40oc (-40°F) ( I ) -, ,I . ) ···':·~-- ISSUED: April 16, 1992 REVISED: C.G.A. REPORT NO: 1805-VRA-8623 A.G.A. REPORT NO: U-915-2A GAS SIDE COMPONENTS Some gas side components have been accepted in this application on the basis of criteria acceptable to the Canadian Gas Association and American Gas Association. The criteria and rationale for acceptance of some components are in the files of the respective Certification agencies. Components and specifications therefore are In the Components Tables herein. ELECTRICAL SIDE COMPONENTS Some electrical side components have· been accepted in this application on the basis of criteria acceptable to the Canadian Gas Association and American Gas Association. The criteria and rationale for acceptance of some components are in the files of the respective Certification agencies. Components and specifications therefore are in the Components Tables herein. ' The software designated as "November 2, 1991" was not strictly evaluated. 1 2 INSTALLATION For outdoor installation only in accordance with the Requirements of the Authorities having jurisdiction. The vehicle intended to be refuelled shall be located outdoors .. For installation in non-electrically-classified' locations. The area surrounding the FM-4 in this application is a non-electrically-classified area. VRA design/ installation characteristics that support the notion that a VRA does not cause the surrounding area to become hazardous are identified in the Preamble to CR.90-009, "Vehicle Refuelling Appliances Without Storage". Whereas, the IGAC .. accepted CR.90-009, it appears that the IGAC had no objection to the ~classified designation implied in CR.90-009. · - GAS HANDLING APPLIANCE TYPE CLASS OF EQUIPMENT: Vehicle Refuelling Appliance (VRA) DESIGN CATEGORY: Outdoor Use Without Storage PAGES OF 5 ~l , . . ·. -'···..._/ :, ·,(.;:_.. ) ISSUED: April 16, 1992 REVISED: C.G.A. REPORT NO: 1805-VRA-8623 A.G.A. REPORT NO: U-91S-2A. CONCLUSION The Certification Laboratory of the Canadian Ga$ Association and· Americari Gas Association Laboratories have examined the above appliance and have found the design, as detailed in the Certification Report, complies with the noted Standards where applicable. REPORT BY: .&.6ntL G. MALLINOS, B.A.Sc. C.G.A. Certification Laboratory, Approvals Division. CERTIFIED BY: fr 1. TOMS, P. ENG., Laboratory Engineer, C.G.A. Certification Laboratory Approvals Division. · REVIEWED BY: Cenification Engineer, American Gas Association Laboratories :1,·. f ) (--·-:.-~··' '--·. ·I'&\ FuelMaksr ... ,~ ... , ... ·FueIMaker MODELFM4 Vehicle Refueling Appliance INSTALLATION AND FIELD SERVICE INSTRUCTIONS- Fue/Maker Corporation The FuelMaker Shall Be Used Only By A Properly Trained Vehicle Owner Or .Operator 70 Worcester Road, Rexdale, Ontario, Canada, M9W 5X1 P.O. Box 11503, 1066 West Hastings. Yaircouvu. British Columbia, Ca11ada, 1'6E JG3 ,us Amelia Earhart Drive, S11ite ,10, Salt Lake City; Utah, U.S.A. 84116 June 92 .- i ' .-............. / '-··· IA\ FuelMaker ••. • , .... ' t •• VEHICLE REFUELING APPLIANCE MODELFM4 SAFETY INSTRUCTIONS PLEASE READ CAREFULLY 1. NO USER-SERVICEABLE COMPONENTS The FuelMaker FM4 Modules (Control Module, Compression Module, and Electronics Module) can only be field-replaced by FuelMaker.personnel or those specifically trained and authorized by FuelMaker Corporation. Modules must not be dismantled in the field. To do so will void all warranties and could result in serious injury. _ 2. READ INSTRUCTIONS CAREFULLY Please read this manual carefully before operating the FuelMaker. Please contact FuelMaker Corporation if you are experiencing any difficulties or are unsure about any feature. 3. LOCATION OF THE FUELMAKER The FuelMaker is to be installed outdoors in non-hazardous locations as defined by the C22. l Canadian Electrical Code (Canada), and the NFPA 70 National Electrical Code (USA). Do not install the FuelMaker directly under .potential gas iccumulating overhangs. Leaves, snow and other debris should be kept clear of the air inlet and outlet of the FuelMaker. The FueIMaker and the vehicle cylinders must be located so that they are both exposed to the same ambient temperature during refueling. 4. FOR REFUELING NATURAL GAS VEHICLES ONLY Attempts to use the FuelMaker for any other purpose could result in serious injury or death. Vehicle cylinders must be certified for Natural Gas storage at 3000 psig or higher. The FuelMaker can be used for residential and commercial applications in accordance with the requirements of the authorities having jurisdiction. 5. REFUELING PRECAUTIONS . Do not run vehicle engine while refueling and ensure all ignition sources are OFF (including pilot lights in recreational vehicles). Do not smoke or bring an open flame within 3 m (10 ft.) of the vehicle being refueled. 6. IF YOU SMELL GAS Shut off the manually-operated gas supply valve. Extinguish any open flames. Contact an authorized service-representative. 7. REFUELING HOSE The fill hose must be protected from physical damage, abrasion or from being driven over. When a sign of wear, deterioration, or other damage is apparent in the hose or hose connector, the hose or hose connector must be inspected/replaced immediately by an authorized service representative. June92 . '--' ... ,, .. ",, ... VEHICLE REFUELING APPLIANCE MODELFM4 TABLE OF CONTENTS 1 INTRODUCTION 2 TECHNICAL SPECIFICATIONS. 3 INSTALLATION INSTRUCTIONS Page 1 3.1 GENERAL ............................................................................................................................................... 2 3.2 LOCATION OF THE FUELMAKER Positioning of Base ........................................................................................ .-......................................... . Vehicle Refueling Point ........................................................................................................................... . Gas and Electrical Supplies .............•......•.................................................................................................. Sound Levels ..................................................., .................................................................................. .. Protection from Vehicle Impact .............................•................................................................................... 2 2 2 3 3 ·._ 3.3 INSTALLATION OF THE FUELMAKER '--. Mounting to Base ....................................................................................................................................... 3 Gas Piping -Inlet Side ·································:···························································································· 3 Gas Piping -Outlet .... ............................................ ... ........... ....................... ........ ................ ... .......... .......... 4 Vent Connection .. , ............................................................................. ~...................................................... 5 Field Wiring ........................................................................ · .......................... ........ ..... ..... ... .................... 6 Field Programming ......................................................................•............... ~........ ........ .......... ... ... .. .......... 6 3.4 TESTING AND COMMISSIONING 4 USER PANEL OPERATION ...................... -......................... , .................................................... . 8 4.1 User P.anel Indications ..............................................................•................... :............................................ 9 4.2 Abnormal User Panel Indications (Flashing Lights) ................................................................................... 10 4.3 Indicator Lights Check ............................ ,................. .. ........ ........... ................ ........ ........ .. ........ ........ ... ....... 10 4.4 Service Hours ............................................................................................................................................ 10 5 FAULT DIAGNOSTICS 5.1 Diagnostics When In "INCORRECT" Mode .............................................................................................. 1·1 5.2 Diagnostics When In "CALL FOR SERViCE" Mode ........................................................... :...................... 14 June 92 'I 4' ) s.,, ••• ,, •• VEHICLE REFUELING APPLIANCE MODELFM4 TABLE OF CONTENTS (CONT'D) Page 6 SERVICE INSTRUCTIONS 6.1 SERVICE INTRODUCTION 16 Service Interval ....................................................................... -................................................................. 16 Regular Service Checks ........... ...... ..................................................... ... ..... ........... ................ .......... ........ .. 16 6.2 REPLACEMENT OF FUELMAKER COMPONENTS ......................................................................... 17 Module Replacement Preparation -.: ............................................................................................................ . Compression Module Removal ................................................................................................................. . Compression Module Replacement ........................................................................................................... . Control Module Removal ........................ '. ................................................................................................ . Control Module Replacement ..................................... , ............................................................................. . Fan Removal and Replacement .................................. '. .................................................•............................ Elec;:tronics Module Removal ............................................. , ...........................................................•........... Electronics Module Replaceme11t ............................................................................................................. . Removing the FuelMaker ·············································································································:············ Electronics Module Settings ..................................................................................................................... . TABLES and FIGURES 17 17 18 18 19 19 19 19 20 20 Table 1 Technical Specifications ................................................................................................................................ 1 Table 2 $hutdown Pres~e vs Anlbient Temperature .................................................................................................. 6 Table 3 Hours Remaining Before Service·................................................................................................................... 1-1 Table 4 Diagnostics For "INCORRECT" Mode ........................................................................................................... 11 Table 5 Diagnostics For "CALL FOR SERVICE" Mode ................ ,............................................................................ 14 Figure 1 Service Clearances and Mounting Dimensions ..... ....... ................... .. ...... .. ..... ...... ..... ... ..... ... ......................... 2 Figure 2 FM4 Unit ............. ........................... .................................................................... ........ ...... .................. .......... 4 Figure 3 Schematic Diagram of Electronics Module .........................•................................ ,........................................ 5 Figure 4 FM4 Main Components .,................................................................................................................. ............ 7 Figure 5 User Panel .......... ............. ................................................................... ............. ................................ ............ 9 June 92 ,__ .. -- ta\ FuelMaker ....... ,, .. VEHICLE RE.FUELING APPLIANCE. MODELFM4 1 INTRODUCTION The FuelMaker FM4 is a self-contained oil-free outdoor appliance used for delivering Natural Gas for vehicle refi,ieling. The Fu~Jmaker will fill a 100 litre (27 US gal) gas cylinder to a pressure o,f207 bar@ 20°C (3000 psig@ 68~.F). within 8 hours, which corresponds to an average flowrate of3.0 Nm3/hr (1.8 SCFM). The flow rate is roughly the energy equivalent to about 4 litres (1.1 US gal) of gasoline per hour, depending on the energy content of the Natural Gas. Average power conswnption is only about 1.3 kW using an electrical supply of 230/208 volts@ 60 Hz. The FueIMaker will shut down at a pressure detennined by the temperature sensedatthe FuelMaker cooling air inlet. The appliance is air-cooled, and is rated for an operating . ambient temperature range of-40°C to +40°C (-40°F to+ 104°.F). The air is drawn into the FuelMaker through one set of vents in the rear of the housing (Fig. 2) and exhausted through another set of vents in the front of the housing (Fig. 2). The FuelMaker has a lockable hinged lid to allow access to the User Panel and vehicle fill hose/refueling nozzle (Fig. 2). Starting, stopping and monitoring of the FuelMaker takes place at the User Panel. 2 TECHNICAL SPECIFICATIONS GAS Maximum Discharge Pressure : Minimum Inlet Pressure : Maximum Inlet Pressure : Minimum Flow Rate (60 Hz) : Maximum Flow Rate (60 Hz) : Nominal Flow Rate (60 Hz) : ELECTRICAL Electrical Supply-: Nominal Current Input (60 Hz) : Maximum Power Conswnption (60 Hz) : MECHANICAL Dimensions (L x W x H) : Weight: Noise: Ambient Temperature Rating Table 1 .Tecl,nical Specifications 207 bar g _(3000 psig)@ 20°c (68° F) 1. 7 kPa (7" w.c.) at rated flow 14 kPa (2 psig) at rated flow i. 7 Nm3/hr @ 40°C and. 1. 7 kPa inlet 1.6 SCFM@ 104°F an<! 7" w.c. inlet 4.5 Nm3/hr@ -40°C and 14 kPa inlet 2.7 SCFM@ -40°F and 2 psig inlet 3.0 Nm3/hr@ 20°C and 1.7 kPa inlet 1.8 SCFM@ 68°F and 7" w.c. inlet 440, 230/208 Volt AC, 1 Phase, 60 Hz 220/240 Volt AC, 1 Phase, 50 Hz 6Amps l.6kW 540 x 500 x 990 mm (21" x 20" x 39") 66 kg (145 lbs) 45 ·dBA@ 5 m (165 ft.), hemispherical field -40° C to +40° C (-40° F to + 104° F) 1 June 92 - ) "-· . ~ FuelMaker I e I PI a at I I I VEHICLE REFUELING APPLIANCE MODELFM4 3 INSTALLATION INSTRUCTIONS 3.1 GENERAL Inspect the unit for shipping damage; report any to your distributerimmediately. Please do not return product to the manufacturer without prior authorization. Verify that the nameplate ratings of the FuelMaker are compatible with the electrical and gas supplies available. In Canada, the FuelMaker can only be installed in accordance :with the CGA B 106 Installation Code for Vehicle Refueling Appliances without Storage Facilities, the C22. l Canadian Electric~ Code, Part. 1 and with the requirement$ of the authorities having jurisdiction. In the United States, the FuelMaker shall be installed in accordance with NFPA 52 CNG Vehicular Fuel Systems, with NFPA 70 National Electrical Code, with NFPA 54 National °Fuel Gas Code and with the requirements of the authorities having jurisdiction. Local codes and regulations take precedence over any recommendations contained in these instructions. Particular attention should pe paid to codes dealing ~ith fuel storage, vehicle refueling, and·permissible sound levels at the property line. 1---1---1· ----- 600 mm (24") I DO mm TOP 7 (4'") tr1:-1 ~ --' .... , •. <a ISDmm(6") I .CRUSHED STONE I 6D01 (24" FRONT POUl'IED 01'1 1 PIIECAST CONCRETE SLAB Figure J Sen•ice Clearance.f and Mounti11g Dime11sion.f 2 The Installer shall instruct the User in the proper operation of the FuelMaker and any approved ancillary devices. Before leaving the site, the Installer shall complete Table 6 in the User Instructions manual and shall leave the.User Instructions manual, and any anciliary device manuals, with the-User. 3.2 LOCATION OF THE FUELMAKER Positioning of Base The FuelMaker is to be installed outdoors only in accordance with the requirements of the authorities having jurisdiction. The FuelMaker should be mounted <>n a firm, level, non- comb\lstible base such as a poured or precast concrete slab placed on a suitably prepared base (e.g. crushed stone, 150 mm (611 ) deep). Ensure that the servicing clearances stated on the nameplate are maintained, (see Figure 1). Avoid areas where damage from excessive ice build-'up may occur such as building overhangs or where vegetation, snow or debris may clog the cooling air inlet/outlet. Vehicle Refueling Point· The FuelMakeris supplied with astahdard 3 .5 m (11.5 ft.) coiled high pressure hose to deliver fuel to the vehicle. However, optional hose lengths ofup to 8 m (26 ft) are available by special order. The FuelMaker contains a temperature sensor used to determine the allowable fill pressure for a particular ambient temperature. Therefore the FuelMaker must be installed in the vicinity of the vehicle cylinders to be refueled. The FuelMaker should not be situated where the vehicle fill hose must cross a walkway or access route to reach the vehicle. Gas and Electrical Supplies . The FuelMaker requires a dedicated 230/208 volt electrical supply and a Natural Gas flow rate of approximately 3 Nm3/hr (1.8 SCFM) at supply pressures between 1.7 kPa (7" w.c.) and 14 kPa (2.0 psig) (higher pressures may damage the controls). TI1erefore consideration should be given to the cost of wiring and piping in determining the location of the FuelMaker. The FuelMaker should only be. installed in distribution areas of relatively dry gas, typically not more than 110 mg/m3 (7 lbs per million cubic feet) of water vapour. June 92 \. '1 ··~ '--· ........ , ... Sound Levels The FuelMaker is designed to ensure a sound pressure level of less than 45 dBA (hemispherical field) at a distance of 5 m (16.5 ft). Be aware that some local codes restrict the sound pressure level at the property line. Units should not be located where direct or reflected noise is aimed at neighbouring windows or other building openings. A void locating the unit near a sound reflecting surface or between buildings which are close together. ·Protection from Vehicle Impact ' Position the FuelMaker in a location where it wilt not become damaged from possible vehicle impact. If the FuelMaker must .be located close to a driveway, provision must be made to protect the unit from damage. Typically, 4" steel posts are em bedded at least 1.2 m ( 4 ft.) in the ground, with at least 1 m (3 ft.) extending above the ground, and filled with concrete. Heavy squared timbers are sometimes used to give the installation a more decorative look. In any case, the local gas distribution utility should be consulted in order to determine what practice is locally accepted by the authority having jurisdiction. 3.3 INSTALLATION OF THE FUELMAKER Mounting to Base Prepare the base as explained in Section 3.2. Lag Bolts (3/8 inch) and anchors should be used to secure the FuelMaker feet to the base; the dimensions and locations of the mounting bolt holes in the FuelMaker base are indicated in Figure I. It is very important to bolt the FuelMaker to the base as the FuelMaker must resist the force applied to it in the event of a break-away (e.g. vehicle driven away with the fill hose still attached). 3 VEHICLE REFUELING APPLIANCE MODELFM4 Gas Piping -Inlet side The gas supply is connected to the FuelMaker via a 1/2" NPT nippl~ provided (Figure 2). A coupling and transition fittings need to be field-supplied in order to adapt to the supply piping system. Where the supply piping is fixed to a wall, a flex connector may be required to prevent noise transmission into the building. It is important to clean any contaminants such as cutting oil, rust, and metal shavings out of the interior of the gas inlet piping. Pipe dope and other sealing compounds must not enter the piping. · On low-pressure gas systems in the range of 1.7 kPa (7" w.c.), the FuelMaker should be connected using ·1" pipe unless the pipe run is less than 3 m (10 ft.); in that case, 3/4" piping could be used. In order to prevent operation with excessively low pressures at the gas inlet to the FuelMaker (e.g. as a result of a partially closed shut-off valve), the FuelMaker has been equipped with a low-pressure switch factory-set to 1.3 kPa (5.2" w.c.). TI1e FuelMakermay shut down due to low inlet pressure when other gas·loads (e.g. furnace, clothes dryer, etc.) draw from the gas supply system. The utility regulator set should be provided by the local gas utility with the orifice/spring/setting appropriate for the maximwn gas load that the system will experience. In Canada, the Installer shall ensure that the compressor and integral low-press'1fe cut-off switch operates so as to prevent a piping system pressure loss in excess of that specified in CAN/CGA Bl49.1-M91 Natural Gas Installation Code. It is strongly recommended that the FuelMaker be started while simultaneously operating all major gas appliances on the User's system i~ order to verify the regulator setting. If the FuclMakcr shuts down from low inlet pressure, the gas regulator should be · reset. June 92 ' . '·· ·, ~ ) ta\ FuelMaker a 8 I , t I I t I t j .. Gas Piping -Outlet The FuelMaker is supplied with one fibre-reinforced high pressure fill hose unless a second hose has been ordered as·an option. The fill hose is connected to the FuelMaker via a break- away fitting which allows the hose to be pulled free from the FueIMaker without damage should the User drive the vehicle ;lway without disconnecting. The break-away force is approximately 150 N (35 lbs.) and is independent of the pressure contained in. the fiII hose. The FueIMaker must be used with a refueling nozzle that is approved for Natural Gas "Slow-Fill" applications. The nozzle must seal reliably throughout the temperature range and conditions anticipated for the location. An integral nonnally- closed poppet valve in the nozzle is absolutely essential as it must maintain a positive pressure in the FuelMaker'sBlowdown System at all times; air must not migrate up the fill hose and into the Blowdown Vessel during standby. The use of the Canadian Figure 2 FM-I Unit AIII.INLET- SERVIC:EABLE FILTER IN BEHIND SERVIC:E C:OVER LOC:K SEC:URED WITH SAFETY SEAL. NAMEl'I.ATE SERVIC:E COVER REl'LAC:EABLE MOUNTING FEET 4 VEHICLE REFUELING APPLIANCE MODELFM4 Gas Association (CGA) Certification Seal is contingent upon the use of a refueling nozzle that has been application-approved for use with theFuelMaker. Therefore, FuelMakerinstallations requiring the CGA certification to be tn force must be equipped with one of the following specially-investigated nozzles: SHEREX CC-260 Source: Sherex Industries Ltd., Burlington, Ontario, Canada All CGA application-approved nozzles are available from,and highly recommended by FuelMaker Corporation. The fill hose incorporates an ISO G-1/4 male parallel fitting and a specially- approved bonded sealing washer to connect the refueling nozzle. Various adapters ~re available from FuelMaker Corporation to facilitate the attachment of various nozzles, including angular or straight take-offs. The fill hose is coiled to allow its storage within one of the side pockets of the FuelMaker. AIR OUTLET ·REMOVABLE FRONT COVER USERl'ANEL LOC:K • REFER TO "MODULE REl'LAC:EHENT l"REl'ARATION" BEFORE Ol'ENING SERVICE COVER RIGHT-HAND CABLE l'ASSTHROUGH (LEFT-HAND Ol'ENING NOT SHOWN) l/2"Nl'T GAS INLET Nll'l'LE June 92 _, .. ;_''·---, -- .· ·.: ·.,, ____ ) ·-...... IS\ FuelMaksr I a• P I • & r I I I Gas Piping-Outlet (cont'd) At the completion of each refueling cycle the high pressure gas contained downstream of the compressor is returned to a Blowdown Vessel (Figure 4) thus reducing the pressure in the fill hose to approximately 2 bar g (29 psig). "Blowdown" allows the nozzle ·to be disconnected from the vehicle. The FuelMaker Blowdown System has been designed to accommodate the volume of gas contained by the fill hose, refueling nozzle, and the space between the vehicle r~eptacle and check valve only. Therefore the allowable maximum length of fill hose has been limited to a combined length of 12 m (40 ft.), which accounts for the fact that two fill hoses may be used on one FM4. In Canada and the USA, the length of a single fill hose is limited by code to 8 m (26 ft.) maximum. Refueling nozzles used with the FuelMaker shall not have an internal volume exceeding 5 cc (0.3 in3). per nozzle. Do not connect additional devices or fill hose length to the delivery side of the FuelMaker. To do so will over-pressurize the Blowdown System and cause the pressure relief valve to cycle unnecessarily, thereby venting Natural Gas to the atmosphere. Do not connect any hose or device which has not been approved as part of the Vehicle Refueling Appliance package. TJie delivery side shall not be connected to a ground storage vessel. AMBIENT TEHP'ERA TURE SENSOR VEHICLE. REFUELING APPLIANCE MODELFM4 Vent Connection A 3/8" NPT vent connection (Figure 2) is protected from blockage by ice or insects by a screen fitting. The Vent discharges any gas released by the pressure relief valve in order to protect the Blowdown System from over-pressurization. If the FuelMaker must be installed near building openings, a 10 mm (3/8") minimum inside diameter steel vent line should be connected to the 3/8 NPT Vent Connection and routed to a safe place of discharge as required by local codes. The maximwn allowable vent line length has been limited to 5 m (16.5 ft.) to protect the low pressure switch from over-pressurization. Be sure to transfer the screen fitting to the end of the remote vent line (if applicable) to protect it from blockage. It is extremely important to terminate the remote vent Jine in such a way that water cannot enter the vent line and freeze. Do not allow ice to build up at the open vent connection or the remote vent line termination. The vent line must remain clear if it is to be able to vent gas and protect the Blowdown System from over-pressurization. FAN CAP'ACITOR ---r-+----------,=---==-----------. (LOW TEMP') STOP'@ l§]START COMP'RESSOR MOTOR START CAP'ACITOR OPTIONAL REHOTE PANEL eRED 8GREEN .YELLOW ELECTRONICS MODULE (CIRCUIT BOARD) 1 · LC!W VOLTAGE POWER SUP'P'LY FUSE\ a WHITE/RED GREEN BLACK COMPRESSOR MOTOR RUN CAPACITOR REMOTE INTERLOCKING DEVICE CONNECTION ------LI I.SHI" C:OMP'RESSOR MOTOir. .__ ____ _.. GROUND -----.,------L2 .__ __ __, COHP'RESSOR JUNCTION IOX Figure J Scl,ematic Diagram of Electronics Modn/c 5 June 92 ··, \.._.- ta\· FuelMaker Field Wiring The FuelMaker has been wired at the factory and is ready for. connection to the electrical service. The junction box can be accessed by opening the Service Cover of the FuelMaker (Figure.4). Three No. 16 gauge wires have been provided; Line 1, Line 2, and a grounding conductor. The connections can be made with any approved wire splicing devices such as wire nuts. The junction box incorporates 7 /8" knock-outs to accept various wiring methods (e.g. armoured liquid-flex, BX, portable cable with strain relief, etc.). The table/conduit is passed through one of the two cable passthrough openings located on either side of the piping bulkhead (the left-hand passthrough opening is most convenient) and then routed up to the junction box. A separate 2-pole circuit breaker, or time-delay fused disconnect switch must be used. All wiring must be in accordance with local codes and an emergency disconnect switch should be located in close proximity to the FuelMaker where required by code. · Low-voltage wiring is requireq when connecting an interlocking (remote shutdown) device such as a timer or Natural Gas detector. The low-voltage wiring can be routed into the FuelMaker adjacent to elecµical supply cable or conduit, and connected to the terminal strip on the electronics board as shown in Figure 3 ( do not run low-voltage wiring and electrical supply wiring within the same conduit). The. interlocking device should be selected to provide a 12 VDC Normally-On signal. Once the interlocking device has been installed, be sure to program the FuelMakei-to acknowledge the presence of the device. 200 ± 7.0 bar g@ 20°C and abqve , 183 :!: 1:5 bar g@ 10°c 166 :!: 8.0 bar g @ 0°C 150 :!: 8.5 bar g@ -J0°C 133 ::1: 9.0 bar g@·-20°C 116 :!: 9.5 bar g@ -30°C 100 :I: 10 bar g@-40~C VEHICLE REFUELING APPLIANCE MODELFM4 Field Programming A programming device is available ftomFuelMakerCorporation to allow the Installer or service personnel to change the following parameters in the field: • maximum tank volume, 140 or 280 litres (37 or 74 US gal.) • recognition of remote shutdown device connected • pressure rise monitoring ON/OFF Upon receipt of a new FuelMaket, the parameters have been factory-set to: 140 litres, remote shutdown device not connected, and pressure rise monitoring ON. The programming device is connected to the Electronics Module via the port located underneath the Electronics Module (Figure 4). Follow the instructions included with the programming device. The FuelMaker monitors the pressure rise at the fill hose during refueling in order to check for possible leaks. A leak is presumed if the pressure does not rise at a sufficient rate. Since the rate of pressure rise depends on the volume of the vehicle cylinder(s), some adjustment must be made to accommodate the slower pressure rise associated with the larger cylinder(s). The programming device provides such an adjustment. For the greatest leak detection sensitivity, ·the lowest cylinder setting should be used, where possible. In the rare case where the tank yolume is in excess of 280 litres, the pressure rise monitoring system will have to be programmed to be shut off completely; this setting should not be used unless absolutely necessary and the User must be made aware that fill hose leakage will not be monitored. 29.00 :!: l 00 psi g @ 68°F and above 2660 :!: 1 IO psi g@ 50°F 2410 :!: 115 psi g@ 32°F 2180 ± 120 psi g@ 14°F 1930 ::1: 130 psi g@ -4°F 1690 :!: 135 psi g@ -22°F 1450 :!: 145 psi g @ -40°F At temperatures below -45°C (-49°F) the micro-processor will not allow the FuelMaker to start, and indicate an "Incorrect" condition at the User Panel. Table 2 Sl,utdown Pressure i•s Ambient Temperature 6 . June 92 --?· • - . ) '-'··-.• \...- la\ FuelMaksr e tt I PI • at I t I PROGRAMMING DEVICE CONNECTION VEHICLE REFUELING APPLIANCE MOpELFM4 CYLINDER No. -1 CONVECTION PLATE COMPRESSION MODULE FAN ASSEMBLY FAN MOTOR CABLE LOW PRESSURE CONNECTION FLANGE BUCKET NOTE: CONVECTION PLATE+ SLOWDOWN VESSEL.-= CONTROL MODULE Figure 4 FM4 Main Compone11ts 7 June 92 . •. .:.:- ,•". , .. ·.,- ) • • • • • • a'• • • 3.4 TESTING AND COMMISSIONING To commission (and service) the FueIMaker, an approved high pressure test cylinder assembly (I'est Kit) with a nominal volume of 2 litres is required. The test kits are available from FuelMakerCorporation, complete with an NGV vehicle refueling receptacle, a hand-operated vent valve, and a calibrated pressure gauge. The test kits will be equipped with one of the refueling receptacles that mate with the CGA application-approved nozzles listed in Section 3.3 "Gas Piping-Outlet" on page 4 in this:manual. Therefore, the Test Kits must be ordered with the receptacle of one's choice. Purge the Natural Gas supply-piping of air as follows: • Attach the fill hose to the Test Kit via the refueling nozzle, and then open the vent valve. • .Purge the FuelMaker of air by running it on Natural Gas and venting the gas through the Test Kit vent valve for 30 seconds. • V ~rify that the cooling fan is operating by checking for afr flow out of the front grille. • Afterputging, close the vent valve and allow the FuelMaker to fill the test cylinder until the FuelMaker shuts off with the "Vehicle Full" indicatioQ on the User Panel (e.g. yellow lamp illuminated steadily). The Test Kit.cylinder should be full within 13 minutes, and the shut-off pressure should be within the allowable limits as indicated in Table 2, "Shut- down Pressure vs Ambient Temperature" on page 6. • If the shutdown pressure is out of tolerance then refer to Secti_on 6 "Service Instructions" on page 16, in this manual. 8 VEHICLE REFUELING APPLIANCE MODELFM4 Following· installation, the fittings should be leak-tested using-a suitable soap solution. The high pressure connections should be leak-checked while the FuelMaker is in operation filling the Test Kit cylinder in the range of 190 to 200 bar g (2800-2900 psig) if possible. As a minimum, the following locations must be leak-tested: • All inlet piping connections • All high-pressure piping connections including the break- away fitting(s) and refueling nozzle(s) • The screen fitting at the end of the vent line (small leaks from the pressure relief valve may not be detected by the FuelMaker's fault diagnostic system). Ensure that the leak-detection fluid does not freeze and block the vent line. Safety precautions require tflat the FuelMaker's internals be inaccessible to the User and other unauthorized persons. Therefore before leaving the site, authorized personnel must ensure that a safety seal is placed through the locking knob and Package guide holes located in behind the air inlet grille (Figure 2). June 92 , .. ~···· ···., :-·· j ~,_.,- .... , ... ,, .. VEHICLE REFUELING APPLIANCE MODELFM4 4 USER PANEL OPERATION Starting, stopping and monitoring of the Fuelmaker takes place at the User Panel. The User Panel bas separate "START" and "STOP" buttons and three indicator lights, as shown in Figure 5. After shut-down the pressure in the refueling hose wUI be automatically reduced to about .20 MPa (29 psig) making it possible to disconnect the refueling nozzle from the vehicle. .. GREEN LIGHT IIIIINING SERYICESOON atllwr100 hou11 11111nlnf bltlll9 thutdown 8 JIOWER WAS Ofll 71111 c:in -NRlrtwlth llCNiNI ,-u11one INCORRECT dleck whlc:ie-lledlon fcomectlonOK:-IMlrvctloM CW. FOR SERVCE De 11111 IIIUlt 0 Figure 5 -User Pa11el _ The lights on the User Panel indicate the following conditions: 4.1 USER PANEL IND I CA TIO NS INDICATION DESCRIPTION No Light Illuminated READY to start, or electrical power is disconnected or fuses require replacement. Note: If a power failure lasts Jess than 15 seconds, the Fue!Maker will start automatically 15 seconds after the return of power (provided it was running before the power failure). Yellow Light Steady VEHICLE CYLINDER(S) FULL The vehicle is full or the maximum pressure bas been reached in a disconnected fill hose. The Fue!Maker can be restarted by pressing the ST ART button. Green Light Steady RUNNING The Fue!Maker is twming. Red Light Steady SERVICE SOON TI1e FueIMaker will run for another 100 J1ours after which it will shut down if not serviced. Note: During the last 100 hours of operation, both the green light and red light will illuminate steadily while the FuelMaker is in operation. 9 June 92 .,. l /-: .·,- I \.:::-"-- Se I Pe I l t I I I VEHICLE REFUELING APPLIANCE MODELFM4 ~ 4.2 ABNORMAL USER PANEL INDICATIONS (FLASHING LIGHTS) INDICATION DESCRIPTION Yellow Light Flashing POWER WAS OFF for more than 15 seconds. Press START to operate the FuelMaker. Note: If the power failure lasts for less than 15 seconds, the FuelMaker will start automatically 15 seconds after the return of power (provided it was running before the power failure). Green Light Flashing. INCORRECT The Fuelmaker is shut down in an INCORRECT state but may.be restarted by the User if the fault is corrected. The most common causes of an "INCORRECT" indication will be: -incorrect or damaged connection to the vehicle. -gas supply shut-off valve closed. -blockage of FuelMaker air vents. -faulty filling hose e.g. leak or "exc~ssive filling time (25 ~ours continuous running). Note: Vehicles with total tank capacities in excess of 140 litres (37 US gal) may take longer than 25 hours to fill from empty under certain conditions ( e.g. large tank, high ambient temperature, Compression Module approaching service interval, etc.) In this case, a thorough check for gas leakage shall be conducted. the FuelMaker may be simply restarted after a positive check thatthere isno other cause of the "INC~RRECT" indication. If the User is routinely filling vehicles with a cylinder capacity greater than 140 litres, the maximum tank volume can be set using a programming device. Details on the above faults are given in the "FAULT DIAGNOSTICS" tables. When the above have been checked and any obvious faults corrected, the unit may be restarted after first pressing the "STOP" button. Red Light Flashing CALL FOR SERVICE The FuelMaker is shut down and a CALL FOR SERVICE is necessary. The automatic safety system will prevent a restart unless the fault is corrected by authorized personnel. 4.3 INDICATOR LIGHTS CHECK: (FUELMA,KER NOT RUNNING) To check that the indicator lights.are working correctly, press and hold the STOP button. All three indicator lights should light briefly, for about one second, and then go out; if none light, there is probably no power to the Electronics Module or the fuses require replacement. (Ifone or more indicator lights fail to illuminate there is probably an error in the User PQnel). JO 4.4 SERVICE HOURS: Table 3 displays the operating. hours until the FuelMaker requires service ( or hours since service up to the first 50 hours). To obtain the indications, the following button(s) have to be presSCd: When the FuelMaker is "RUNNING" Press and hold the "ST ART" button. When the FuelMaker is not running: First press and hold the "STOP" button, then press the"START" button .• After the code is displayed, release the "START" button first, followed by the "STOP" button (or else the FuelMaker will not start). At first, all 'lights are illwninated briefly as a light check. The light check is followed {?y the operating hours check. June-9i {.'--:.·:· ... ~ ~-.: ·:·.·· ! ..... J \;;:-: ta\ FuelMaker .... , ... , ... VEHICLE REFUELING APPLIANCE MODELFM4 ( 1 == steady light; 0 =off) Yellow 0 0 0 0 1 1 1 1 Green 0 0 1 1 0 0 1 1 Red 0 1 0 1 0 1 0 i Hours since Hours remaining until service service Hours fault 0-650-350-250-150-50-0- or no 49 1949 649 349 249 149 49 power Table 3 -Hours remaining before sen•ice s FAULT DIAGNOsncs: The FuelMaker has diagnostic capabilities both in the "INCORRECT" (green light flashing) and the "CALL FOR SERVICE" (red light flashing) mode. To display the cause of an "INCORRECT" or a "CALL FOR SERVICE" mode, press and hold the "STOP" button. Tables 4and 5 show the fault diagnostics and corrective actions. The digits 0, 1 and 2 in Tables 4 and 5 correspond to the following light status. Top• Yellow light Centre -Green light O == light off 1 == steady light 2 = light flashing Bottom • Red light S.1 DIAGNOSTICS WHEN IN "INCORRECT" MODE (GREEN LIGHT FLASHlNG) : Pressing and holding the "STOP" button first acts as a light check by illuminating all 3 lights briefly. After this brief delay, error codes are displayed: ERROR CODE DESCRIPTION CORRECTIVE ACTION 0 Error indication Jost or error Check power and lights by pressing and holding "STOP" button. 0 in display, Electronics Module, All li8hts shoulcj illuminate briefly. U OK: 0 or in connecting cables. try normal filljng procedure; If fault persists, check fuses. Iffuses OK and fault'persists, fit new Electronics Module. Test FuelMaker and re-seal. 0 Excessive motor temperature Check cooling air path is clear. If OK: 0 replace Fan Assembly. I Iffault persists, remove Compress{on Module. If the rotor shaft is stiff -or seized, fit a new Compression Module. If rotor is showing signs of overheating, or temperature protection circuit open, fit a new Compression and Control Module. If OK: r~fit old Fan Assembly. -Note: Overheating may occur if the inlet pressure is above 14 K.Pa (2 psig) and/or the supply voltage is below 208 volts and/orthe ambient temperature is above 40°C (I04°F) . Test and purge FueIMaker, _re•seal. Table 4 -Diagnostics/or "INCORRECT" Mode. 11 June 92 \.: ·-.--I IS\ FuelMaker 8 e a, I a I 'I I I ERROR CODE DESCRIPTION 0 Insufficient rise of filling 1 pressure at beginning of fill 0 cycle, dwing the first 5 minutes. (7 minutes for 280 litre setting). 0 1 1 Sudden pressure drop in high pressure system ( during first S minutes of start-up) VEHICLE REFUELING APPLIANCE MODELFM4 CORRECTIVE ACTION Check that refueling nozzle is properly connected to vehicle .If OK: check that total vehicle cylinder volume does not exceed the maximum .. volume of140 litres (may be reset to 280 litres-refertosection entitled ELECTRONICS MODULE SETTINGS). If OK: check high-pressure system for leaks. If OK: tum off gas supply and start FuelMaker. FuelMaker should shut down within 1 minute indicating "INCORRECT" and display code 101. If FuelMaker does not shutdown within 1 minute, fit anew Compression Module. If shutdown OK: restore gas supply, connect empty Test Kit and check cylinder filling time. If cylinder filling time is excessive, fit a new Compression Module. If fault persists, fit a new Electronics Module. If OK with the new Electronics Module, refit original Compression Module. Test and purge FuelMaker, re-seal. Check high pressure system for leaks. If OK: start FuelMaker with refueling no~zle disconnected from vehicle (approved refueling nozzles will seal when disconnected from v.ehicle ). Allow FuelMaker to run until FULL is indicated on the User Panel. If FuelMaker continues to run for more than 1 minute with' disconnected refueling nozzle, fit a new Control Module. Test and purge·FuelMaker, re-seal. Note: This indication can also result from simultaneously filling two-or more vehicles if either of the vehicle check valves stick, or ifa second vehicle is connected while the FuelMaker is running. To start filling procedure, !llways connect the refueling nozzle to the vehicle receptacle first, open the nozzle shut-off valve if provided, and subsequently start the FuelMaker. 1 2 2 1 0 1 Maximum running time exceeded (more than 25 hours). Insufficient inlet pressure Verify that the maximum vehicle cylinder volume does not exceed the maximum volume of 140 litres (may be reset to 280 litres). If OK: check for leaks. If OK: check flow rate of Compression Module by filling empty test kit. If filling time is excessive, fit a new Compression Module. If fault persists, fit a new Ele.ctronics Module and refit the original Compression Module. Check thatthe ma,inNatutal Gas supp Iy valve is open and that adequate pre$sure is present at the inlet to the FuelMaker during operation [i.7 kPa ( 7" w.c.)j. Restart tire unit. If fa ult persists, fit a new Control Module. If fault persists, fit a new Electronics Module and refit the original Control Module. Test and purge FuelMaker, re-seal. Table4 -Diagnostics/or "INCORRECT" Mode (continued) 12 June 92 ,, ta\ .-:·:~z.,, :' ···; FuelMaker •·• • •ea A f I I • VEHICLE REFUELING APPLIANCE MOD.ELFM4 ..;,, .. ERROR CODE DESCRIPTION CORRECTIVE ACTION 1 . Excessive. surface temperature or Check cooling air path is clear. If OK: 0 failure of temperature sensor replace Fan Asembly. 2 while FuelMaker is running. if fault persists, fit a new Compression Module. lfO K: re-fit old Fan Assembly. If fault persists, refit the original Compression Module and fit a new Electronics Module. If OK: re-fit old Fan Assembly. Test and purge FuelMaker, re-seal. 1 Electronics error. Press power OFF then ON to start unit. 1 If fault persists, replace the Electronics Module. 1 ' Test and purge FuelMaker, re-seal. 2 Power was off. Restart the unit. 0 0 0 External interlock Check condition which caused interlock (if an external interlock has 2 (remote shut-down). been installed). •· .. 1 Restart the unit, if safe to do so. 1 Temperature too low or failure of Restart unit if cause was temperature below -45° C. Otherwise, fit a 0 temperature sensor. new Electronics Module (or Remote User Panel if applicable). 0 Test FuelMaker, re-seal. 2 Failure of Bfowdown System. If refueling nozzle is difficult to disconnect, reduce pressure in the 0 hose by closing the valve between the vehicle cylinder(s) and engine 1 and then start the engine. Fit a new Control Module. Test and purge Fue)Maker, re-seal. 1 No storage of operating bouts Restart the unit. 1 during last power failure. 2 1 Failure of motor controls. Restart the unit. If fault persists, replace the Electronics Module. 2 0 Test FuelMaker, re-seal. -· 2 Faulty Hour Meter. Check for proper engagement of the Hour Meter in the Electronics 2 1'-1qdule. If OK: 0 replace the Compression Module. If condition persists, fit a new Electronics Module and refit the original Compression Module. Test l!Dd purge FuelMaker,_re-seal. Table4 -Diagnostics/or "INCORRECT" Mode (co11ti11ued) 13 -.June 92 _.·. -· .. :. :',-. ,. j ·c· I I I • I • a, t t I • VEHICLE REFUELING APPLIANCE MODE.LFM4 5.2 ~!AGNOSTICS WHEN IN "CALL FOR SERVICE" MODE (RED LIGHT FLASHING): Pressing and holding the "STOP" button first acts as a light check by illuminating· all three lights briefly. After this brief delay, the error codes described in Table 5 are displayed by pressing and holding the "STOP" button. Up to five error conditions are stored and retrieved by respectively pressing the "ST ART" button {while the "STOP" button remains pressed continuously) until the 222 indication (end of stored messages) is given. After the appropriate corrective action is taken, as indicated in Table 5, the reset button (shown in Figure 3) should be pushed to clear the error. ERROR CODE DESCRIPTION 0 Error indication lost or error 0 in display, Electronics Module, 0 or in connecting cables. 0 2 2 Sudden pressure drop in high pressure system (beyond 5 . minutes after start up). CORRECTIVE ACTION Check power and lights by pressing and holding "STOP" button. All lights should illuminate briefly. If OK: try J;tormal filling procedure. Iffault persists, check fuses. lffuses OK and fault persists, tit new Electronics Module. · Test FuelMaker and re-seal. Check high pressure system for leaks. If OK, start FuelMaker with refueling nozzle disconnected from vehicle (approved refueling Jl'Ozzles will seal when disconnected from vehicle). Allow FuelMaker to run until. "FULL" is indicated: If Fuelmaker continues to run for longer than 1 minute with disconnected refueling nozzle, fit new Control Module. Test and purge FuelMaker, re-seal. Note: This indication can also result from filling two or more vehicles simultaneously if either of the vehicle check valves stick, or if a second vehicle is connected while the FuelMaker is running. To start fiJJing procedure, always connect the refueling nozzle to the vehicle receptacle first, open the nozzle shut-off valve if provided, and subsequently start the FueIMaker. 2 2 0 2 2 2 1 2 0 Faulty Hour Meter End of stored messages Failure of motor controls Check electrical connection to Hour Meter. If OK: replace the Compression Module. If fault persists, fit a new Electronics Module and refit the original Compression Module. Test and purge FuelMaker, re-seal. Restart FuelMaker. If fault persists, replace the Electronics Module. Test FuelMaker, re-seal. Table 5 -Diag11ostics for "CALL FOR SERVICE" Mode. 14 June 92 ---.!-· , __ .. ' , •,:·;· IS\ FuelMakar I I • p I • It I I a ERROR CODE DESCRIPTION 0 Excessive blow down pressure or 1 vehicle check valve stuck 2 0 0 2 0 2 0 2 1 0 Service overdue Failure of high pressure transducer Insufficient pressure rise with tank pressure exceeding 2 MPa (290 psig) or beyond 6 minutes after start up (with 280 litre setting: 14 minutes) VEHICLE REFUELING APPLIANCE MODE.LFM4 CORRECTIVE ACTION Check that refueling nozzle is in accordance with installation inst111ctions (hose and nozzle volwne). If OK: start FuelMaker with refueling nozzle disconnected from vehicle. Allow unit to run until "FULL" is indicated and blowdown is heard. If "blowdown" is OK, the problem may be either excessive total volume between FuelMaker and vehicle check valve or faulty vehicle check valve; correct these if applicable. If fault persists, fit a new Electronics Module. If fault persists, fit a new Control Module, replace the original Electronics Module. Test FuelMaker and re-seal. Replace Compression Module. Test and purge FuelMaker, re-seal. Fit a new Control Module. If fault persists, fita new Electronics Module. If OK: refit the original Control ~odule. Test and purge FuelMaker, re-seal. • Check high pressure system for leaks. If OK: tum off gas supply and restart the FueIMaker. It should shut down within 1 minute indicating "INCORRECT". If FuelMaker does not shut down within 1 minute, fit a new Compression Module. If shutdown OK,restore gas supply.connect Test Kit and check filling time. If filling time is excessive, fit a new Compression Module. If fault persists, fit a new Control Module. If OK with the new . Control Module, refit the original Compression Module. Test and purge FuelMaker, re-seal. Note: This shutdown function is not operative if the pressure rise monitoring override has been programmed (see section entitled "ELECTRONICS MODULE SETTINGS"). 1 0 1 Multiple errors While depressing the "STOP" button, retrieve the additonal error codes with each push of the "ST ART" botton. Table 5 -Diagnostics/or ''CALL FOR SERVICE" Mode (co11tinued) 15 June 92 ... "" ta\ FuelMakar It I , ta It I I • VEHICLE REFUELING APPLIANCE MODELFM4 6 SERVICE INSTRUCTIONS . 6.1 SERVICE INTRODUCTION Safety precautions require that the FuelMaker's internals be inaccessible to the User and other unauthorized personnel, and accordingly the Service Cover is scaled by authorized service personnel before they leave the site. Only authorized service representatives may service the FuelMaker at the User's premises. When carrying out a service call on a FuelMaker, the service representative should: l. Check the Fault Diagnostics System as described in Section 5. 2. Correct the faults indicated by changing modules or correcting installation errors. 3. Test to detennine if the fault has been corrected. Any detailed service not.described in this document must only be carried out by FuelMaker Corporation Service Staff at a factory service facility. Service undertaken by unauthorized persons may cause the FuelMaker to operate incorrectly and may result in damage or serious injury. Service Interval At the time of publication, FuelMaker Corporation requires that the Compression Module be ~erviced after every 2000 hours of running time. Depending on the local gas quality or future technical advancements, the service interval may be increased beyond 2000 hrs. A red lamp on the User Panel will begin to illwninate steadily indicating to the User that less than 100 hours of running time remain on the Fuelmaker; if the Compression Module is not serviced during this period, the FuelMaker will shut down and lock out aft_erthe final 100 hQurs have elapsed. 16 The following modules must be serviced or reconditioned at one ofFuelMaker Corporation's service facilities only: • Compression Module (after 2000 hours, or if a fault is indicated by the diagnostics) • Control Module (if a fault is indicated by the diagnostics) • Electronics Module (if a fault is indicated by the diagnostics) ·· • Cooling Fan (if noisy or vibrating excessively, or if a fault is indicated) All normal safety precautions must be observed when undertaking on-site service and replacing FuelMaker modules. Regular Service Checks Whenever service work is perfonned, the checks described in section 3.4 "Testing and Comrnissioning"on page 8, should be perfonned. The FuelMaker's shut-down pressure should correspond with the values indicated in Table 2, page 6, within the allowable limits specified. If the.fill pressure is outside the allowable limits then either the Electronics Module or the Control module requires replacement. First replace the Electronics Module; if the shut-off pressure is still out of tolerance then replace the Control Module and re-install the original Electronics Module. Any abnonnal deviation in shut- off pressure must be reported t9 FuelMaker Corporation when the malfunctioning Module is returned for service. The fibre-reinforced high pressure fill hose connects to the Compression Module via a break-away fitting. The hose should be carefully inspected for evidence ofabrasion, cuts, or kinks and should be replaced if such deterioration is found. The break-away fitting allows the till hose to be pulled free from the FuelMakerwithout damage should the User drive away withoutdisconnecting. Pull on the fill hose using a force gauge and check that the break-away force does not exceed 178 N (40 lbs); if excessive, tile hose nipple and breakaway fitting should be inspected for wear or damage and the faulty part replaced. .Tune 92 . , •••~,!·~···· VEHICLE REFUELING APPLIANCE MODELFM4 6.2 REPLACEMENT OF FUELMAKER COMPONENTS • IMPORTANT: Turn off the gas and electrical power supply before. working inside the Fue1M;1ker. Under most circumstances the FuelMaker can be repaired on site. In the rare case when it is necessary to remove the entire FuelMaker, please refer to the section entitled • 'Removing the FueJMaker' ', on page 20. Module Replacement Preparation Shut off the electrical power to the FuelMaker. Grab the fill hose with both hands and pull out of the break-away fitting using a shmp horizontal pulling action (do not wrap the fill hose around the hands). IMPORTANT: Before breaking the safety seal and opening the Service Cover, ensure that the lid is unlocked and the key removed,.otherwise serious damage to the plastic housing could result. If servicing cannot be completed in on~ visit then before the repair personnel leave the site, the following steps should be taken: seal up all gas passage openings including the rotor hole in the Convection Plate (if the Compression Module has been removed), lift and lock the Electronics MOdule back into the operating position, replace the Acoustic Shroud, close the Service Cover, and then apply the safety seal. · Compression Module Removal • Refer to Figure 4, on page 7. • The gas and electrical supply should ~ OfF! • Release the latch from the the Electronics Module and tilt module down. • Remove the Hour Meter from the Electronics Module circuit board. • Tilt the Electronics Module back up and pull latch into locked position. • Remove the Acoustic Shroud. • Store the Hour Meter in the pocket provided in the top of the compressor housing and lay the cord in the cooling fins. · • Loosen the Compression Module mounting bolts about 4 to S turns, but DO NOT REMOVE THEM. This precaution is necessary since an abnonnally high pressure may exist in the Blowdown Vessel under certain conditions (e.g. remote vent line plugged). • Grab Compression Module by cylinders No. 2 and 4; lift slightly to relieve the ·pressure in the Blowdown Vessel. • Completely remove the 4 Compression Module bolts and washers. 17 • Lift Compression Module straight out of the Convection Plate and set it down on a clean surface. CAUTION: to avoid serious damage to the Compresion Module internal parts, do·not knock the bottom of the rotor when setting the Compression Module down. IMPORTANT: Be sure that the High Pressure Connecting Tube located beneath cylinder No.4 remains in the Convection Plate seat and not in Compression Module seat. If the High Pressure Connecting Tube is accidently pulled out of the Convection Plate seat, the seat and the gas passage must be completely cleared of dirt and debns before re- inserting the High Pressure Connecting Tube back into the Convection Plate seat. • Ensure that the large O-Ring remains in its seat in the Convection Plate. • If the Compression Module will no.t be replaced immediately, the rotor hole in the Convection Plate must be covered with the Service Plate available from FuelMaker Corporation. • Coverall exposed gas passages on the Compression Module with tape. June 92 '· .... la\ FuelMaker I t I , t • a t I a,11 Compression Module Replacement • Refer to Figure 4, on page 7. • Transfer all transportation protection from the old Compression Module to the new one. • Ensure that the mating surfaces of the Compression Module and Control Module are clean. • Check for proper seating ofiarge 0-Ring in the groove of the Convectio1.1 Plate. • Closely inspect the 0-Ring on top of the High Pressure Connecting Tube; replace ifdamaged. • Grab the Compression Module by cylinders No. 2 and 4 and then orientate it so that the guide pin in the Convection plate lines up directly its respective hole in the Compression Module. · • Gently lower the Compression Module onto the guide pin until it seats; do not force the module downward. • Replace the Allen head bolts (3 short, l long) and washers; finger tighten with an appropriate tool tl1en. alternately (diagonally) tighten each bolt another 1/8 turn. • Remove the Hour Meter from its pocket in the Compression Module and plug it into the Electronics Module circµit board; ensure positive engagement of the retaining clip. NOTE: If a "Call for Service., (e.g. red light flashing) was evident before servicing the VRA, the electronics have to be "reset" by pushing the blue reset button located on the lower left corner of the Electronics Module circuit board. WARNING: To reset the electronics, the power supply must be sw~tched on while the Electronics Module is in its lowered position, thereby exposing service personnel to HIGH VOLTAGE contacts. · Use EXTREME CAUTION when insertipg • fingers into the HIGH VOLTAGE area top~sh the reset button. SWITCH OFF THE POWER SUPPLY IMMEDIATELY AFTER THE RESETTING PROCEDURE HAS BEEN ACCOMPLISHED · 18 VEHICLE REFUELING APPLIANCE MODELFM4 Control Module Removal • Refer to Figure 4, on page 7. • Ensure that the power supply and gas supply have been turned off. • Remove the Compression Module as detailed in "Compression Module Removal" on page 17. • Ensure that the High Pressure Connecting Tube remains installed in the Convection Plate. • Unplug the two connectors on the end of the Convection Plate wiring harness, from the Electronics Module. • Before removing the Low Pressure Connection Flange. BEA WARE, that an abnormally high pressure may exist in the Blowdown Vessel under certain conditions (e.g. remote vent line plugged). Remove the Low Pressure Connection Flange extension nut and pull the Inlet Tube and Vent Tube away from the manifold. • Remove and inspect the 0-rings on the Inlet and Vent Tubes; replace if damaged or hard. • Re-install the 0-rings on the Inlet ailp Vent Tubes. • Remove the three Convection Plate mounting bolts from the vibration mounts, and lift the Control Module out of the FuelMaker. • Plug all openings with tape; the shipping plugs from the new Cornpression Module could be used for this purpose. Plug the Rotor hole in the Convection Plate with the Service Plate available from FuelMaker. • Coil the control cable around the outside of the Service Plate to protect the wiring. Control Module Replacement • Refer to Figure 4, on page 7. • Lower the new Control Module into position. · • Install and tighten the three Convection Plate mounting bolts. · • Install the Inlet and Vent Tubes into the low pressure manifold in the Convection Plate. June 92 ;:,-· ........ . ' .. . : \ t ."~->? . ... , .. ,,,,. • Install the Compression Module following all the steps outlined in the "Compression Module Replacement" instructions, found on page 18. Fan Removal and Repl~cement •· Remove the Compression and Control Modules as descnoed in the previous sections. NOTE: The combined weight of the Compression Module and the Controls Module is approximately 90 lbs. If the combination can be Jifted .. (e.g. by two people) then the removal of the Compression Module. is an ullllecessary step. • Release the latch from the Electronics Module and tilt module down. • Unplug the Fan Motor Cable from the Electronics Module • Remove the three screws from the Fan Assembly in the bottom of the Bucket. • Remove the Fan Assembly from its seat and install anew Fan Assembly. • Tighten the three Fan Assembly screws, and plug the Fan Motor Cable into the Electronics Module. • Tilt the Electronics Module back up and pull latch into Jocked position. • Replace the Compression and Controls Modules as described above. Electronics Module Removal • Refer to Figure 4, on page 7. • Tum off the electrical power supply. • Release the latch from the Electronics Module and tilt module down . • Disconnect the Hour Meter from the Electronics Module circuit board. 19 VEHICLE REFUELING APPLIANCE MODELFM4 • Unplug the two connectors on the end of the Convection Plate Wiring Harness, from the Electronics Module. • Unplug the Fan Motor Cable connector and any external interlocking devices (if connected) from the Electronics Module. • Squeeze -and pull the winged tabs on the Ambient Temperature Sensor to remove it from the Service Cover Housing • Disconnect the power supply wires inside the junction box. · • Disconnect the power supply wires from th~ terminal strip located on lhe Electronics Module circuit board. • Lift the Electronics Module slightly and pull to release it from the FuelMaker hinges. Electronics Module Replacement • Slide the Electronics Module into the hinges at the same angle required for removal, and then lower the module. • Re-establish all connections that were previously removed, according to the "Electronics Module Removal" instructions. • Insert the Ambient Temperature Senso_r into its socket; ensure that it's positively locked in position. • Switch on the power supply to the FuelMaker. • Perform the shut-off pressure test as described in Section 3.4 "Testing and Commissioning", page 8. June 92 . ·· .. Removing the FuelMaker If for any reason the whole FuelMaker needs to be removed: • All nonnal safety precautions must be observed when disconnecting the FuelMaker • Tum off the electrical power supply to the FuelMaker. • Remove the fiU hose(s) as described in the·section "Module Replacement Preparation" on page 17. • Disconnect the power supply wires inside the junction box and not at the tenninal strip on the Electronics Module • Turn off and disconnect the gas supply. • Release the pressure inside the Blowdown System by temporarily connecting an open dummy fill hose to the oreakaway fitting . • Plug the gas inlet and vent connections before transporting the FueJmaker. • The fill hose should either be neatly stowed inside the FuelMaker or else removed for shipping. Electronics Module Settings The Programming Port is located on the underside of the Electronics Module (Figure 4, page 7). To change settings, refer to the Section 3 .3 "Field Programming" in this manual. 20 VEHICLE REFUELING APPLIANCE MODELFM4 June 92 • •• •~ ,~-, • • I• \ l:~:· .. . · . . , ~ IA\. FuelMaker FuelMaker ... , .. ,.,, .. .@ Vehicle Refueling Appliance Double Breakaway Modification The double breakaway modification enables the FuelMaker appliance to refuel twq vehicles at one time. A conversion kit containing the necessary components for field modification is supplied with these installation .instructions. Before proceeding with the double breakaway modification; . • Ensure tlµlt the power supply and gas supply have been turned off. • Prepare a clean working area for the modification of the breakaway assembly and the safe temporary storage of removed components. • Have a supply of o ... rings and lubricant ( SILUBRIN GREASE I, Art. No. 006 029 by Klueber is recommended) for replacing hard or ~aged 0-rings that .rflay be found during modification. Breakaway Modification The Compression Module does not have to be removed Figure I FM4 Unit fo.r this modification. • Unlock the Lid, remove the Safety Seal from the Service Cover and lift into servicing position as shown in HOSEGUIDE Figure I. • Remove the Acoustic Shroud. • Slide the Hoseguide from the Bottom Housing, remove the blue Plug as shown in Figure 2 and set the Hoseguide safely aside. • Detach the Funnel from the Breakaway Assembly as shown in Figure 3 by removing the two socket head screws with a 3 mm Allen wrench. Installation Kit ITEM DESCRIPTION QTY PARTNo. 001 002 Breakaway Coupling 1 Brass Retaining Washer 2 223.000.600.097 223.000.637 SERVICE COVER Figure 2 Hoseguide Pfog Re'moi•al· l MODELFM4 July92 ... ~. I, • •• : ~) ta\ FuelMaker ••• , ••• ,-1 •• FUNNEL 3 mm (ALLEN) SOCKET HEAD CAP SCREWS ALUMINUM FILLER PLUG HIGH PRESSURE CONNECTING TUBE O-RING Figure 3 Funnel and BreakaH'ay Assembly Removal Breakaway Assembly Removal Note: The Breakaway Assembly consists of the Breakaway Coupling, Aluminum Filler Plug, Breakaway Block, Retaining Flange, Brass Retaining Washer along with associated O-rings and screws. • Remove the two socket head cap screws, using a 5 mm Allen wrench and carefully lift the assembly to disconnect it from the High Pressure Connecting Tube. IMPORTANT: A straight, upward lifting motion must be used ' when removing the Breakaway Assembly. This action will prevent damaging the 0-ring located at the rear of the Breakaway Block and the O-ring near the top of the High Pressure Copnecting Tube. If the High Pressure Connecting Tube is accidentally pulled from the Convection Plate seat, the seat and the gas passage must be cleared of dirt and debris before re-inserting the High Pressure Connecting · Tube into the Convection Plate. 2 BREAKAWAY ASSE~BL Y (0-RING LOCATED AT REAR) HIGH PRESSURE CONNECTING TUBE MODELFM4 • If either O-ring appears to be damaged (pinched) or is . hard, it must be replaced. • Place the removed Breakaway Assembly on a clean working surface. • Separate the Breakaway Assembly as shown in Figure 3 and remove the Aluminum Filler Plug. • Clean the interior of the Breakaway BiocJc of any white powder, dust or moisture. "DO NOT USE LIQUID CLEANERS". • Check the small 0-ring located at the bottom of the Breakaway Block recess: it can be reused if intact and still soft (replace if damaged or hard). Ensure that the O-ring is properly seated before installing the break- away components. • Insert the supplied Brass Retaining Washer and Breakaway Coupling into the Breakaway Block as . shown in Figure 4. July92 ___,... __ ~·-.. ----~-- I : • Reassemble the Breakaway Retaining Flange to the Breakaway Block using previously removed hardware. NOTE: Torque down the socket head screws alternately, using moderate force, to ensure proper seating of the components. When tight, a gap should not be evident ·betweep the . Retaining Flange and the Breakaway Block. • Apply a small amount of 0-ring grease to the 0-ring located at the rear of the Breakaway Block. This will hold the O-ringin place when reattaching the Breakaway Assembly. • Slightly grease the O-ring at the top of the High Pressure Comiecting Tube. • Align the Breakaway Assembly over the High Pressure Connecting Tube and carefully lower until the two 5 mm Allen head cap screws can be threaded into the cylinder head. "DO NOT FORCE". NOTE: Torque down the cap screws alternately, using moderate force, to ensure proper seating of the Breakaway Assembly. ALUMINUM MODELFM4 • Reattach the Funnel using-previously removed hardware, as shown in Figure 3. • Slide the Hoseguide back into the Lower Housing. Following modification, the fittings should be leak-tested using a suitable soap solution. The high pressure connections should be leak-checked while the FuelMaker is in operation filling the Test Kit cylinder (available from FuelMaker Corporation) in the range of 190 to 200 bar g (2800-2900 psig) if possible. Safety precautions requir~ that the FuelMaker's internals be inaccessible to the User and other unauthorized persons. Therefore, before leaving the site, authorized personnel must ensure that a safety seal is placed through the locking knob and Package guide holes located behind the air inlet grille (Figure 1). · • Replace the Acoustic Shroud. • Close apd re-seal the Service Cover. flllE< PLUG ----c)! BREAKAWAY BLOCK 3 mm (ALLEN) SOCKET HEAD CAP SCREWS BRASS RETAINING j. WASHER l / RETAINING FLANGE .. Figure 4 I!reakaway ,:4ssemhly Modification 3 O-RING LOCATED AT REAR ___. OF BREAKAWAY BLOCK July 92 ·,:·,. CERTIFICATION OF COMPLIANCE CITY OF CARLSKAD Plan Check No. f/-Oc:2_ DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-ll61 -? This form shall be used to determine the amount of' school fee·s for a project and to verify that the project apijlicant has complied with the. school fee requirements. No building permits for the p-roj ects shall be issu,ed until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building D~partment. SCHOOL DISTRICT: ---Carlsbad Unified San Marcos Unified 801 Pine Avenue / 290 West San Marcos Blvd·. San Marcos, CA 92069 (744-4776) ··· L::::::: ~n:o:2:::m~:::~OG:~J ___ ---San -Oteguito :union High -School 189 Union Street 710 Encinitas Boulevard . ~ Encinitas, CA 92024 _ _(94_~~~306) Encinitas, CA 92024 (753-6491) . Project Applicant:· ·. l?roj ect Address: ·_?-.~-e____,u=-C_. _ou_JV _ _,..._, y---"tu, .... ~_·1e ............. ~~~~s1APN: oZI fa-14 Cf -cJ S J £-A Cosw ~E. RESIDENTIAL: SQ. FT. of living area ------.-- SQ. FT. of c~verecCarea ----- Number of dwelling ·units SQ. FT. of garage area r-.· · .. -·.: COMMERCIAL/ INDUSTRIAL: s_Q. F~o Prepared By ~ -. -----,,-'-__ ----------~--Date I ) FEE CERTIFICATION (To be completed by the School District) ---Applicant has complied with fee requirement under Government Code 53080 -y project is subject to an existing fee agreement V Project is exempt from Government Code 53080 ---1, Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Res.idential Fee Levied: $ based on -------~----sq. ft.@ ------- Comm/Indust Fee Levied: $ -&-. based on sq. ft.@ ------- AB 2926 and SB 201 fees are capped a~ $1.58 per square foot for residential. AB 2926 is capped at $.26 per square fooc for cof!ll~ercial/industrial. f ·j ! _, CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. 1/-fl~ DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project ap~icant has complied with the. school fee requirements. No building permits for the p-rojects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: -----Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 ( 434-061'0) ---------Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) San Marcos Unified / ZCfO West San Marcos Blvd. San Marcos, CA 92069 (744-4776) -~·~/4 .... ---San-bieguH:o Union. High s·chool 71 0 Encinitas Boulevard Encinitas, CA 92024 (753-6491) Project Applicant: L-e u CovJVT'y . J [U,4·7e.,e ..0.1s1APN: e,2/&;-/4tf-cJS Project Address: £-<4 CoSw c!WF. fuu RESIDENTIAL: -SQ. FT. of living area Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. F~t!J 1/( 191 Prepared By ~ ,._ Date ; I I ------~-----.----------------------, ------------------------------------------------------ FEE CERTTFICATION (To be completed by the School District) ---Applicant has complied with fee requirement under Gov-ernment Code. 53080 --Project is subject to an existing fee agreement x Project is exempt from Government Code 53080 --Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $_.f}: _____ based on ____ _ sq. ft.@ ------- Comm/Ind,ust $ ______ ....,.... __ based on _____ sq. ft.@ ______ _ 7-17-q AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $: 26 per square foot for commercial/industrial. Date City of Carlsbad ca-,,,.,, .. ; o, i!l ·2494 ,., ., , ,14 o, SCHOOL F.fES Please fill out the enclosed form and take it to the appropriate school district. Once you have paid the schoo·I fee, a school official has signed the school fee form, and all other plan check requirements have been met, a building permit can be issued. The City of Carlsbad will not issue any building permit without a completed school fee form. BUILDING DEPARTMENT de enc. 2075 Las Palmas Drive•Carlsbad, California 92009-4859•(619) 438-1161 Job Address; 1960 LA COSTA AV Permit Type: PCR Citv of Carlsbad PLAN CHECK REVISI-ON Parcel No: Lot#: Reference No: PC#: Project Title: DEFERRED TRUSSES SUBMITTED NO FEE Applicant: LEUCADIA COUNTY WATER DISTRICT 6150 YARROW DR CARLSBAD, CA 4383425 Owner: Permit No: PCR92008 Status: Applied: Approved: Issued: Inspect Area: ISSUED 01/27/1992 01/30/1992 01/30/1992 ---------.. --. . --- Fees: : $0.00--; Additional Fees: : $0.00 ,J Total Fees: $0.00 Balance: $0.00 I I I ,,,. -.... ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: \/'2_2:)/'::)2._ I I I JURISDICTION= Car:: \ s 60-,c\ PLAN cttEcK No: 9\-&l 2.. sET: T,u.$Se.s PROJECT ADDREss: \9Coo Lo._ Cos+0-4-ve. PROJECT NAME: Leu.c..o.,c\ \ 6..., Cou )\ "t\ i (J\·-.x i:c:·r 'D\.S"t, { . D The plans transmitEed herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. D 0 0 The plans transmitted herewith will substantially comply with the jurisdicti~'s buildinSf codes when minor deficien- cies identified \\'.J jj'Je., 'f"'e. \IY\CL,\.(,5 be\ou.2 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. 0 Th_e applicant's copy of the check list has been sent to: ·m 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 conta~ted: ___________ _ Date c.ontacted: -----,,-------11 REMARKS : ~a,_e,_(( . .--=c:;.,,,,:.;=-~.,---:._...-=.-4-'-..i-""'---,-!-+"' ........ __;:::::::....,.~-'=?''--'-'----'""--'---.!...-.~µ....,,....._.....,_,,~ By: C.,. Enclosures: -----------ES GIL' CORPORATION 1/'1.!e/~2.. OGA DcM ... Jurisdiction Ca.c \ $ 6.c, Dates l /2.<6/ 92. Prepared by 1 CM. VALUATION AND PLAN CHECK FEE CJ Bldg. Dept. O Esgil PLAN CHECK NO. 9\-~\ 12.., BUILDING ADDRESS \ 9ec,o Lo.. Costo..... APPLICANT/CONTACT Les ~on Av~ PHONE NO. 4 ~~-p42.S- DESJGNER PHONE BUILDING OCCUPANCY (3;-~ TYPE OF CONSTRUCTION \J-~ ------ CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION ~~t!IE E.SC::i\ L MULTIPLIER . ~CY)+-Tn.ts.se, \(;-,~ l-k-h., Vzx. gi .!§ 43,57 I . - Air Conditionin~ Commercial @ Residential @ Res. or Comm. Fire S'Drinklers @ Total Value .. E.,SG,lL B uileHn ~ 12 er 1ft it fee $ Plan Che ck fee _____ ....::...$ _____ 4_3_, _s_,~/{:.-.Q=--:....;;, C):;;;.__ ____ _.::;..$_0-=--:4_,_, 4-'--"'<e __ COM WEN TS ... : ----,---------.----------------- SHEET_\_ OF __ 12/87