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Home My WebLink About2516 LA COSTA AVE; ; CB890524; Permit;i· : ·r . \ ~ ' -~ B U I L D I N G PERMTT · :J.9"/20/89 09: 43 . Permit l'io: ··GB8905;a4 . Pr~jecit No: A8900922 Deve.lopment No: ,· f J;>age· 1 of 1 j9b ,Adqress: 2516 LA COSTA AV _ Perrait Type: SINGL.E FAMILY DWELLING Parcel ·No·f . Va1uation: 259,676 Construction Type: N~W Occi.ipanc.y Group_: Class Code: Str: Fl: · Ste: . '1793 :L0/20/89 -000.t 01 02 -_ C7.PRMT 13768-00 _ .. ;St~tust ISSUED Description: 3700 SF/408 SF BALCONY/670 SF : GAR35 SF ENTRY-SAN DIEGUITO SCHOOL DIST ::'. . Applied 0·4/11/6.9 Apr/Issue 10/20/89 · Va1Ji:;iated By: . CD OWNER : NAKHSHAB, S~SAN · Lie., .. *** .. Fees Required *** .. *** .. ------Fee·s<.<;qllected-& Cr-edits ' *** --.-------------------------,"' -.,,_ --~ ' -. . . -------_. -~ -,.,,., -, __ t ;f"i \ /'"'--' -~ ....... ' -. . -. Fees: ~4,507.)tO .. , t,, :/"' '"--. · Adj.ustments: · -00 -· · ' .. -" ·r.rdt'a{/cr-edi:ts: . 00 Total Fees: 14,~cr1:o.01:_··:.-· Tota'.1..\1(,Yll}~~-ts\· 739.,00 . / \ . :· · "-:. ·" .-: :_ B~.J..ariq_-~ )~µt; \ . 13, 16'8. 0-0 F.ee descriptj.on / :. ; . / ,. . .. T;1,n:i ts-... ·-Fe.eViUnit ·Ext f e.e .. Data _ .. ·;--. _____ . -·. -----_.··-_____ ·.,,:v_.-· .---· . _ _.,,._;--_ _.··,p:__,·z·."' __ .... \\~~:-~-\, ,.--.· -.-·· ·------·-. Building .Permit '----.. ·. . . -:-· -.. -.... ----···-..,, /--"7 \ "'ic;,) l 12·00. 00 Plan Check ·· ·· ·.-~.·-·--.·. ·.· """,:::·::-~--~1'.'/ \ Y-"...-: \ .7_:80·.00 -' -' ',..,_ ', ,~", . ." .. ::,•: •K":~ ... .._ (.?~,,_,., ... ~,;,?~/// : \ \,,/' \, $trong Motion Fee , " ·., .. · ...... , fJ.,...,.,.,..,/',:f · .ltJ.~ . \. ·1a ,.00 . License Tax -.-. ~~-. ·: -f: /.;-/;;:,')i 1 . ~089. oo · Y . " ' ., . . ',• / --.... /./ / • -'I I I ' Enter. 'Y' for La Costa:·'i'IF "' :;i>i>\r··.'.1T' ;r-__-::-....s::f·t 1·. 670 .. 00 Y· E I y I f • d' , • . ' ','--I • § ', ) ', . ' '· f ,.--' 0 \ ;,, // , ! nter · . or Br1 ge . .· _ .. , ·. / \ 1-}!'f 11: .;;~'.'J:d 1 · J· 530.00 Y Enter MFF' -Fee ., t>\ ·. :->-.?~,·.,f 11 j*7\§'~do;{?F/ .· ,' 1713.00 Growth Ma,:iagemen t F:ee .& . z.one ( 99), -t>.:., 0 ;.:3·;_~~-0-0· . 1 1 · 31 o . o o o 6 ,·, BUILDING TOTAL . . ', , 1 .-· / j ·1-4.310. 00 Ente.r "Y" ~or P~umbirig·I',~ue F"ee __ i,·,,c::,"'._':~,}t{:(.;,,./'/" (\~;":> I 7 .. 50 -y Each .Plumbing Fu~ture "· · •. -:;:; ~ · >. ···-·,, __ , .. 1·8. 00,.\, \J 2/50 45. 00 Each Buj.lding Sewer ·<-' " ! ,., :. ~ ¾ .--. ;-;...~J-8:~~2/:. /6. 50 6 ._50 Zach Water Heater . ._, <: /·)C' .<---~,\'1/,o:o ., 2,.50 .·2,'50 · Each Gas Pi.ping System ·.: > ,;::::,-:!) \'.f: 00 /_,/· 2'. . .s.o . 2. 50 E·ach Vacuum Breaker > 2 .. O·CJ~ 2. 50 5. oo · * PLUMBING TOTAL . ·--......... ---~·---_6.9 . 0 0 Enter 'Y' for Electric Issue Fee > _s.oo Y Single Phase Per AMP > 200·. 00 .. 25 . 50·. 00 * · ELE_CTJ;UCAL TOTAL ( $10 Minimum) 55 .:oo Enter 'Y' for Mechanical Issue Fee> 15-. o:o Y Install Furn/Ducts To 100;000 .BTU> 1._00 9.oo· 9.00 Eech Metal Fireplace > 3,00 6.5-0 19·,5-0 Eac:h Vent Fan Single Duct > 4.00 ~.-50 +8,00 Each Hood > 1 . O O 6 . 5 O . 6 . 5 0 Each Dryer Ve.nt . > · 1. 00. 4-. 50 · .. ,·4 .. 50 * MECHANICAL TOTAL 73: 00 . • --·' .. ' •> •• ,, ••••••••• , •• ,..... • • • Q, ,I·' I. ,. ,.,. ·"·r ·.··;"··• .. •"'"·.i•i.:t}•4. r-~-............ -...... -t:1-{!i· . . .. ·•~PROVAL ··. INSP. J .· · OATEJ/t411 CLEARAN~E 11.-·M"U~ _ .. , -~, .. u -. . --..... _._ .. ~u , • ~, •. ,..., 1..~ .... ~, i'lWll tr'..·~~.; .•. /,.~ P.ERMIT APPLICATION • City of Carlsbad ·Bu-ildin_g Oepartm{l'nt . 2075 Las Palmas Ur., Carlsbad, CA 92009 (619) 438-1161 . . _EST. -V~L--'----'---'-----'--------'--'-.. : PlAN Ct:: DEPOSIT .... -~-~--..,;,_ _____ _ . VALID •. BY ____ ~~-~~------ 1. PERMIT . DATE . ....,.~---,--.....,.~-------,--'- A • 0 COMMER Cl AL B -· _[J.l~DUSTRIAL C • 1i![RESIDENT•lAL 0APARTMENT TENANT l HPROVEMENT 0 TENANT IMPROVEMENT D CONDO []SINGLE FAM! LY .DIIEl:LING '. ' [jADD!TION/ALTERATi'oN 0DUPLEX 0DEMOL'l'T!ON 0RELOCATION 0H08!LE HOME []ELECTRICAL []PLUMBING []MECHANICAL [JROOL []SPA 0RETA!NlNG WALL []SOLAR 0DTHER. ___ --'-- f, .. PR.OJ ECT INFORMATION "PLAN CHECK No .. F · Acldr.e_ss . Nearest Cross Streets. _ 2.. 5 It:;, Bllildi ng. or Suite No;. :J-,4 t:.~>'T/1 . /1-/1/. . LEGAL DESCRIPTION!' . Lot No. ,b_d r :z_::z,,,.... ·cHECIC BELIN IF SUBMITlED: . 2 Energy Cales 02 Structural· Cales . ·ASSE~SOR Is PARCEL . Z-I b BLDG. SQ. FTG. ,3 6&0 CITY S!GNATURE # OF STORIES z_.., ADDRESS 2-./ S ,..If ZIP CODE DAY ·T,E,LEPHONE ff2YP,7 Z-3 G.~_7259 4. APPLICANT D CONTRACTOR 0 AGENT FOR CONTRACTOR ADDRESS ··~AME CITY f,t-n/L //~VA.. STAT!, ZIP CODE DAY TELEPHON~ 5. PROPERTY OWNER OWNER [JLESSE_E []TENANT NAME CITY $'./I-Ml{_ ~(Jc::Jv/L. STATE ADDRE:SS ZIP CODE DAY TELEPHONE 6, ·CONTRACTOR ,NAM!; Cl':TY . S'l~NATURE DES I GNER NAME CITY (jpf t0;t;t STATE STATE UC. #_' ---~- STATE ADDRESS ZIP CODE LICENSE CLASS ---.,....-'-- TITLE ADDRESS iIP CODE DAY TELEPHONE C!'H BUSINESS LIC. ·# DAY TELEPHONE STATE L!C. #. 7. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent -to seH··insure issued by tlle"Director of Industrial Relations,-· or a certificate of Workers' Compensation Insurance by an aani tted insurer, or an exact co·py or dupl:i cate thereof .. certi fled' by the. Di,re.ctor of the. ,3. insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). . ' · · INSURANCE COMPANY . POLI,CY NO. EXP,l,RATJON DATE'. . . .. . .. Certificate of Exemption: I certify that in the perf.ormance of the work for which this permit rs i,ssued;. T shall· no; empl'oy any person. in any manner so as to become subject to the Workers• Compensation Laws of California. ~IG_NATU_RE DATE OWNER-BUILDER DECLARATION owner-Builder Declaration: I hereby affirm that I am exempt from the Contr.actor•s License·Law for the following·reason: . rh'1 as owner of the property or iny employees wit~·wages as their sole compensation, will do the .wo~k ani:f the _structure i~ not intended or offered for sale·. 'ft.cse·c. 7044, Business and Professions Gode: The Contractor's License Law·does not apply to an owner of property who bui·Lds or improves thereon;, arid wno does such work himself or through his owr:1 empl,oy,ees, provided that such improvements ar,e not intended .or offered for, sal·e. J'f,. howev.er, the 'bui.l'djrig or improvement is sold \Ii thin one year of completion, the owner-builder will have tlie burden of proving that 'he did not build or improve for th~ purpose of sale.). · · D !,.as own~r of the property, am exclusively contracting wfth licensed contractors to constr.uct the p,roject tSec. ·7044, Business an;f Professions ~ode: The Contractor's License Law does not apply to an owner o.f property who bui.lds· or improves .thereon, and ·contracts foi,· such projects with contracior(s) -l i c_ensed pursuant to the Contractor Is License Law). D t am exempt under Section--~------,.--Business and Professions Code for this reason: (Sec. 7031..5 Business and Professions Code: Any City or County which requires a permit to construct, al'ter, improv.e., demolish, or repair any structure, -pr'ior to jts ,issuance, also requires the applicant for such permit to file a signed-statement-that he is.·\,icensed pursuant to the provjsions of the contractor's License Law (Chapter 9, conmencing with section 7000 of Division 3 of tile Business and Professions Code), or· that he is exempt therefrom, and the basis for the alleged exemptiO!'), Any violation of Section 7031.5 by any applic t for a permit subjects the.applicant to a c,ivil penalty of no.t more than five hundr dollars [$500]). ./ / . . . , s:i;GNATURE " ;/,, / _/ . . DATE ./)/ __ 11/ .... r ·COMPLETE THIS SEGT!ON FOR NON.·RES!DENT!AL BUILDING PERMHS ONLY: Is the applicant or future building ~ccupant required t9 submit a business plan, acutely hazar,dous ·materials regist:r-atipn form,or Tisk ma,nagement and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Acc·ount Act? · []YES ONO -Is the applicant or future bui lcling occupant required to obtain a· permit from the ai·r pol l·ution contro'L .distr-ict or air qual'i"ty management di'strict? DYES ONO Is the fac,i l it,y to be constructed· w.ithin 1,000 feet of the quter boundary of .a sch_ool site? DYE~ 0No ,IF ANY OF THE.~NS\IERS ARE YES, A Fl~AL CEl!TIFICATE OF OCClJPANCY NAY NOT BE ISSUED-AFTER JULY ·1, 1989,U_NLESS THE:AP.PLICANf. HAS'l!ET OIi IS MEETING THE gEQUIREMENTS OF THE OFFICE OF EMER_GENCY SERVICES AND THE AIR POLLUTION CONTROL DIST\Uc;T. CONSTRUCTION LENDING AGENCY hereby affirm that there is a construction lending agency for the performance of the work for which thls permit is issued .(Sec 3097(i) Ci.vii ·Code). · . . 6,n-,,.h7l/z..4, ro . . LENDER'S IIAME : . N.&7=~-#j~-filf,ENDER•s 'ADDRESS ft/) ~, . 'f3tJZA-J '?{/: .10. APPLICANT'S 5IGNATURE I certify that I have read the appl'ication and state that the above· information is correct. ··1 agcee ·to comply ·with all City ordinanc·es·and State -Laws rel-iiting to .bµi L~i ng c·onstruction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned prop.e/ty for inspei:ti on purposes. ·1 A~S.O AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST AtL LIABILITIES, JWGMENTS, COSTS AND EXp'ENS!;:S IIH!CH MAY IN ANY \IAY ACCRUE AGAINST SAID -CITY IN CONSEQUENCE OF THE ·GRANTING OF THIS PERMIT. , , ,. Expi·ration. Every permit i'ssued by the Building Official under the provisions of this Code shall expire by L'imi.tation and·be'come .. nuH and void if the' bui.ldirtg or-work authorized by such permit is not comnenced within 180 days from the·date of such permit 'or H the bui'ldi,ng or work authorized by such. per-mit is. suspend~d . or aba oned at any time after the work is conmenced for a period of 180 days (Section 303(d) Uniform Building Gode). · · · ' · · , AR~ CANT'S SIGNATURE / / ~ OcoNTRACTOR OBY PHONE . ~~i~veo .. i!;,::/ . PINK: Finarice . . I ·-·. C/1::#llh_~ B U I L · D I N G. · P E l:'{ M. I 'Ti' ':· · ·PCR -No: PCR.90,0'5.1 '. . Prqject N'o,: As-90.0:9·22 )~/28/90 08: 07 l?a.ge '· 1 of 1 ·. ,Job Address: li~rinit Type: 25J.6 .LA COSTA. AV PLAN CHECK REVISION Parcel No:· · *'a,lU:ation: 0 C:onst:r:uc-tion Type: NEW Occupancy Group: pes·crip~ion: ROOF FRAMING Fe-es Requir~d *** '·--~----· ------------------- Fees: Adjustments:· Total Fees: -.Str: . , ' . :,. Class Code: · .Deivelopi:nent ·t.ro; . Fi:' $~EH. 6440 06/28i90 0001·01 02 C-PRMT .:. 200.-00' Stat.us: Applie¢l. : APPROVED. 04/26/9,0.·.· · 04/26./90 'Apr/Issue Vafidated By: .D.y '' ,.. ..... -, ' ' ., FINAL APPROVAL INSP. __ :DATE--1 CLEARANCE.;.,...· ------1 CITY OF CARLSJ3AD · · 2075 Las Palm.as Dr., Carlsbc;1.d CA 9~009 ((?19)_ 438-116;1 •• ·1 04/23/91 INSPECTION HISTORY LISTING FOR PERMIT# CB890524 DATE INSPECTION TYPE INSP ACT COMMENTS 12/06/90 Final Combo RI RI MH 11/29/90 Final Combo RI RI MH/SASAN 11/19/90 Final Combo R:t RI MH/TEL 11/08/90 Fihal Combo RI RI MH 11/08/90 Final Combo TP co 11/08/90 Final Combo TP co 08/22/90 Frame/Steel/Bolting/Wel RI RI T3/MH 08/22/90 Rough Electric RI RI T3/MH 07/06/90 Ftg/Foundation/Piers RI RI T3/CMW 07/06/90 Sewer/Water Service TP Al? 06/0~/90 Interior Lath/Drywall RI RI T3/MH 06/08/90 Interior Lath/Drywall TP AP 06/08/90 Exterior Lath/Drywall TP AP 06/05/90 Interior Lath/Drywall RI RI T3/MH/ 06/05/90 Interior Lath/Drywall TP CA 05/24/90 Insulatic;:m RI R;I: T2/MH/ 05/24/90 Insulation WDM AP 05/22/90 Frame/Steel/Bolting/Wei RI RI Tl/MH/ 05/22/90 Rough Combo WDM AP 05/18/90 Final structural RI RI T2/MH/SUYSAN/236-7354 05/1~/90 Rough Combo WDM NR CORRECTIONS NOT MADE 05/1.1/90 Frame/Steel/Bolting/We! TP co 05/08/90 Frame/Steel/Bolting/Wel RI RI T3/MH/SUYSAN 04/30/90 Frame/Steel/Bolting/We! RI RI T3/MH 04/30/90 Rough Combo TP co 04/25/90 Shear Panels/HD's RI RI Tl/MH/SUYSAN/943-0481 04/25/90 Shear Panels/HD's TP co NEED LETTER/ENGR APR FRM 04/19/90 Frame/Steel/Bolting/Wel RI RI Tl/RS/943-0481 04/19/90 Frame/Steel/Bolting/Wel TP co 04/10/90 Shear Panels/HD's RI RI Tl/MH 03/15/90 Frame/Steel/Bolting/We! RI RI T2/MH/943-0481 03/08/90 Roof/Reroof R:J: RI T2/MH 03/08/90 Roof/Reroof TP AP 02/01/90 Frame/Steel/Bolting/Wel RI RI T2/MH/SASAN/236-7354 02/01/90 Frame/Steel/Bolting/Wel TP CA 02/01/90 Frame/Steel/Bolting/Wel TP CA 11/08/89 Ftg/Foundation/Piers RI RI T3/RS 11/08/89 Steel/Bond Beam 'rP AP FORMED FND. WALL 11/08/89 Retaining Walls RI RI T3/RS 11/01/89 Ftg/Foundation/Piers RI RI TJ./RS/236-7354 11/01/89 Ftg/Foundation/Piers RI RI T3/MH/BEFORE NOON 11/01/89 Ftg/Foundation/Piers TP AP PENDING ENGR LETTER 10/26/89 Ftg/Foundation/Piers RI RI T2/RS/10-24-89 10/26/89 Ftg/Foundation/Piers TP NR ijIT <RETURN> TO CONTINUE ... i ' ::.1 . :·1 ·i l I .. j ,i I ! l f { l [" . ·. DEPT: BUILDING,-.. ·•-' t·~-~ PLAN CHECK#: &nu~crs~~~:d},. ;:_ PERMIT#: CB890524 PROJECT NAME: 3700 SF/408 SF BALCONY/670 SF DA'l'E: 11/08/90 PERMIT TYPE: SFD GAR35 SF ENTRY-SAN DIEGUITO SCHOOL DIST ADDRESS: 2516 LA COSTA AV CONTACT PERSON/PHONE#: MH SEWER DIST: WATER DIST: ~~~~~Fi/tt INS_PECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INS·PECTED: DATE INSPECTED: --- ~ APPROVED/ DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED --------- FINAL BUILDIN.G INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M . ,WATER{ 1 ~ / PIAN CHECK#: CB890524 DATE: 11/08/90 P15RMIT#: CB890524 PERMIT TYPE: SFD PROJECT NAME: 3700 SF/408 SF BALCONY/670 SF GAR35 SF ENTRY-SAN DIEGUITO SCHOOL DIST ADPRESS: . 7 2:5.16 .LA COSTA AV? CONTACT PERSON/PHONE#: MH SEWER DIST: WATER DIST: INS:i?ECTED BY·: DATE 7·. INSPECTED: NOV. 1 9 1990 APPROVED _ DISAPPROVED INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED ~ ,,, -- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: J lU .. ':( .S1 19&9 AP-~ JURISDICTION JURISDICTION: C,.. IT Y Of (?AR,L,5600 PLAN CHECKER QFILE COPY QUPS QDESIGNER PLAN CHECK NO: SET: 7JI:. PROJECT ADDRESS: ;?.5/(A J..., Pr (;µ$TA fi:VIE, PROJECT NAME: 1.J/}-J<. H5t{PtB 8f£StDe!)C£ D II -0 D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified 'D#l ATifrCHt:::DStfl:il?C 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 fo:i:-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 ap~licant's copy of ·the check list·has been sent to: . . . Sfl:/213::JJ 0/tKJ15H88 '9.13¢ {!f,fli>L V /r:;t.J /)(?, (!/W.i);ff er 7HE :$en, M .. , I 9;w{)z ,., .. ' II 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:-~/µd,&J ESGIL CORPORATION 6·;'<.?-8'?' OGA . DAA Dvw ODM Enclosures~_=U~o~µ=t _______ _ " / I I :· ... A I·/ ESGIL CORPORATION ,. DATE: 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92i23 (619) 560-1468 .,, iv vc 13,. 19>"? . JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: 89 · 52 V SET: JE. PROJECT ADDR~SS: 25/(p J...&: &tSrJr-A l)I;. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith ~ill substantially comply O.with the jurisdiction's building codes when minor deficien- D II D 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 cop-y of the check list has been sent to: .S:et,ev tlPt:Xli$11eA . ~ l3¥ a&:Mte view !)e, II Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that .the plan check has been completed. Perso.n contacted: --------------- Date contacted: _________ Telephone'~--------- 11 REMARKS = /Lt$ {tf P{dR.lgl.JT TAAT &eeuce:rJt: {}(2£.'5 Al([[ 1.JJ,){)@T(tl.).D Vte: 8EGIJ.F61:£}) CA:&e-RC:71()1)$, Beeiu:erJr .S@u,,,Lb {)eratJA) PR.t) Ec~~J/)I}(, By=· ~ Ntl/44/ ESGIL CORPORATION .1--s---Q . OGA DAA Dvw OoM Enclosures: QR1GIIJ&L t'JrR.i. usr .JUR,ISDICTJ'ON: Clff?l Sl$8]2 _o~-~c lo/t3@ __ _ PRo.JEcr ADDRESS: ~lb LA 4'.Y:JTft e-vc. TD: .5, Al &-XH-SHA:E ei }31/ -<iftRAc.. V IFW 'DB-· ; PLAN CORRECTION SHEET P 1 an: Check No ··-__,...-'&'2.J.-i:~'::;,;Qc:!.-IZ-:z?L.:fl~/.1,I.{=='._:::.... __ _ FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code,Uniform Plumbing.Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy ~---,t.:....:.~J.::::::..!.!:::..W~------------:-:--------1 conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with-the cited codes and regulations. J-----J..l::tl::~!.1.i.....l...J:M...._..o..ru.~~.,_~;...._u.,....._..._-+...._--.......__,..__ __ ---J Per Sec. 303 (c), of the Uniform Building Code, the approve~ or the plans does not permit the violation·or any state, county or city law • . A. PLANS ~-Plea7e make all corrections on the original ~ !:racings and submit two new sets or prints, and any original plan sets that may have been returned to you by the jurisdiction, to: .§:St;,-.1/ f1h£R, 9.,3czID Ct/B e:eee><e: Pe. -tte:0? 0 SA:tJ D/e:&~ CA: 9,:v.:i 3 To facilitate rechecking, ·please. identiry, next to each cfrcled item, the :sheet or the plans upon which each correction on this :sheet hos been mode and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have ~ny questions regarding these items. Oat~·plan~.x:_eceivcd by plan checker fe/.i/8? Date ;J.LL plan check completed ~/;3/x'f B .Y. I.?• /.J.)fll/{(;L ~ Please ~e all corrections on the origtnal :_:_} tracings and submit two new sets of prints, and any original plan sets that may have been ~etµrned to you by the jurisdiction, to: !o~ Esgil Corporation, 9320 Chesapeake Ddve, Suite #208, San Diego, California 92123, ( 619) 560-1468. ,'7\ c) Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction I s building department. Indicate on the Title Sheet of the plans, the name of the -legal O',/Tle+ and name of person res onsible for the re aration of Section 302 a 7. All sheets of plans must be signed by the :0 person responsible for their preparation. / (California. Business and Professions Code). ~ Plans. specifications and calculations !>hall be J signed by the . California state licen.sed engineer or architect responsible for their prepara~ion, for plans deviating from conventional wood frame construction. Specify expiration date of license. (Cal:ifornia Business and Professions Code) .sf'l!JJ..lT/V:P.l, Speci,fy_ on the Iitle Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). Provide a statement on the Iitle Sheet of the plans that this project shall comply with Title 24 and 1985 U:SC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot pl~ drawn· to scale showing location, size, ·and use of_al-1 existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Shw location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish gr~de. Show drainage patterns with minimum slopes. Section ~02(c). · · Indicate distance from property lines to proposed bu,ilding. Section 302(c). 12./16/87 1/ Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project sholo'll on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or a story,. based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance-to the floor above, for story determination. FIRE PROIECTIOH Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). Projections, including ee;ves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not· be installed within 81 of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. i-J. Projections, including eaves, shall be one- / hour fire-resistive construction, heavy timber or of noncom"pustible material if they project into the 3 1 setback area from the property line. Section 1710. ~ Show location of permanently wired smoke ~ detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210.a&V'rlALl'{ "1>M11!,"D T}AJ U/l,0)'1 Oi~c.:rL-t A~ovi! .S'T"AIL> 11. A smoke detector shall be installed in the 7 basement of dwelling units having a sta.irway 'Which· opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm-'«hich will be audible in the sleeping area. Section 1210. When the valuation of a room addition exceeds $1,000., or wen sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. 2 !!)CJ'I SIZES I Lltm I VDn'IL\l'ION AKI> GLAZilC 1( :Habitable rooms, other than kitchens, shall / contain at least 70 sqUAre feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). -;:,(' 'Window area must be at least 1/10 of the floor ,.:V area and a minillllllll ·of 10 square feet per Section 1205 (a). Appears to be deficient in W1t)P9w TY$'.$+ s,12 .. e:$/)o wr 8:(-r&ce: 8ffWt:ctJ -~ fLtPL11;1,;s+ e,-r, lit.Ev, &so .s:µ()tp tJJ1nptxJ) /U· 61>£m, t4-~. Openable window area in habitable rooms must be 1/20 of the floor area and a.-. mini.i;ium of 5 square feet. ln bathrooms, ··laundry rooms and similar rooms 1/20 of area is re9uired and minimum is 1.5 sq. ft. (Section 1205 {a)). I 22. At least 1/2 of the cot11DOn wall must be open ' and have· an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). 2-~. Requir.ed ..,;indows shall not open into a roofed / porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). ts. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 7 1011 in any dimension. Section 12.07 (c). Show that ceiling height for habitable rooms is a minimum of 71611 • Section 12.07 (a). Show ceiling height for laWldry rooms, ~llways, co;-ridors, and·bathrooms is a minimum of 71011• Section 1207 (a). 2/. Dimension on the plans the 3011 clear width_for water closet compartments and 2411 clearance in front of water closet. Section Sll (a). 3 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406 • . . ~. .. l?./16/87 _:· .. 0 1· r· Gla%ing, in the same wall plane as a door, must be safety glazing if within ·1211 of the door and less than 6011 above the walking surface, un~ess the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 4411 above the floor. The window must have an openable area of at least 5. 7 sqµare feet with the min:ililum openable width 2011 and the minimum openable height 2411 • Section 1204. A mezz.an-ine is an intermediate floor and may n_ot have a floor area exceeding 33 1/ 3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side · open to the room below except for posts and protective walls or railings not exceeding 4211 in height. Section.1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code·defi.riition, a story. Section 1716. Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a).. r• Required exit doorways shall be not less than 3611 in width and not less than 61811 in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). 0 Provide 36n high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 611 • Section 1711. r;){' Show how guardrail .connection details are \:!:J ~dequa.te to support 2.0 pounds per lineal foot at a right angle to the top rail. ?able 23-B. 3 -7(.Provi~e stairway and landing details. ::.) 3306 (b) & (c). eXf"ERlota Section 0 Maximum rise is 711 a.nd mini.mum X'\.IJl is 1111 • When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 811 maxi.mum and run 911 minimum. Q Minimum headroom is 6' 611 • / 0 Minimum. -..-idth is 3611 • ~ !J.1 handrails per Section 3306 (j), shall J satisfy the following: 0 0 G Provide handrail for stairways with 4 or more risers. Handrail ·shall be 3011 to 3411 above the nosing of treads. '.Ille handgrip portion of handrail shall be not less than l 1/411 nor more th.an 2.11 in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stair..·ay width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i). 4t. A door may open inward at the top step of a ' ~,tait""w~y provided the top s1:,ep is not more than 7 1/211 lower than the floor level. Section 3304 (h). . Provide details of winding stairway complying with Section 3306 (d): . · 0 Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. Minimum width is 36 inches. Provide spiral staiJ:way details, -per Section 3306 (f): a. Minimum xun is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. · \ b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches d. lbe tread llllSt provide a clear walking area measuring at least 26 inches fro!U the · , :. : out_er edge of the supporting column to the . -:. inner edge of the handrail. -.: _. . -.... ~/::-·:-r~.--~~.:··_ ·-. . . -:· ._: ·,._ ... : -:: :'" .. 12/16/87 r· s{. ¥+· r· Spiral stair.rays 11111y not be used for required ·exits when the area serv~d is greater than 400 sq-. ft. Section 3306 {f). Provide I.C.B.O, Research Report and number for metal stair.ray, or submit plans and calculations and approved fabricator registered with the building department or note that the stair..·ay fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet hori~ontally of an exterior stair.->ay. An. exit balcony with 2 separated stairways is exempt. Section 3306 (1). Open~gs in exterior walls below or within 10 feet, measured hori~ontally, of an exterior stair sh.all be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating 'When the stair serves a floor level having openings in two or more floors below it. An. exit balcony with two separated stairways is exempt. Section 3306 (l). Exterior stairways shall not project :into the 3 foot setback from the property lines. Section 3306 (n). '.Ille walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOY.IBG Specify roof slope. Roof slope is not adequate for roof type specified. !able 32-B; Section 3203 (h). · Specify roof material and application. Chapter 32. Specify I.C.B.O. _or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. . . ' ·-. .. . ,;' ... lba snaxilD\.1111 slope for a fire retardant built- up roof, .,,,ith.rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. The minill!UIII slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum l/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 {f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. Provide skylight details to show-compliance vith Sections 3401 and 5207 or provide I.C.B.O. approval number. 61. Plastic skylights must be separated from each I I other by at least 4 feet. Section 5207 (a) 6. (:?"\ Show attic ventilation. Minimum vent area ·is '.:::::.J l/150 of attic area or 1/300 of attic area if at least SO% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). _ Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. · 6/... Show anchored veneer support and connections / attached to wood in Seismic Zones 3 and 41 comply with Section 3006 {d)l and Section 2515 (a). Show ties and t9 wire in horizontal joints. ~ Show height and construction details of all '-v masonry walls. Chapter 24. ~ Note tha.t cleanout openings shall be provid~d "-:J at the bottom of all cells to be grout filled . in accordance with !able 24-G. Cleanouts shall e;;~=::~i;;:;:;;~;.:~ lineal. foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers ·is .not permitted. · r· Section 2310 & 2312 (j)3A. · Provide details for damp proofing the foundation walls, below finish grade, where usable spac~ exists on the interior side of the , walls •. _ Section 1707 ( d). 17./16/87 Show a minl..lllUID 211 air space and flashing between planter and build;ng '-'alls. Section 2516 (c) 7. GARAGE AND CARPORTS !6· Garage requires one-hour fire protection on the garage side of walls and ceiling coJm)On to /. the dwelling. Table 5-B, Section 503 (d). r:.\ All elements supporting floor above garage, 'J including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) C\ Show l 3/811 solid core self-closing door for · .'\!.::;) openings between garage and d"'elling. Section 503 (d) •. ,/. f. r-x V I· fa .. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. An occupancy separation is not required -between carport and residence, provided the caxport is open on two or JI>Ore sides and has no enclosed uses above. Section 503 (a) Exception 3. Show gar?,-ge framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NQIE: Maximum shear panel ratio is 3 1/2 to l for height-to-width. Table 25-I. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). Provide an 1811 raised platform for a:ny FAU, water heater., or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). G Per soils report; note on the plan the soils classification·; whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). The foundation· plan does not comply with the ~oils report recou:mendations for this project. Please review the report and modify design, notes and details as required to show compliance: ___ · ___________ _ 5 Provide notes on the foundation plan listing the soils report reco11Cendation for foundations, slab Md building pad preparation, Provide a letter fi:0111 the soils engineer confirming th.at the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recoJD1Dendations in the soils report are properly incorporated into the construction documents (when required by the soil report), !he soils report recomendations e~cavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor zequesting a Building Department foundation inspection, the soils engineer shall advise the building official in "Titing that: 1. Toe building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. !he foundation excavations, formings and reinforcements comply with the soils report and approved plan.11 Show heismt of all foundation walls. 23. Ci;PiH JJJ1D.SDI~ Chapter Show height of retained earth on all foundation walls, Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills, Chapter 29. · Note on plans that wood shall be 611 minimum above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top o~ any exterior founda~ion shall extend above the street gutter at point of discharge or th~ inlet to a drainage device a minimum of 12.11 plus 2 percent. Section 2905 {f), 2907 (d) 5. (a. Dimension foW\dation per U.B.C. ?able 29A: .. ~loors Footing Supported* Stemwall Width Depth l'hickness l 2 3 6" 8'' 1011 1211 1511 1811 12." 1811 2411 6" 711 8" ,-,Foundations may support a roof in addition to the· floors._. · · 'Where only a roof is supported., use fou:ndation for one floor. 12/16/87 G 0 ?· r· Show fo~dation sills to. be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (£), Specify size, I.C.B.O. number and manufacturer of power driven pins, Show edge and end distances and spacing. Section 302. (c). If required by structural calculations, show size, i.lllbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302. (c). ~ If h9ld dg,m;. a.:a ra~irad ~y GalGYlatioRS, CJ note on plan that hold down anchors IIJUSt be tied in place prior ·to foundation inspection. Section 305 (e) 1. f· 91· Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2.907 (c). 0 Show minimum 1811 clearance from grade to bottom of floor joists and minimum 1211 clearance to bottom of.girders. - Section 2516 (c) 2, p. Show pier size., spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 1811 x 2411 • Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners a.s practicable and shall provide cross ventilation on at least two approxi.lllately opposite sides. Section 2516 (c) 6 • .SHOW Al!.EA- f(~Q.LLJReJH-~ f/J.DJIIJ/:J7J, u/o. Specify that posts embedded in concrete shall / be pressure treated per UBC Std. No. 25-12. Section 2516 (c) l. FRAMING lo{. Show wall bracing. Every. exterior wood stud 7-wall and ma.in cross partition shall be braced at each end· at least every 25 feet of length with l x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. ~ Note C:t'.OSS bridg~g or blocking. Floor joists ~ and rafters 1211 or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. 6 ~ ·Show.blocking at ends and at supports of floor ::.J joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. ~ Show double joists. Floor .joists shall be :_J doubled under bearing partitions running parallel with the joists. Section 25?.7 (d) 5 •. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) S. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, "'here rafters and ceiling joists are not parallel. Section 2517 (h) 4. . . ,A7. Show rafter purlin braces to be not less than T 45 degrees to the horizontal. Section 2517 (h) 5. ~-Show 1/211 minimum clearance betwe~ top plate ;:J of interior partitions and bottom chord of trusses. (Io ensure loading will be as designed). · ~ Show double top plate with minimum 4811 lap 'J' splice. Section 2517 (g) 2. 11b •. Show nailing will be in comp).iance with Table 325-Q. . Show or note fire stops _ at the following · locations per Section 2516 (f): f· 0 e 12 16/87 In concealed spaces of stud 'lo-alls and partitions, including furred spaces., at the ceiling and floor levels ·and at 10 foot intervals along the length of the wall; at all interconnections between concealed vertical and horizontal spaces such as occur at soffits., drop .ceilings and cove ceili.J:lgs; In concealed spaces between stair stringers at the top and bottom of the run arid -between studs along and inline with· the run of stairs if the walls under the stairs are unfinished; and ·. ;. , in openings around vent~, pipes, ducts., chimneys, fireplaces and s_i.milar openings ·_ which afford a passage for fire at ceiling and floor levels., with noncombustible materials •. .. dow stud size and spacing. Maxi.mum allowable ~~~d heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6 ~ ::s 20 ::pp:::::g 25 ~:: 3 ·floors, a roof and 'J ceili:ng lffllst be 3 x 4 or 2 x 6 at 1611 o.c. Table 25-R-3. n4. Note on A.I.T.C. Certificate of Compliance for / glued -laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). ~ Detail shear transfer connections, including '-:J roof and floor diaphragms, to shear walls. Section 2513. C'\ Specify nail size and spacing for all shear \;::;j walls., floor and roof diaphra~. Indicate required blocking. Maintain max:i.mum diaphragm dimension ratios. [!ables 25 I, J, K and Section 4713 (d)). 1~. Show 311 x 411 or 211 x 611 studs in first story of three story building. Table 25-R-3. ~Provide trµss details and truss calculations C.:.;J for this project. Specify · truss ./ identification numbers on the plans. ~ Provide roof framing plan and floor framing '-:J plan. Section 302 (c) • .$J2-~ ~p, pUof!.. ..Jl)J!:.7'S. 1/1· Provide framing sections through --~ : .: •, .;. Section 302. (c). Specify all header sizes for opening over 41 wide. Section 2517 (g) 5. Provide ·calculations for main vertical and ~rizontal framing members and post footings. Section 302 (b) •. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). ·.· .:.. . -~: :---...·:·.· .. :· -~-~-. .::·: -.. ~-. 7 (:\ 'Sho1,i on the plans all structural requirements ·v developed in the structural calculations. Section 302 (c). (See COll'lllents.below or at 3nd_J I. 1/6. Columns .and posts located on concrete or snasonry floors or decks exposed to the ~eather or to water spl.ash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting abQve floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 117· Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood. 9.5 natural resistance to decay or treated.wood is used. Section 2516 (c) 4. . r:::\Show location of attic access with minimum size \J 22.11 x 3011 • Section 3205. 1,A. Show draft separation for attic areas between @un~ts in a duplex. Section 2516 (f). Specify plywood grade and panel identification index. Table 25-N. PilX>r 1p. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). ,<:;\ If foundation cripple ,.,.all studs are less than "J 1411 high, framing shall be solid blocking. Section 2.517 (g) 4. ~ Cripple wall studs exceeding 4 feet in height '-..:::.:J shall be 3 inch by 4 inch. or 2 inches by 6 inches when supporting 2 stories. · Section 2.517 {g) 4. ~ Show plywood sheathing over exposed eaves, or ~1other weather exposed areas, is exterior grade. Section .2.516 (i). Q Show a weep screed at the foundation plate line ~I on all exterior stud walls to be stuccoed. Section 4706· (e). 1360 Detail truss layout for 3011 x 3011 attic access, if required for equipment in the attic. l3 7 o Ridges., hips, and valleys shall be at least one .size larger ~ supported .rafters. -Section 2517 (h) 3. 138. In open beam construction., provide strap ties across the beams at the ridge support. Section 2.501 (b). . All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. f:::::\ Show the size, location and type of all ~ heating and coolipg appliances or systems. r-· .SEif E~LU.J •. Show source of combustion air to furnace, per Chapter 61 UHC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211 •. . ,/2. Show minimum 3011 deep unobstructed working gf' space in front of furnace. Section 505, UHC. F/fb.-Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC. ii/+.· Furnace shall not be installed in any bedroom, / bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UHC. 145~ Show I.C.B.O. approval number for prefab fireplace. ~ Show access to the attic or underfloor furnace \.:::;J to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. ~ Note that passageway to the attic -furnace ~ shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. . f:::\ Show permanent electrical· outlet and lighting 'CJ fixture controlled b~ a switch for the attic furnace. Sectl.on 70 UMC. l~. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. ~ No1;:.e on plan: Gas vents and non-combustible ~ piping, in walls, passing~ three floors or less shall be effectively draft stopped at each floor or ceilins- UBC, Section 1706 (a) 6. r.'::\ Provide dryer vent to outside. UHC, Section ~1903. . ' -,,_ .. -~ .. ·.'_ .. ~ ... --~----· :. ·.~.-·-,. _., ,.,: ···---··:-·, -·.--_.· .. :_ .. ~ .... :._.~~-~ • -•.::_._ • • -·:, ,., ,.... -.. •• .• IN ~ ~ .~ .· .. --~ : ... : .. --.-: -.":-.-)~:::~::~~·::~{--i:·:;_.:·~--:.\~:~-~-~~~~~~~:.=·.:~~:--·· ... :~~ .. . . ... -~ •.. ··-.. ~ lvg_ m fl-~ -fi?IL ts. 6./J.qmi-/) :/4Jr.uelt6F. 12-ivc. -re:r :S..¥dW.s U.JJ/r Wltar H:tJIL'nf: · :Wb B,.IJbe.,. (!A/JTILE lla¥i 4?@ Ci,9,ell6r. Pcms0 12/16/87 8 • J'P',CIRICAL CWiaw. ELECIRICAL CODI) All wiring shail comply with the National Electrical Coda. ~ Show on the plan the amperage of the electrica-1 CJ service, the -location of the service panel and the location of MIY sub-panels. 1/s. Show location of all electrical receptacles. · 1sL Electrical receptacle locations and/or spacing / is not adequate in. ____________ _ l is. Show at least _one convenience outlet other than r· outlets for laundry, etc. , outd9ors, in garages and basements. NEC, Art. 210-52. I:::\ Note convenience outlets in bathrooms, kitchen ~ counter top(s) within 6 feet of the kitchen. _sink, outdoors, and in garages and base.ments (other than for laundry and similar equipment) · shall be GFI protected. NEC, Art. 210-8. t:::'\.Note electrical system ground to be provided ~ per NEC, Art. 250-81. PUMBI1'3 (UKJ.lltlM J?UMBilli; CXDX} Show water heater size, type and location on plans. UPC, Section 1301. Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are·used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. l6l. Fuel combustion water heater shall not be r installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 1.Ji • Provide adequate barrier to protect water T beater from vehicle damage. UPC, Section 1310. /62~ Show ? and P valve on water heater and show · route of discharge line to exterior. ·, UPC, Section 1007 (e). . · ~ Note on the plan that hose bibbs and lawn ~ sprinkler system shall have approved back.flow prevention devices. UPC, Section 1003(h) & (i). ~-... ~ .... • -~:-~_:-::':.~~~-: .. ~ ..... ---=··. -. .... . ,-.... -~ :., , 7 29 88 1,/4. Show shower stall can accOCIIIIOdate a 3011 circle / and has a minimum floor area of 1,024 sq. in. UPC 909 (d). 1'JIS! ~ell (~) Show details of duplex c0111DOn (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class {IIC) rating on floor/ceiling of 50 decibels. Title 25. Show how penetrations of as_semblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exha:us·t ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. »IERGY u..fiS.EkVillal 1~l. PeJ.illi~ applications received after June 30, T 1988, are regulated by the new Residential .Energy Standards. Provide plans, calculations ./ d worksheets to show compliance. Ibe new regulations require a · properly mpleted and properly signed Form CF-lR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. ~Section 1403(a)l, Title 24, states that Form \.J CF-lR shall be signed by the person responsible for its preparation. Ibe signer shall be a. civil engineer, mechanical engiµeer, electrical engineer, architect, general building contractor, mechanical contractor or electrical contractor licensed or registered ·to practice by the State of C&lifornia. or other individual eligible under Division·3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code •. Please provide the signature. .. .... . . ... ~ .... :_ 9 . . . ~ AU ene~ items show on the plans mst be in 'cJ agreement with the information shown on the properly completed Form CF-lR. ~ Specify on the building plans all of the ~ mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". . ~-Show the make, model and efficiency of the \.._Jspaee heating (or cooling) system and provide · heat loss calculations if the output exceeds 451000 BTU/Hr. 1/4. For room additions, show that the glazing area. /~ of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. See addit~onal corrections bel~w or at end. Energy conservation design should be for Zone 7 See attached energy packages. 1f1. Floor drains must h&ve auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heat:.er is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 1nl. Note i1two· 3/411 copper pipes must be installed T' to, the most convenient future solar panel · location when the water heater is not in a one story g~age anc~ is not directly below the most south facing roof. (City Ordinance No. 8093). ~All.piping for present or future ~olar water · ~J heating must be insulated when in ~ that · are not heated or cooled by ~cal means . , ( city· policy). '-. . ·,·:· , . .. Incorporate the waterproofing 4etai11, on the attached Policy 80-8, were interior living space occurs below grade at the masonry wall(s). 183. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. r,:;:'\All new residential buildings, includiJlg \J additions, require a soils report. Please submit two copies. 1's. Heavy timber framing, minimum 611 x 1011 beAl!LS T and minimum 811 x 811 post, for the structural beam and column supporting the fire separation bet.ween the garage and living area above, is acceptable if show on the plans. (city policy). J.6. UBC Adopting Ordinance 8792 requires Fire T Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). if. fss. City Ordinance 9792 requires two parking spaces/unit with clear area of 20 1x20 1 i.e. no washing machines, etc. Show compliance. Please see additional corrections, or remarks, on the following page. . !he City of Carlsbad 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, please contact. _________ _ &ll!{e:tJ !;) &lX£e.. at Esgii Corporation. If you h&ve any questions regarding City ~uilding permit. procedures, please contact -carter Darnell at the City of Carlsbad, i200 Elm Avenue, telephone 619/438-1161. !hank you. Enclosures: 1. 2 • 3. ~·:,8{;:~y~r~;~~•j~J;~E&k;)kJ,)sii,,wAz/bJDJF -toq~-Ali{m~s-·; .. if-,,i;«. Mi:§',~:· c) ·u·ote: ·,s·,u. QF FB-:2·; fj!,-~i> d) fgotJi n& dJ+(L VQ t, Bffli M -::. ~-. ,.. .... -:,.,.. . ,.. ·. . -.. . .._. . . I . . . I ~i, -ffe~e:ri}Yt,--· f ~·S: e) f R&Vi ~ cw; t:tiri. f s~ f. :f&) eeovr Q¢" ·eMm,ix, RIJ'ttJ fo @-pt>pl( _l?.At2P 1: B m£ ,o/,_fj{R~P€C*US~f;Qe, SlrMAEC tJff®e«lfMJ€, .Sllf&? AU. (!//~US ltC J,JfrlL 10 ~ . 1(1~ Vt-nur:.) a) ti , .P-ft (l l,'t S*W ~,,_l)OOR..'illt: t4ll f:!l Mfl-.IO/,:,,r,:, lllJ (;. fM':.. ~ I I', ~ I~) r, / P.;._P 1. 'I.<; ~cJ ~IIDJ:htJ..r ;::1.J;:-1 )J,JVT/1-IIJT e:-rJ IO P . <: ,1.1-,e::-,t;p h)/JtJC.. ;-) PQt-.1J 11"'l.C:' tf A-1 (' C. J;.(')P I'll\/ ,,...,.,.)c:., .I) .C::: J-lt"lW -~ 1,J>Pn/2.1 ,.,= Ji> "" ~ ~ JIC. Cl' <. ., , ! <:::. ,~ P Poe:,· 70 E"'i TFF! )'].) T'lJ J:!h.r• 1l ' I - .. . . . -.t:!§Q ' .•• ... ,.. .. ... .. -. ... ~.-~a1··2? :;,: :~ --,;-:..,-..... :•. ·: . , .. ·\fi=~-\: ••'""· . .. . .. / ' ' . DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 18. JtJP9 1 QAPPLI T JURISDICTIO JURISDICTION: (!, tTY Or-C-ARL$8BQ JPLAN CHE QFILE COPY QUPS ;!DESIGNER PLAN CHECK NO: SET:· _T"L t-~J PROJ.ECT ADDRESS: _-Ei),....._5'-"-'-/...._b"'"'". _L_. ,__ft_~®~,.c,~r,~p;_P,~V~e~S: ___ _ PROJECT NAME: __ -=IJ~&...i.....,..;K~rl .......... S=-M~P~,-·5.___,_,K~~~5~/.=v~·e~O=C="C ____ _ D D D II D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantic\lly comply with the jurisdiction's building codes when minor deficien- cies identified-----~-----'-,-----are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on t~e enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is fa~ your information. The plans are being held at Esgil Corp. until corrected p~ans are subm~tted for r~check. The applicant'·s copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. II The applicant's copy of the check list has been sent to: Sft.$f;JJ llltKH.St/ltA eU:3'1'. Cft@.-Ot.. V ,~w l>R. .II Esgil staff did not advise the applicant contact person that plan check has been completed. Q Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------- Date contacted: ___ ....;..._ _____ Telephone# _______ _ II REMARKS: PL.ff fl.Se: DD 1->ox f<r; slJ.$m 11 fL ~~$ 1µ..>nL. ·eu.. ~e:cnDJJ.s Ult IJ E Bear.J 7?55l>'-tlt:.O, B·y:· ~/;)~ ESGIL CORfORATION 5-//-<fJ_ OGA . DAA Dvw 0DM Enclosures: 171?.J(¼., l'-H/(.. U5r: JUaISOlCTJlON: f'BIU6f3ftP Date .s//8/fi? ."ROJECT ADDRESS: c25//e l,{t 4f>5rft: ft:Vc, ,O: .. 5ftSAN NB:>< HS/./&P> ~ J,3t/ CA:ML u,e:w DR, PLAN7CORRECTION SHEET ·'lan:· Check No._"""J....,.?9'--..... ~ ....... ;? .... t./~tJC,,,._ __ · _-___ _ 'fOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National~--~'2..!....,l.l.~.it::!.~:a!...!,i'..li:.....::!:.;.:,i_~~~~~~~~~""-~=:......L.:==:.:::..=, Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in It I ( II conformance with-the cited codes and regula!:ions. l---\.if2.el~....&.&JLJ:;._-Ui~--l.:..!.:::1~!...-..U.~~==-.:::.a:..:=:-... .c.:..i.¥.ll:i.s..i;.._.,J;,,,._-J Per Sec. 303 (c), of !:he Uniform Building Code, the approval of the plans does not permit the violation of any state, county 9r city law. A. PLANS _{0~ ~ake all cor:e~tions on the original ~tracings and submit two new sets or prints, snd any original plan sets that may have been returned to you by the jurisdiction, ~ .. , . fl&Etrttffi lb# \J 'io facilitate reche;king, please identiry, next to each circled 11:·em, the sheet. or the plans upon which each .correction on this sheet has been •nde and return thh check sheet wi~h the revis~d plans • . --· . -------.. --·-· ------.. -~ ·--·-- PLo(),€.... 0 The fol~ow~ng items have not been ~-l<l" 1--~~~--/J~W.;.!:~at.t:t...?.a::.__,~:.::...c..=:.~~-----------1 -resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Oat\l f-lana ~~ ... ¥~ bf plan che~er s,-u~Ft Oatia .:.:z:,J;.__ plan check coapleted 6-/f--S'? B1. t?f., 4JALXff&. I( /( ., ----------- 0 Please make all corrections on the original .J tracings and submit two new sets of prints, and any original plan sets ~t may have been 1 returned to you by the jurisdiction, to: oA. Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CAlifornia 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to; 'l'he jurisdiction's building department. ~. Indicate on the Title Sheet of the plans, the 0 name of the legal owner and name of person res onsible for the re aration o e · Section 302 a 7. All sheets of plans must be signed by the person ~esponsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the california state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (CAlifornia Business and Professions Code) • .E,f'l!)J.l.T/U:lrl, Specify on the 'Iitle Sheet of the plans the gross floor area of each element of this project includ:4lg dwelling, garage, c.uport, patio, deck and balcony. Section 302(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UHC.and UPC and 1987 NEC. Submit fully dilllensioned piot plan drawn to scale showing location, size, ·and use of all existing and proposed structures on the lot. Identify property lines and show lot dilllensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimum slopes. Section ~02(c). Indicate distance from property lines to proposed building. Section ~02(c). 12/16/87 . ·- Show on the title sheet all structures, poo1s, walls, etc. included under this application. Any portion of the project show on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dilllension the distance-to the floor above, for story determination. Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed within 8 1 of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7 .• 1$. :Projections, including eaves, shall be one- / bou,r fire-resistive construction, heavy tilllber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. (:;\ Show location of permanently wired smoke ~ detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level, S~ction 1210.a&AlfiAl..l.'1' JJJCMl5-"D t)AJ UJIAIJ~ ui~C..'f'L'( Ae,ovl! .S-rA1L> 11. A smoke detector shall be installed in the 7 l>asement of dwelling units having a stairway which OJ>encS from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will ~ audible in the sleeping area. Section 1210. When the valuation of a room addition exceeds $1.,000., or when sleeping rooms are created, smoke detectors shall be provided at existing . bedrooms per item 16 above • ·.::-.. ,' .. 2 ~ SIZES, LIGHT, VEr.IILATION AKI> GLAZIRG }f Habit.Able rooms, other than kitchens, shall, contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). ::\ Window area must be at least 1/10 of the floor J area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in · W11J{)Ow TY~+sn.e;s,:>a Par ft(.,.gg e,erWGc:JJ FLPl/tlJ$+ IE/'[, J[l.€tJ. d:l.S¢ .SJ·/.{)(µ {JJ/f )/)C,W . 1J.J 6l>e.rt,,~;i. 21. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is reguired and minimum is 1.5 sq. ft. (Section 1205 {a)). is. At least 1/2. of the col!IDOn wall must be open and have an opening not less than 2.5 sq. ft. nor one tenth of the floor area of the interior room if light ,and ventilation is being supplied from an adjacent room. Section 12.05 (a). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, ·shall be less than 71011 in any dimension. Section 12.07 (c). Show that ceiling height for habitable rooms is a minimum of 71611 • Section 12.07 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'011 •· Section 1207 (a). 2./ Dimension on the plans the 3011 clear width for water closet compartments and 2411 clearance in front of w~ter closet. Section 511 (a). ~ Specify safety glazing for glazing in hazardous 0 locations such as gl~s doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. ~ . .-·~, .. 12./16/87 : ::-:.. .,•' . ;. . -:: .. -..... . '--.. . .. ·.' 0 G 1· I· Glazing, in the same wall plane as a door, must be safety glazing if within 1211 of the door and less than 6011 above the walking surface, unless the glazing is leaded or faceted.glass. Section 5406 (d) 6, Glazing in shower and tub enclosures shall be tempered, lamil)ated or approved plastic (including windows within S feet of tub or shower floor). Section 5406 (d) S. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 4411 above the floor. The window must have an openable area of at least 5. 7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a cle,ar height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 4211 in height. Section 1716. !he loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. m'IS, STAIRWAYS, AHO~ Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). -;',. Required exit doorways shall be not less than 3611 in width and not less than 618" in height, and shall be capable of opening at least 90 . degrees. Section 3304 (e). C\ Provide 3611 high protective railing for 'J porches, balconies, and open sides of stair landings. Openings between railing shall be G less than 611• Section 1711. Show how guardrail connection details· are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 2.3-B. . -.... -' ...... ~-. .:: ' .: .,···· .,, :-:\ Provide stairway and landing details. J 3306 (b) & (c). eX'f'ERlo/2 Section 0 Maximum rise is 711 and minimum run is 1111• When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 811 maxi.mum and run 911 minimum. Q Minimum headroom is 6' 611 • · 0 Minimum width is 3611 • ~-All handrails per Section 3306 (j), shall J satisfy the following: /1· Provide handrail for stairways with 4 or more risers. Handrail shall be 3011 to 3411 above the nosing of treads. lbe handgrip portion of handrail shall be not less than l l/411 nor more than 211 in cross-sectional dimension. Every stairway landing shall have a dimension., measured in the direction of travel, at least equal to the stair:way width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i). 4fi. A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Sec;tion 3304 (h). ~ Provide details of winding stairway complying ,CJ with Section 3306 {d): _ f· 0 Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. @ Maximum rise is 8 inches. 0 Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): a. Minimum xi.m is 7 1/2. inches measured at a point 12 inches from where the treads are the nµrowest. . \ b. Maximum rise is 9 1/2. inches. c. Minimum headroom is 6 feet 6 inches d. lbe tread must provide a clear walking . area measuring at least 26 inches from the ·. ,, : out:er edge of the supporting column to the ·. · , ,: . inner edge of the handrail. -,_ . · '?f if ' 0 . • • < C-, S 12/16/87 f. s{. t2· ~- Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet., measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor le,;:el having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (l). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). · lbe walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (in). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFIHG Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). !f· · SJ>ecify roof material and application. . Cllapter 32. . -":·, .... i ·'- Specify I.C.B.O •. or U.L. approval number for roof materials not covered in U.B.c., e.g., tile, etc. Section 107 • . ·--:-. .., 'Ihe maximum slope for a fire retardant built- up roof, with rock ~r gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. Ihe minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 1/l+ inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (£) and Section 2511 (d) 6. Show roof drains .and overflows. Section 3207. Provide skylight details to shO'K compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. 01. Plastic skylights must be separated from each I other by at least I+ feet. Section 5207 (a) 6. r::'\ Show attic ventilation. Minimum vent area is ~ 1/150 of attic· area or 1/300 of attic area if · at least SO% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. - Section 3205 (c). _ Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. 6/. Show ancl:lored veneer support and connections I· attached to wood in Seismic Zones 3 and I+, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. C\ Show height and construction details of all v 1 masonry walls. Chapter 21+. C\ Note that . cleanout openings shall be provid~ C/ at the bottom of all cells to be grout filled in accordance with ?able 21+-G. Cleanouts shall be s~led before grouting, after inspection. C\ Show floor and roof connections to masonry CJ walls. · Connection shall resist 200 pounds per lineal . .foot or the actual design load, whichever is greater. Cross grain tensio~ or bending in wood ledgers is not permitted. · Section 2310 & 2312 {j)3A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls.~ Section 1707 (d). -: . -:..._ __ 12/16/87 i'· 1/'· G Show a minimum 211· air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AKI> CARPORI'S Garage requires one-hour fire protection on the garage side of walls and ceiling colll?IOn to the dwelling. Table 5-B, Section 503 (d). All elements supporting floor above garage, including walls supporting floor joists, must have one~hour fire-resistive protection on the garage side. Section 503 (b) Q Show l 3/811 solid core self-closing door for '.:!.:.:J openings between garage and dwelling. Section · 503 {d). 1/. Garages are not permitted to open into a room used for sleeping purposes. Section 1104. G r· /,._ G 1p. . .. - -. ···:-. An. occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NO'IE: Maxilllum shear panel ratio is 3 l/2 to l for height-to-width. Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). Provide an 1811 raised platform for any FAU, water heater, or other device in the garage · which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). Per soils report; note on the plan the soils classification,· whether or not the soil is expansive and note the allowable bearing yalue. Section 2905 (c). The foundation plan does not comply with the soils report recoimnendations for this project. Please review the report and modify design, notes and details as required to show compliance:, ___ . ___________ _ ·.-...:· 5 --~. Pr~~ide notes on the foundation pla.Jl listing _J the soils report recommendation for · foundations, slab and building pad preparation. ~ 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 reco111111endations in the soils report are properly incorporated into the construction documents (when required by the soil report). Toe soils report recomendations excavations be reviewed by soils· engineer. Note on the foundation plan that 11Prior to the ccmtractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: 1. Ihe building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. Iha foundation excavations, formings and reinforcements comply with the soils report and approved plan." Show height of all foundation walls. 23. 01$"/!T"H J>J1D.SD!t., Chapter Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. · Note on plans that wood shall be 611 minimum above finish grade. Section 2907 (a). . Note on plans that surface water will drain away from building and show drainage pattern and key elevatioilS. On graded sites, the top of any exterior foundation shall extend above tbe street gutter at point of discharge or the inlet to a drainage device a minimum of 1211 plus 2 percent. Section 2905 {£), 2907 {d) 5. t," Dimension foundation per U.B.C. table 29A: __ lcors Footing ' Supported* Stemwall Width ~ 'thickness l 2 3 6" 8" 1011 1211 1511 1811 1211 1811 2411 6" 711 8" ~1Foundations may support a roof in addition to the ;loors. ___ · · Where only a roof is .supported, use foundation for·one floor. . .. . ···--. .. :., '".:/ ... :,..: .._· . ~ ... ·~ .. 12/16/87 G 0 11· Show foundation sills to be pressure treated, or equal. Se~tion 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). cri.. If required by structural calculations, show / size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). r;;\.If hgld dQ~IRS a.:a ~&fi-Ui~ad ~ sal&Ylatioas, CJ note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 {e) 1. 94. Show adequate-footings under all bearing walls / and shear walls. Section 2907 (b). 9,. Show on the plans stepped footings for slopes T' steeper than l~lO. Section 2907 (c). 0 Show minimum 1811 clearance from grade to bottom of floor joists and minimum 1211 clearance to bottom of girders. - Section 2516 (c) 2. rp. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 1811 x 2411 • Section 2516 (c). Show minimum underfloor ventilation equal to l sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be.as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6 • ..SHOWIIJZ.i:A- 1(6QLU~JH-~ fRD,JUJ~7). 1do. Specify that posts embedded in concrete shall / be pressure treated per UBC Std. No. 25-12. Section 2516 (c) l. FRAMilC 1o4 Show wall bracing. Every exterior wood stud 7-· wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. ~ Note cross bJ;'idging or blocking. Floor Joists ~ and rafters 1211 or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. "•, ,·, ·- 6 ~ ~hOW blocking at ends and At supports of floor J joists, rafters and trusses at exterior walls. Section 2517 {d) 3, 2517 (h) 6. ~Show double joists. Floor joists shall be Jdoubled under bearing partitions running parallel with the joists. Section 2517 (d) 5 .. lf-Bearing partitions, perpendicular to joists, shall not ·be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced 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. ,A7. Show rafter purlin braces to be not less than r 45 degrees to the horizontal. Section 2517 (h) 5. ~ Show l/2.1! minimum clearance betwe~ top plate -;:J of interior partitions and bottom chord of trusses. (Io ensure loading will be as designed). ~' Show double top plate with minimum 4811 lap ,-:::J splice. Section 2517 (g) 2. 116. Show nailing will be in compliance with Table T 2s-Q. ~ Show or ~ote fire stops at the following \.___) locations per Section 2516 (f): 0 e. 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; at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop .ceilings and·cove ceilings; rn· concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with · · the run of stairs if the walls under the stairs are unfinished; and : ~ ~ . in openings around vents, pipes, ducts, V chimneys, fireplaces and similar qpenings which afford a passage for fire at ceiling and floor levels, with noncombustible materials •. ~tJ}\t},~t. · . ...:-~ ... ,··-::.-- ~ ~ /~ \:i<:· ! • •• ; 12/16/87 t:::\Sh_ow stud size and spacing. Maximum allowable C,:Jstud heights: Bearing wall: 2 x4 and 2 x 6 max. 10 1; Non-bearing: 2. x 4 max. 14', 2 x 6 max. 20 1• Table 25-R-3. C"::\ Studs supporting two floors, a roof and ~ ceiling must be 3 x 4 or 2 x 6 at 1611 o.c. Table 25-R-3. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). l,k! Detail all post-to-beam and post-to-footing /~ connections and reference the detail to the plan. Section 2516 (m). ~ Detail shear transfer connections, including 'J roof and floor diaphragms, to shear walls. Section 2S13. ~ Specify nail size and spacing for all shear 'e;/ walls, floor and roof diaphra~. Indicate required blocking. Maintain maxll!IUIII diaphragm dimension ratios. [!ables 25 I, J, K and Section 4713 (d)). l~. Show 311 x 411 or 211 x 611 studs in first story of three story building. Table 2S-R-3. ~ Provide truss details and truss calculations 'C:.:)for this project. Specify truss identification numbers on the plans. ~ Provide roof framing plan and floor framing \0 plan. Section 302 (c) • .S/2-.t! bP-PUDR...Jt)J!:.7''!. r· Provide framing sections through --.: ... · .-: Section 302 (c). Specify all header sizes for opening over 41 wide. Section 2517 (g) s. Provide calculations for main vertical and horizontal framing members and post footings. Section 302. (b). Provide calculations for lateral loads, shear panels~ shear transfer and related. Section 302 (b). ... \ .., -~-=--~ : __ . -~---·.;·-:·:~. - 7 ,Q .Show on . the pl~s all structural requirements \J developed in the structural calculations. Section 302 (c). (See co11111ents below or at end.} if· Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which ::.upport permanent, structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 117. Individual concrete or masonry piers shall project at least 8 inches ~bove exposed ground unless the columns or posts which they support are of approved wood ofi natural resistance to decay or treated wood is used. Section 2516 (c) 4. t:::\, Show location of attic access with minimum size \.J 2211 x 3011 • Section 3205. 1,J. Show draft separation for attic areas between L units in a duplex. Section 2516 (f). ~I Sp~ify plywood grade and panel identification ~ index. Table 25-N. /ii(i')I' 1p.. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). ~ If foundation cripple wall studs are less than \J 1411 high, framing shall be solid blocking. Section 2517 (g) 4. Q, Cripple wall studs exceeding 4 feet in height '.:::.:J shall be 3 inch by 4 inch. or 2 inches by 6 inches when supporting 2 stories. · · Section 2517 (g) 4 •. C\ Show plywood sheathing over exposed eaves, or 'CJ other weather exposed areas, is exterior grade. Section 2516 {i). C\ Show a weep screed at the foundation plate line ~1 on all exterior stud walls to be stuccoed. Section 4706 {e). 136. Detail truss layout for 3011 x 3011 attic access, if required for equipment in the attic. . .. 137. Ridges, hips, and valleys shall be at least-one size larger than supported rafters. Section 2517 (h) 3. . · 136. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). . · All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. ~ Show the size, location and type of all ~ heating and c~1g appliances or systems. , · .SE.tr :Bet. • Show source of combustion air to furnace, per Chapter 6, \JMC, iyt Every dwelling unit shall be provided with / heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 12.11 •. ,12. Show min:illlum 3011 deep WlObstructed working gf' space in front of furnace. Section 505, UMC. F/lu- f· Note on plans, "clearances to be per manufacturer's listing." Section 5041 \JMC. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only . through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 \JMC. 145. Show I.C.B.O. approval number for prefab fireplace. ~ Show access to the attic or Wlderfloor furnace v::;; to be min:illlum 30 inches by 30 inches. Section 708 & 709 UMC. ~Note that passageway to the attic furnace \.::::J shall be Wlobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. f:::\ Show permanent electrical outlet and lighting 'J fixture controlled b~ a switch for . the attic furnace. Section 70 UMC. . · 17'. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. ~ Note on plan: Gas vents and non-combustible ~ piping., in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceilini. UBC, Section 1706 {a) 6. t:::'\ Provide dryer vent to outside. UMC, Section ~1903. . .. ~-. ~-, ... ·):''?. -.t{/~'2..-:~~ t~iii}\j?~;:\:. ,.} /,~ /.· ~ · ~ :::_:~J~)t}if ~x{~})>H~if it/.-·'.~ -~; :· . ·. _: _, · .:\,. ~ :~11g ~--~jci~-->: 694 15 1-1J<erl#2--~·-0,ud;: ·-Aro, -re-7-~Hdw$ ·Mir 12/16/87 , 8 JLl&l]UCAL {WICIJAL mp;nrrr:AL ag) All wiring shall comply with the National Electrical Code. (,';;\ Show on the plan the amperage of the electrical c::} service, the location of the service panel and the location of any sub-panels. 1/3. Show location of all electrical receptacles. 1/l.-Electrical receptacle locations and/or spacing is not adequate in . _ 1/s. Show at least one convenience.outlet other ·than T~ outlets for laundry, etc., outdoors, in garages _ and basements. NEC, Art. 210-52. ~ Note convenience outlets in bathrooms, kitchen 'J counter top(s) within 6 feet of the kitchen _sink, outdoors, and in garages and basements (other.than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. ~ Note elecb;'ical system ground to be provided V:!:J per NEC, Art. 250-81. PLlMJ3JB; '™ PiDmilC am;) Show water heater size, type and location on plans. UPC, Section 1301. Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. Fuel combustion water installed in bath or opeJ?.ing into bath or 1309. heater shall not be bedroom or in a closet bedroom. UPC, Section 1i:Ji • Provide adequate barrier to protect water T heater from vehicle damage. UPC, Section 1310. 162. Show :C and P valve on water heater and show ·., r01,1te of discharge line to exterior. ·,. UPC, Section 1007 (e). · · ~ Note on I the plan that hose bibbs and lawn ~ sprinkler syst• shall have approved backflow . prevention devices. UPC, Section 1003(h) & (i). . 7/29/88 1r/1+. Show shower stall can accommodate a 3011 circle / and has a minimum floor area of 1,021+ sq. in. UPC 909 (d). -,IS! IKSOLArI<»I (1XJl'l.ElC!S) Show details of duplex c0111110n (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of SO decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required soWld transmission rating. Title 25. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. ERERGY QJNSFJcy.AfiCII 1J_ • Permit applications received after June 30, T 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. ~ The new regulations require a -properly C:,J completed and properly signed Form CF-lR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. r,::\ Section l403{a)l, Title 24, states that Form '(.:;} CF-lR sl)all be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical.. engineer, architect, general building contractor, mechanical contractor or electrical contractor licensed or registered ·to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document s~gners are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. :.. 9 . Q All ene~ items shown on the plans must be in · '\!:.J agreement with the information shown on the properly completed Form CF-lR. f'.:::\ Specify on the building plans all of the ~'l mandatory energy conservation requirements as listed on the enclosure titled, ''Mandatory Energy Conservation Reguirements11 • · ~Show the make, model and efficiency of the CJ space heating ( or c09ling) system and provide · heat. loss calculations if the output exceeds 451000 BTU/Hr. if. For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. ys. See additional corrections ~low or at end. CARLSBAD S.7.D. & OOPtEl'. SUPJiLIMpr t:::'\Energy conservation design should be for Zone \(_J 7 • See attached energy packages. 1f1. Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note 11two roof jaclcs must be installed11 where the water heater is in the one story garage and directly-below the most south facing roof (City Ordinance No. 8093). 1ri.l. Note i1two ·. 3/411 copper pipes must be installed T' to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). f:::\ All. piping for present or future solar water 'J heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). .... . Incorporate the waterproofing details, on the attached Policy so-a, where interior living space occurs below grade at the masonry wall(s). 183. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. r,::\All new residential buildings, including 'J additions, require a soils report. Please submit two copies. 1is. Heavy timber framing, mini.mum 611 x 1011 beams T and minimum 811 x 811 post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city poiicy). ii&. UBC Adopting Ordinance 8792 requires Fire T Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). 1'1. City. Ordinance 9792 requires two parking T' spaces/unit with clear area of 20'x201 i.e. no washing machines, etc. Show compliance. -1.sa. Pl_~e see additional corrections, or reJ11Arks, r on the following page. . !be City of Carlsbad 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, please contact'--------- . t11.ee-1J W &lX£f_. at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438•1161. !bank you. Enclosures: 1. 2 • 3. rf/Aliz¾(:·.~-~"-· __ '.:_;···.: .. : . .-. '--~::>-·-=-~ :~_: ... ~---_~:<~~-·;:~/::) ;~_'._.,.· ... _, .. _ .... -~ -·. __ .-.;..:._-~-~ _··,;_-.,..::;>-~ .· _ .... _-<-i·-.-~)_,: -_-._ ._ -. . . - -V!J!:ErfljJ{riiw;·:·=··~?t,,:qilo··:iiln{P#,i«<4itt:M/ wit«-· k~1EY?ieffei: b)sii#wv~iuiF · · -w::-~~m-triw:a:s.';-·~-ii;'k¼·/··c)',io:re:stM DE ·es-~·-Fe:~y;~ 4) eeov,O£:el9:ic ro& B@m .sriieo_ttt~>:t,.-fB·S. <;) eR«»i,oe ai+u, ,i:-oe,-: es~t iJ ee.ov,w ril/1W0fl¥rv ea·e -P09t( f?Aae 1:eu,.e ., P;?txAO£C/rU$.fQe. S,;,p;,JJfrTQP.fi,/JOt,ft6m/€,.S&>W &CA~ ltC 4J& . 88 · . . W ··~ I( ;tq "4 nur.) al /1 I J:. Prtz./,,'t' SIH>W c.,,, i)OOR.."il"!IJ: 1/J,/J f:.I ""fl-. IOI'-re. ~ 1. I ii fM'. ,a. I /'\ '--" "') ;,,~,c:-;_J)/." .s ~w !5,11 D ~ P.r a.i:~ l/;)VTJI-lfJT~/OD . < I.Jl::::7U>, hlf'un• . _,) <: HriW i) PC a,.111 ru::-t1.itl re. J;n&> /'I I\/ II .ffl I)(.• .<:. ,,,.., .. ,,_, l'IJ:! p,..,.,L:.. -r,;J,,~r-c . , . .C:uJ>{)oe:r 'TD E'i TFFJ. l'b T1l ,:;1yr. >, I ' I " ·, ....... ~::;1: ,,,.._ ·, » ·-.;';r,;: ... ••• .. ---- -~~t~Y ;~~:I~,~·-. · . » ' > ~ ·. ' '"· » :·f!i/' -.,, ... -~- •. ,< >. ., DEVELOPMENTAL SERVICES 1200 ELM AVENUE CARLSBAD, CA 9200&-tae; BUILDING DEPARTMENT (819)~~ «:itp of «:arl.sbab THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR S·INGLE FAMILY DWELLING J/Site Address Legal Description Assessor's Parcel Number VQuantity of Gradi~g in cu.bic yards v"'contact Person -Name and daytime Phone Number vtircle any Planning Commission or City Council Action oh this Property: Variance, Corditional Use Permit, · Tract or Parcel Map, Zone Change, . . Planned Development, Redevelopment Permit, Development Plan Specific Plan, · Site PLAN CHECK NUMBER f!9 Mm c/ ·· l'f \>cd 112383;,:::j;-1\· . ····· ·:•"c r< " ' .· . ;{t/: =·t' .... ' :~\:;:.::'. -:. ·· .... DATE: ESGIL CORPORATION APRIL 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 a.,. 19 29 I ·.JURISDICTION: QAPPLICANT &JRRISDICTI~ --a,..=1...J.I ..... ~...._~O=E-G~1t'-'-=t?-L~~-6=A-JJ..__ __________ ~N CHECK~~ OFILE COPY PLAN CHECK NO: ??9 #5,3 't'. SET: ..:Z::. QUPS QDESIGNER PROJECT ADDRESS: ¢6/(? J...f}-(1~57'8 A-IJ&~ -----=-~. --------------=--------........ ..,;...:;....:;..... __ _ . PROJECT NAME: __ ..... u~e-...J.K~tt=s,...H~ll .... 6....__..:.R.:..::1;;..;:-s=1'-"o .... ?="J"""'c.=:c:;._ __ _ D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's buiiding cod~s when minor deficien- cies identified ____________ are resolved and checked by building department staff. Th plans transmitted herewith have significant deficiencies ntified on the enclosed check list and should be corrected . d resubmitted for a complete recheck. II. · The check list transmitted herewith is for your· information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to return to the app~icant contact person. · II:. The applica·nt' s copy of the check ~ist has been sent to: .. $6.fJJ.) A)f+J<HSH(tB :213 LI {!ftte,oL VIEW DR, \\ , .... Esgil staff did not advise the applicant ~ontact person ·. plan check has been completed • that . _:·: .. 0 Esgil staff did, adv!se applic~rit that the plan check has ·.:'.'··<--,;,.;, ... b~ep. compl~ted. -. Person contacted: ______ . ______ _ ~-: '.:~;-i~i~it·:~: ~~~.~;·,--~~->-\~~] 1 ~ ··:.> ";·~· ~~ .. ~:~. ~~:: •.; .. _ · __ .~-: ~-;_ --./::~:-: ~ --"::~:: -~ ~-~.;: ,:.~--_.. . ~;~-:-: ~.,. · . ~:: ~~~--· 1 • , :-: ~~~=~ ~ --~· ~ •._\ · · - .·' -''.';<·':i .;,··'oate,··contacted:-:.---" -:'~·· .. ~ :,,: · -=.·'.·s.: Telephone··i;--:--·.·· ,._·.-... --. -.-·.})fEfRi~KS: -._. . . . .. ... .. . . . ' ,• ... ·,;. .,._ By:·~~ ESGI~ CO~ORATION ,,._. 1.3' 'l. 0GA .DAA Dvw OoM Enclosures: lfl/lYRA'(; Pftrl9: JJJeo, , .. ,, JUUSDicrIOII: CI'ff OF CARLSBAD ro:._--=-.S~-·...r.lJ=-:;tl ..... t<11.:.clt_.,_$ ..... H....,.lt.B..__ _____ _ ,2131/ Ctr@'-'! 1e:w DR, lllCLOSDR!S: _________________ _ ruxll AREA:. _________________ _ ' Sll!IUES: ____ ;!< ____________ _ BII<m: ____________________ _ REMARKS:------------------ CIJJ .a, CAl!l§MP SilGJt PAMIIif AID IIJPL1!X JIMll,J,JP Date plans received by jurisdiction: Da~e plans·received by Esgil Corporation: : ,:.'.·'.-~\_::(')·~i;1/.2).i:-J'i ' -':_' --. 0 -.;;, .... -~ • --,_ ""-L•~' ' Da~ initial plan check completed: . tf AJ,.ff · By:· E,iuttvre? Applicant contact person: - .j,AJfrXlf.5/fft'B Telephone: 91f3-4Y$ ' \ \ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Eiectrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. '.!he plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, Engineering Department or other departments. Present C&lifornia law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) '.!he above regulations apply to residential construction, regardless of the code editions adopted by ordinance. !he circled items -listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 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 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. r.o:m: PAGE 1INIIRS AD 111? D SIQUlllCI AS P.IGIS BAVDIG., 1DNS JIIIDDG OllcDCrI<IIS VDJt mznm- List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) ~ ~ Please make all corrections on the original J tracings and submit two new sets of prints, and any original plan sets that may have been t returned to you by the jurisdiction, to: oP.. Esgil Corporation, 9320 Chesapeake Drive, Suite #108, San Diego, California 92123, (619) 560-1468. 0 Please make all corrections on the original ~ tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. 0 All sheets of plans must be signed by the ~} person responsible for their preparation. (California Business and.Professions Code). f· Plans, specifications and calculations shall be - signed by the California state licensed engineer or architect responsible for their preparation, · ~or plans deviating from conventional wood frame construction. Specify expiration date of license. {California Business and Professions Code) • ..st'/IJJ..t.-T/ll:IIL, Specify on the Title Sheet of the plans the gross floor area _ of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302.(c). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. Submit fully d~ioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show __ drainage patterns with minimum slopes. Section 302(c). ~ Indicate distance from property lines to proposed building. Section 302(c). l?./16/87 r· Show on the title sheet all structures, poo1s, 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." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance-to the floor above, for story determination. fiRE PRODC'IIOR Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. -(Table 5-A, Section 1709 (a)). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed within 81 of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. ii. Projections, including eaves, shall be one- / hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3 1 setback area from the property line. Section 1710. C"\ Show location of permanently wired smoke ~ detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section l2l0.06AlrtALL'( /,J)CJ:rfS'I) T)#J (!.£11.,1,JI, Dl'-l/!C...'F"L't ~IJOlllt .S1"A1t.$ 11. A smoke detector shall be installed in the 7 basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be coMected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. When the valuation of a room addition exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing : bedrooms per item 16 above. 2 J!OCM SIZES, LIGHl', VEli'IIATIOM AKI> GLAZl]I; J Habitable rooms, other than kitchens, shall ;-· contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). r::'\:Window ~ea must be at least 1/10 of the floor \J area and a· minimu111 of 10 square feet per Section 1205 (a). Appears to be deficient in w,µppw rws+.sn .. e;si)? fJtlC ft<TR£€ f;gTl.t$cJ} FL Pu:t-AJS+ E[1; lflErJ. AL.$¢ Sffl)tp {.l.)U )[J!JW 3 1 JJ U)£rtl, 'Fl"~ • Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and Js. if. 0 minimum is 1.5 sq. ft. (Section 1205 (a)). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shail not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet co111partments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 7 1 011 in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 71611 • Section 1207 (a). Show ceiling height for laundry rooms, hallways, corri!Sors, and bathrooms is a minimum of 71011 .. Section 1207 (a). Dimension on the plans the 3011 clear width for water closet compartments and 2411 clearance. in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. :.~ , .:: 12/16/87 G Glazing, in the same wall plane as a door, must be safety glazing if within 1211 of the door and less than 6011 above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. ~ Glazing in shower and tub enclosures shall be \:.:;J tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. I· Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 4411 above the floor. The window must have an openable area of at least S. 7 square feet with the minimum openable width 2011 and the minimum openable height 2411• Section 1204. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 l/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side · open to the room below except for posts and protective walls or railings not exceeding 4211 in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas-are less than 500 square feet and located no higher than in:mediately above the second story. Section 3303 (a). JI,. Required exit doorways shall be not less than 3611 in width and not less than 61811 in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). f::"'\ Provide 3611 high protective railing for ~ porches:, balconies, and open sides of stair landings. Openings between railing shall be G less than 611 • Section 1711. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. 3 ,_,.,,. __ ~ Provide stairway and landing details. J 3306 (b) & (c). e)t,ER.toR. Section 0 Maximum rise is 711 and minimum run is 1111• • When the stairs serves less than 10 occupants, o~ serves an unoccupied roof, rise may be 811 maximum and run 911 minimum. Q Minimum headroom is 61611 • 9 Minimum· width is 3611 • ~ all handrails per Section 3306 (j), shall J satisfy the following: 0 0 0 Provide handrail for stairways with 4 or more risers. Handrail shall be 3011 to 3411 above the nosing of treads. The handgrip portion of handrail shall be not less than 1 1/1+11 nor more than 2.11 in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i). 41. A door may open inward at the top step of .a stairway provided the top step is not more than 7 l/211 lower than the floor level. Section . 3304 (h). ~ Provide details of winding stairway complying -J with Section 3306 {d): • f· G 0 0 Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from were the treads are narrowest. Maximum rise is 8 inches. Minimum ·width is 36 inches. Provide spiral stairway details, per Section. 3306 (f): a. Minimum run is 7 1/2 inches measured at a point l'J. inches from were the treads are the narrowest. \ b. Maximum rise is 9 1/2. inches. c. Minimum headroom is 6 feet 6 inches d. . The tread must provide a clear walking -: area measuring at least 2.6 inches from the ·.t. oµ;er edge of the supporting column to the <-·"' inner edge of the handrail •. ·. · .. ·. -·-.. : · -~ .. :l)t2-J\[~-;_; -· :<:.: ,.· ·-_. ,;.·_:: .. -.i<--:\~·>;:.:~;. ·: .• •• '!y' 12/16/87 'P· s{. ~-~- 'f· r· Spiral stairways may not.be used for required exits wen the area served is greater than 400 sq. ft. Section 3306 (f). Provide I .• C.B.0. Research Report and number for metal stairway, or submit plans and calculations· and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontaliy of an exterior stairway. An exit balcony with 2. separated·stairways is exempt. Section 3306 (l). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by ~elf-closing fire assemblies having a three-fourths-hour fire protection rating wen the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). :rhe walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as requil::ed for one-hour fire-resistive construction. Section 3306 (m). . Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFIM; Specify roof slope. Roof slope is not adequate for roof type specified. Table 32.-B; Section 3203 (h). · Specify roof material and application. Chapter 32. Specify I.C.B.0 •. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. ...... '.,.~,.._ .-ohcl,. .. ~M-<1,"'--.-_.._ .. ____ --..,. -.,...,.~ The maximum slope for a fire retardant built• ~proof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. l'he minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 {e) 3. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated 1,ater. Section 3207 (a), Section 2305 (f) and Section 2511 {d) 6. Show roof drains and overflows. Section 3207. Provide· skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. 61. Plastic skylights must be separated from each r other by at least 4 feet. Section 5207 (a) 6. ~ Show attic ventilation. Minimum vent area is :::::,Y 1/150 of attic·area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. ~ required area and area provided. Section 3205 (c). Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Cl&pter 37. ~-Show anchored veneer support and connections I attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 {a). Show ties and #9 wire in horizontal joints. ~ Show height and construction details of all ~-masonry walls. Cl&pter 24. ~ Note that cleanout openings shall be provided 'CJ at the bottom of all cells to be grout filled in accordance with !able 24-G. Cleanouts shall be sealed before grouting, after inspection. -~ Show floor and roof connections to masonry ·CJ walls. Connection shall resist 200 potmds per lineal-foot or the actual design load, whichever is greater. Cross grain tensioi?, or bending in wood ledgers is riot permitted. · · Section 2310 & 2312 (j)3A. Provide details for damp proofing the fotmdation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 {d). · -·-: .. .. ... -- lZ/16/87 t· Show a minUIUII 211 air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AJID CARPOR1'S ,}.. Garage requires one-hour fire protection on the garage side of walls and ceiling co111110n to the dwelling. Table 5-B, Section 503 (d). Q. All elements supporting floor above garage, \..:.:.J including walls supporting floor joists, must ·have one-hour fire-resistive protection on the garage side. Section 503 (b) C\ Show l 3/811 solid core self-closing door for \.!.:;) openings between garage and dwelling. Section 0 ,. /,. G 1p. 503 {d). Garages are not permitted to open into a room used for sleeping pw:poses. Section 1104. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing secti(?ns, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to l for height-to-width. !able 25-I. Doors may open into the garage only if the floor ~r landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). Provide an 1811 raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOOHDA:t'.IOll .K@./1.REnENIS Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the. allowable bearing value. Section 2905 -(c)~ The fotmdation plan does not comply with the soils report reco11111endations for this project. Please review the report and modify design, notes and details as required to show compliance: ___ . ___________ _ s I l?rovide notes on the foWldation plan listing the soils report recolllll8ndation for toWtdations, slab and building pad preparation. Provide a letter from the soils engineer confirming that the foWldation plan, grading plan and specifications have been reviewed and that it has been determined that the reco111Dendations in the soils report are properly incorporated into the constniction documents {when required by the soil report). The soils report recommendations excavations be reviewed by soils engineer. 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: :i,. 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, formings and reinforcements comply with the soils report and approved plan.11 Show height of all foundation walls. 23. {)WPTH JIJ1D.SD/l., Chapter Show height of retained earth on all foundation walls. Chapter 23. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. ~ Note on plans that wood shall be 611 minimum above finish grade. Section 2907 (a). ·Note on plans that surf~ce water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the inlet to a drainage device a minimum of 12.11 plus 2 percent. Section 2905 (f), 2907 (d) 5. (a .. Dimension foundation per U.B.C. Table 29A: ·;, hoors Footing \ Supported* Stemwall Width ~ Thickness l 2· 3 12" 15" 18" 1211 1811 2411 *Foundations may support a roof in addition to the floors •. : Wl;lere only a roof is supported, use f01mdation for one floor.·· · ·· -· · · .. ·, . . . -~:~:~;f1;t~~}:-:~.--:-.·· · ·-. : :·,·,:<. :-~ ',' ,' .-:. "-'.:!-·.-.; ""~:,",: ' 1' l"l/16/87 ~ Show foundation sills to be pressure treated, \J or equal. Section 2516 {c) 3. 0. O. Show foundation bolt size and spacing. Section 2907 (f). 11· Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). ,f. If required by structural calculations, show / size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), -302 (c). (;;\ If l\el:4 lllilOAli aa;e a.:l'!Uii.HII ~ &oalGYlatiaes 11 ~ note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. 94. Show adequate footings under all bearing walls / and.shear walls. Section 2907 (b). 9,. Show on the plans stepped footings for slopes T' steeper than 1:10. Section 2907 (c). ~ Show minimum 1811 clearance from grade to ~ bottom of floor joists and minimum 1211 clearance to bottom of girders. Section _2516 (c) 2. cl,. Show pier size, spacing and depth into 7' undisturbed soil. !able 29-A. Show minimum underfloor access of 1811 x 2411 • Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as p~acticable and shall provide cross ventilation on at least two approximately ORPosite sides. Section 2516 (c) 6 • .SHOLJll/lM- KffQUJ~L) -f--~ f fu,JltJ/;lJ, lQO. Specify that posts embedded-in concrete shall / be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FRAMING lo{. Show wall bracing. Every exterior wood stud 7-wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x I+ diagonal let-in braces or equivalent. Section 2517 (g) 3. ~ Note cross bridging or blocking. Floor joists ~ and rafters 1211 or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet11 ·unless both edges are held ~line~ _sec. 2506 (h)11 2517 (a) 6. ~--::J.::·;_'::}};_;;L:. -:--:\:> -~ 6 ~ Show blocking at ends and at supports of floor J joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. ~) Show double joists. Floor joists shall be .__) doubled under bearing partitions running parallel with the joists. Section 2517 (d) S. 1~. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) S. Show rafter ties. Rafter ties shall be spaced 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. ,/.7" Show rafter purlin braces to be not less than 7-45 degrees to the horizontal. Section 2517 {h) 5. ,..-..,.,_ . 10s:\ Show 1/211 minimum clearance between top plate ,...._,J of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). · ~ Show double top plate with minimum 4811 lap ...::::;J splice. Section 2517 (g) 2. 11t Show nailing will be in compliance with Table T 25-Q. ~ Show or note fire stops at the following ;::;/ locations per Section 2516 (f): f· 0 12/16/87 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; at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop . ceilings and· cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and ;. ' .. in openings around vents, pipes II ducts 11 chimneys, fireplaces and similar openings which afford a passage for fire at ceiling ·and floor levels, with noncombustible materials •. ; .. __ .-,.;; r.::\Show stud size and spacing. Maximum allowable ~stud heights: Bearing wall: 2 x4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 201 • Table 25-R-3. C'::\ Studs supporting two floors, a roof and '-:J ceiling must be 3 x 4 or 2 x 6 at 1611 o.c. Table 2S·R-3. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). ~ Detail shear transfer connections, including \(:J roof and floor diaphragms, to shear walls. Section 2513. 9 Specify nail size and spacing for all shear walls II floor and roof diaphra~. Indicate required blocking. Maintain maxlJDUIII diaphragm dimension ratios. [Tables 25 111 J, Kand Section 4713 (d)]. 1 1p. Show 311 x 411 or 211 x 611 studs in first story of th;-ee story building. Table 25-R-3. Ci:\ Provide truss details and truss calculations ~for this project. Specify truss identification numbers on the plans. ~ Provide roof £ram~ plan and floor framing CJ plan. Section 302 {c) • ..sa.l! /JP-.P,UK)R. Ju/6-rs ·r· Provide framing sections through Section 302 (c). Specify all header sizes for opening over 41 wide. Section 2517 (g) s. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). .,l4. Provide calculations for lateral loads, shear i panelsr shear transfer and related. Section 302 (bJ. . i'·. 7 ~ Show on the plans all structural requirements 0 developed in the structural calculations. Section 302 {c). (See colllll8nts below or at ~ if· Columns and posts located on concrete or masonry 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 resistan~e to decay or treated wood is used. Section 2516 (c) 4. 1,1. Individual ·concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood .ofi natural resistance to decay or treated wood is used. Section 2516 {c) 4. t:::"\ Show locatic;>n of attic access with minimum size \'.:::J 2211 x 3011 • Section 3205. 1,J. Show draft separation for attic areas between L units in a duplex. Section 2516 (f). ,~)sp~cify plywood grade and panel identification 'CJ index. Table 25-N. P.t»I' l'f• When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). (::\ If foundation cripple wall studs are less than "J l:411 high, framing shall be solid blocking. Section 2517 {g) 4. ,Q\ Cripple wall studs exceeding 4 feet in height 'C.:.} shal:l be 3 inch by 4 inch or 2 inches by_ 6. inches when supporting 2 stories. Section 2517 {g) 4. . Q Show plywood sheathing over exposed eaves, or 'CJ other weather exposed areas, is exterior grade. Section 2516 {i). . C\ Show a weep screed at the foundation plate line 'CJ on all exterior stud walls to be stuccoed. Section 4706 (e). 136. Detail truss layout for 3011 x 3011 attic access, if required for equipment in the attic. . ,, 137. Ridges, hips, and valleys shall be at least-one size larger than supported rafters. Section 2517 (h) 3. 136. In open beam construi:tion, provide strap ties across the beams at the ridge support. Section 2501 (b). , , 12/16/87 All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. ~ Show the size, location and type of all ~ heating and ,coolipg appliances or systems. ., .SE.If: Baud • Show source of combustion air to furnace, per Chapter 6, UHC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. ,/2. Show minimum 3011 deep unobstructed working QT' space in front of furnace. Section 505, UHC. FA-u-Note on plans, "clearances to be per manufacturer's listing." Section 504, UHC. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UHC. 145. Show I.C.B.O. .. approval number for prefab fireplace. · ~ Show access to the attic or underfloor furnace \J to be minimum 30 inches by 30 inches. Section 708 & 709 UHC. t::"::'\Note that passageway to the attic furnace ~ shall be unobstructed and have continuous solid flooring not less than 24 inches wide • Section 708 UHC. e Show permanent electrical outlet and lighting fixture controlled b~ a switch for the attic furnace. Section 70 UMC. 1,J. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof· or outside furnace. ~ Note on plan: Gas v.ents and non-combustible ~ piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceilins. lJBC, Section 1706 {a) 6. t.:":'\Provide dryer vent to outside. UHC, Section ~ 1903. . 8 JLICIRICAL lMTI<IW, n.n;m:rgt cxgl All wiring shall comply with the National Electrical Code. t,::'\ Show on the plan the amperage of the electrical '\::J service, the location of the service paµel and the location of any sub-panels. 1/3. Show location of all electrical receptacles. 1sL Electrical receptacle locations and/or spacing / is not adequate in·----~.-------- 1/s. Show at least one convenience outlet other than 7· outlets for iaundry, etc., outdoors, in garages and basements. NEC, Art. 2.10-52. . f:::\ Note convenience outlets in bathrooms, kitchen \::,::;J counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-s. r.:::'\ Note electrical system ground to be provided \::J per NEC, Art. 250-81. PUMBllC {mcDtllN P'lDIBill; mm) 1{s. Show water heater size, type and location on plans. UPC, Section 1301. ~9. Show source for providing combustion air to fuel burning water heater. If wal.l openings in an enclosure are used, at least one-~lf of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. Fuel combustion water installed in bath or opening into bath or 1309. heater shall not be bedroom or in a cioset bedroom. UPC, Section 1i:Ji • Provide adequate barrier to protect water T heater from vehicle damage. UPC, Section 1310. /62. Show T and P valve on water heater 'and show route of discharge line to exterior. \ UPC, Section 1007 (e). · ~ Note on the plan that hose bibbs an~ lawn ~ sprinkle:r systaa shall have approved backflow prevention devices. UPC, Section 1003(h) & (i). .. •. ,,, ...... 7/29/88 i6l+. Show shower stall can accOIIIDOdate a 3011 circle / and has a minimum floor area of 1,024 sq. in. UPC 909 (d). t· Il>IS! DISULAr.Ial (OOPLEXIS) Show details of duplex co111110n (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. DERG1 wilSiRVAfi(II 11.( Permit applications received after June 30, T 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. B The new regulations require a properly completed and properly signed Form CF-lR to be either imprinted on the plans, taped to the plans or 11sticky backed11 on the plans, to allow the building inspector to readily compare the actual construction with the . requirements of the approved energy design. ~Section 1403(a)l, Title 24, states that Form v:::.:;} CF-lR shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor or electrical contractor licensed or registered ·to practice by the State of C&lifornia or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the. limitations in Division 3 of the Business and Professions Code. Please provide the signature. 9 , t;:;;) All energy items shown on the plans must be in ~ agreement with the information shown on the properly completed Form CF-lR. r:::\ Specify on the building plans all of the ~ mandatory energy con,servation requirements as listed on the enclosure titled, ''Mandatory Energy Conservation Requirements". ~Show the make, model and efficiency of the \._Jspace heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. t· For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. 1/ s. See additional corrections below or at end. CARLSBAD S.F .D. & mPLD SQPlUMP.t t:::\Energy conservation design should be for Zone 'J 7 • See attached energy packages. . 1f1. Floor drains must have auto-pr:illle (city policy). Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). isl. Note "two 3/411 copper pipes must be installed T' to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most @south facing roof. (City Ordinance N~. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). \ Incorporate the waterproofing details, on the attached Policy 80·8, where interior living space occurs below grade at the masonry wall(s). 183. Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. ,<:;:'\All new residential buildings, including CJ additions, require a soils report. Please · submit two copies. 1is. Heavy timber framing, minimum 611 x 1011 beams T and minimum 811 x 811 post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 11,6. UBC Adopting Ordinance 8792 requires Fire T Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). lJ,. City Ordinance 9792 requires two parking T' spaces/unit with clear area of 20'x201 i.e. no washing machines, etc. Show compliance. f88. Please see additional corrections, or remarks, on the following page. . !he City of Carlsbad has contracted with Esgil Corporation located at 9.320 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, please contact _________ _ t11.eetJ w 9:lX£L at Esgil Corporation.· If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of carlsbad, 1200 Elm Avenue, telephone 619/438•1161. Thank you. Enclosures: 1. 3. :·!.,~-~-r~·:..:.:::,.,. ..... :.-,,-..;,--·t:;:.· .. .:. ,·. ·. ~ .. _. _ ...... . . _ ,_ . _ , ___ ,,_.:-,....,·~i!~, _ , _ ,.~. , ~ l®e-ili:»ioezs.-:ft,,.,.MI:§> CJ llOfe::·s,u: i,p ie-:z:. eil~V:' t1) fQQV02€" ettt-e' f'o& Berem • s -:.--:·-• ·-=--· •. ~--.. -. ; • . . . • , •. ,_ ,._ . ,· . I ~ . ~ ,~u·eeoetlf,ft.i"tB·.£ e.) f&w,oe ti/tU, t:o& es·-,g ··a €@VtD<f @ltmi1xteLtc8J foe PbQa (g,Qff 1:B/'4£ ft,')~tiruus, 6,e. S4/!R4KT oEfi#,:86mJ€-SN & CAWEP24«i A:C JµAIL 7 29 88· · 10 ,· ... ~ ., .. lc::?u.PPCl~-r-"TD E'JI -r,:,1 l'b m Phr1 l, .,_--,.-.:~ __ .{:_-,_,~_-, ~-~:_,X .. ~ :~._ ! ~-.......... ,~ -~ --. .:-:-· ·-,,---o-· ;~-... :..' ·-, -, .., ~ ,: -)"';_ . .:...-_. -· ; .:.·,: ' --....: -..-:' ,, -~>--·-· "-. .,, .. ~ ,.-. - , Certificate of Compliance: Residential (Page 1 of 2) Project Tille Due ProJrct Addras Buildin1 Pcmil I Tckpbooe CompUa.nct Mrtliod (P,d:a&c, Point Syl\cnl or Cmipuic:r) GENERAL 11\'F0RMA TION Total Conditioned floor Area: ___ ftJ. Building Type: _ Single Family Hotel/Motel (cht.clc one or more) _ Multi-Family (less than 4 stories) == Addition _ Multi-Family (4 or more slOries) -:--Existing-Plus-Addition Front Enti)' Orientation: ...-North/ East I South/ West/ All Orientations (circle one or more) Number of Dwelling Units: Floor Construction Type: Infiltration Control: Slab/ Raised Floor (circle one or both) Standard/light (circle one) BUILDING SHELL INSULATION Component Insulation TyPC .R-Value Wall. •.•••.•••••••• . wan ............. . R.C)()f ··••••··•·•·• Roof ............ . Floor ........ -.. . Floor ........ -... Slab Edge ..... GLAZING Glazing Orientation Front .••• ( ) Front .••• ( ) Left ...... ( ) Left ...... ( ) Rear ..... ( ) Rear ..... ( ) ... ·. Right. ... ( ) · . Right. ••• ( ) Area (sf) Location/Comments (attic. IO pn.ge. typical. etc.) · Shading Devices Glass Type (sinsle. double) Interior (roller blind. eic.) ----\-------- Exterior (shadcscrecn. cic.) · .. .:: '. 1,:~ -Skyl'ght _. .... · · •·. . . ,-.... ~ l ···~··· ' • • > ,,,;.,~¼~--. ~)'.Ji &h1~~~~;;.-:: -... ~~:-~~'-_.~-:~--,:~:~ :~·~ .. ·~ .. ·,:-. -. -·-·.: ___ _ --~ ···:.'~~ ~~~: __ ----·------·;., .. -. _.;·_~--~:: .. - ./ ~·. . ' • • • •,• • • r • ..., • • -~ ' · -·-·,-THERMAL MASS .. · .· Type/Covering Thickness .. Overhang (yes/no) . " -. ~ •. ...~ . Cs la blcx posed. tile. etc.) · · Arca (s0 (inches) . Location/Dcscriptjon (kiichcn, bath. CIC,) CF-IR Framing Type (met.al/wood) . ----- · Certificate of Compliance: Residential ProJtd TIU. HVAC SYSTEMS Minimum Duct Type (furnace. air Efficiency Location Duct conditioner, hell pump) (SE. SEEll.HSPF) .(a1tic, e1e.) R-Value Maximwn Furnace Heating Output: Btuh --- Output (Btuh) HOT WATER SYSTEMS ,. System TyPC (s10rage.ps, esc.) Tanlc Capacity Manufacturer/Model# (or approved egual) .. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT (Page 2 of 2) Datt Manuf acturcr / Model # (or approved equal) Special Feature(s) CF-lR This certificate of compliance lists the building features and performance specifications needed to comply with nt1e 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a CQpy of it and transmit the eenificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building-plan to ·be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Desiiner Buildin& Owner Name: Name: Titk/Finn: Title.lFum: Address: Addrus: . : Telephone: Telephone:: Lie. I: '' (sip,arme) · .. ·~ ... : '-_:_::_ . ·" (/:·: ··_ ti~~j£~:~1n A~th~r · : N~-', . ·. -_:;:,, . ,-. --~ (~ate) ., ·. (sipzure) . ·i ~: '' '' -J~t?\: ;:;E~r!~tni /.~ency· . ·-·.· ---------------'. TicJclf"um:_, ------------------- Name: A&cncr- (date) A~:· . ---------------Tclcphonc: ____________ _ Telephone:-------------------=-- (si inaa.u-c) (dai.e) (sipazure or scamp) (daic) DE 101.LCMD:G Jt0'IES SlECIJ'YD~ ~ ~ SIDJLD U DICORPO.~ OH PLAM SBEEI'S, OR COHIAIKE> Wl1mX JOB SPECIFICA:IIOH DOCllmrIS. (1) (2) (3) (4) (5) (6) (7) (8) (9) All heating, ven;ilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Colllllission. A two stage thermostat, which controls the supplementary heat on its second st.age, shall be provided for heat pumps. thermostats shall be equipped with an automatic setback, which the building occupant can program to automatically set back the thermostat twice in 2&. hours. · Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ipition device. All fan systems exhausting air to the outside shall be provided with backdraft dampers. All transverse duct, plenum, and fitt.ini joints shall be sealed with pressure sensitiva tape or mastic to prevent air loss and shall be insulated to conform to the_ provisions of Section 100S of _ the UMC, 1982 Edition. A vapor barrier is required in climate zone 1, 14, and 16. All manufactured windows and sliding glass doo~ ~ll meet the 1972 ANSI air infiltration standards and shall be certified and labeled. (10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (11) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. · (12) !he five feet of pipe closest to the water haatar, if outside conditioned spa.ca, shall be insulated with a mi.ni=Jm of R-3. Steam and steam condensation re;~ piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with no-l406{d). (13) tamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. · · (14) Shcverbeads and faucets shall be equipped with flew restrictors as outlined in the appliance ~ficiency standards and shall be certified to the Energy Commission. . (15) Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeabla met&l or glass doors covering the entire opening of the firebox; a combustion a.ir intake equipped with a raa.dily a.ccessibla, operabl~, and tight fitting damper to draw air from the outside of the building; and a tight fitting f~u• damper with a readily accessible control. (16) Insulation used shall comply ~th California Quality Standards. (17) 'nla insulation installer shall post.a siped certificate ••• S~ction.276.. Insulation Certificate (All Occupancies}. After installing insulation, the installer shall post in a conspicuous location in tha building a certificate sisn•d by the installer and the builder stating that th• installation conforms th• requirements of title 24, Pa.rt 2, Oiapter 2-53, and that the materials installed . conform ;,.ith tha requirements of Iitla 20, Oiapter 2, Subchapter i., Article 3. the cert.ificata . ~ _:. ~/;~:· · ~11 state the manufacturer's name and ma;arial identification, the installed "R" value, and {in '. (::;/; ,{!;i!('~ppiiC.:tionj· of loose· fill ~latio~)'· th{~t,imum-installed. ~eight ·per square foot consistent with • ·.-.,',)5.:.~,-~ ......... , ....... ~~·,t.' ''-;;.•'• •. • -, ,_,{ •, r •, • • • ...,_, ...., ••('"" -' • · · · :·-.~-.>::,. the manufacturer's labeled density fo~ the des~red-"R". value •.. -.__< . · . . . ·, ··cu,~'ror infiltration control all opani,ng~ and penetrations ~t -b~ caulked and sealed, such as around ·:·'.f: win~ows, at sole plates, and openings for utility pipes and.wires •. Form Eal 3/5/86 DEVELOPMENTAL SERVICES BUILDING DEPARTMENT «:itp of «:arI.s&ab 1200 ELM AVENUE CARLSBAD, CA 9200&-t9ell (819) .c.35-5525 THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR S·INGLE FAMILY DWELLING ~ ·.--· , -.· . -. . ~ : .. ysite Addr~ss Legal Description Assessor's Parcel Number ~Quantity of Gradi119 in cu.bic yards t/'contact Person -Name and daytime Phone Number i/tircle any Planning Commission or City Council Action oh this Property: Variance, Cor,:fitional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Development Plan Specific Plan, · Site PLAN CHECK NUMBER <;f9 4:Z¢ c/ · )!f~~t; cd 1}:383 ,;> "· i -"'•' .. ~. , ~-' ' ,., .. , . . t CITY OF CARLSBAD Datea~ Prepared bya £, uJ/1/,}((L VALUATION.AND PLAN CHECK' FEE PLAN CHECK NO, $?9 ... ..S;?SI BUILDING ADDRESS 45/Je LA; @SW IIQc. o Bldg, Dept. C Esgil APPLICANT/CONTACT 5. l)t'tlVt$ttA& PHONE No •• 2~1/..3_...:~~-'Y--=£"-r ___ _ BUILDING OCCUPANCY lf ~3 )m -J DESIGNER PHONE_· ___ _ ~PE OF CONSTRUCTION 'V /) CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER '7< f;$J 'DE ~.k!.t:' 3700 ~lo. '~'-It/. ~{Y}_ ~ PrflA--6& ' ln/l D~ I?. II. ~ ?;J,, . Pl tr/ _MJV 'I /~rA-/~ -.J/!J'R.' <?.:JV . :2,J??t, EAJrp,i/ / .5:> -"~ !lJD - . I . Air Conditionin£ Commercial @ .. Residential . ~ Re_s. or Comm. \ Fire S,:,rinklers @ . Total Value -· ;l5q_/47t, . ~t~,~~\1~~x~w:,t;~t;+::~~~,:~;:~,~,,~:c:~*i:~~~~~--~;~~~,,~:i,~ik~~~,;i,:·x:,, __ : .. -·. ·_:-, .. ';:::~:~.--:Pi~~ 'che~ic--f'H · s ··-~: ~:-,c-s -?7Z ~f · CO H H £HTS.__ _________________________ _ Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET / OF~/ __ 12/87 ~ l, ) ta, Q) (IJ · 1i1 ,fol ,fol' ct! ct! C C Q co co co "O ,:, "O Q) ' Q) Q) == == == .~ Q) Q) > > .> Q) Q) Q) c::: -c::: c::: ~D D DD· 0 C2{_o D cif' D D ~D D ~D D ~o D D D ref D D 0 D D ®. D D j D D 0 D ENGINEE~ING CHECKLIST LEGEND Date: 5 -9-89 Plan Check No. 8lOSZjv Project Addres.s: Z5lb /4. LAS71,l ftve Project Name: &Ka:2101$ R£.s1PF/1Jll:2. Fi~ld . Check Da.te: -'---------'-----,--------;-- By: LEGAL REQU I REM EN TS Site Plan r7 @ 1,2,3 I tern Complete I tern Incomplete -Ne~ds Your Action Number in circle indicates plancheck number that deficiency was identified 1. Provide a fully dimensioned site plan_ drawn to scale. Show: (Nor_!h ~ property lines_, Oasements;;> . existing and . proposed structures, streets, ex:1stmg street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and propose<;l slopes, driveway and percent (%) grade and drainage patterns. · 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading 5. Grading permit required. ( Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check :pe · ----- 7. Need the following. completed prior to building permit issuance: A.. Grading. plans signed. B. Grading permit issued .. C. Grading completed. D. Certification letter and· compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in publ'ic right-of-way (e.g.,· driveway approach, sidewalk, connection to water main~ etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. I ,_, nff' D (t9 D @o ~o @o D D D D D D D D ~o--o FEES REQUIRED · 1 O. Park-in-Lieu fees required. Quadrant: · --, Fee Per Unit: -, Total Fee: 11. Traffic impact t,e r~uired! # Fee Per Unit: '5'<e7~ , Total Fee: )67b ~. 14. Bridge and Tho.roughf~re fee required.Vt _ ..e Fee Per Unit: t!-,sao'-:;!::. I Total Fee: rrsao --. 13. Public faci I ities fee required. 14. ·Facilities management fee required. 11-~ Fee: 8/6. 15. Additional EDU's required: ,,(Ck)O ,_.:;..::,;,,_.;,=.;;;~-----,-,~-Sewer connection fee: . Sewer permit no. 16. Sewer lateral required.: -,...,L;-~;..:;....;;;!D_·,. _______ _ REMA~KS: l1llwt: ~~eJA o0""8,~ JJ~ fhuo ~~-,. . . ... O.K. to is~~ .... ~::::.·~·::::t:::.~·--==-..:as:-====··===-Date: ----- If you have arty questions about any of the ~bove items jde_ntified on this plan check, please call the Development Processing Department at 438-1161 . · I t.. Cl) Cl) Cl) +' +' +' cu· cu cu o · c.· o cc lXl d:J . "C "Cl "C Cl) Cl), Cl) 3 3 3-Cl) Cl) Cl), ·-> > > a, a, Cl) 0:: 0::: 0::: ... N M- =#: =#: =#: u u u C. C. 0. ~DD -ct'D D ~o·o ~DD ODD PLANNING CHECKLIST Plan Check No. f!:ff 052.f Address 25/Cz M ~@Bve, . type of Project and Use .... -... Q""'h .... -_D __________ --,. _______ _ Zone Bl Use Allowed? YES _j{__ NO __ Setback: Front C>f( Side OK Facilities Management Zone G ------, School District: San Diegu'ito Carlsbad Discretionary Action Required Environmental Required . Landscape Plan Reqt.1ired Comments Rear Ok k YES -- YES -- YES Encinitas ..f5.._ San Marcos NO K NO K NO_K_ Type __ -,------------------,---------..a.....--------- Coastal Permit Required YES ---No_!K_ Additional Comments -------------------------------- OK TO ISSUE ,,__fl&:_------------DATE 7/2?{[( 7 ::;.:;:::;t,3'.~:;,_.;J..:::£.~~d.;;:.'.\....;.;._:.,:,-;7; -~I\".~-. 1_-,.,.,."!.., ;._, -.-.:,~~.J:...:.:.~.Jj.•.:W,.">1.,..:0-,.6.~.;;~:_:!; • .J~'S,«_-o;--\."'-;:..,,.':..,....,.-:.._. ... .::-~-.,, .. -·~~~..,,..i....t.._._ •. ~o!-~1.--:~ -_ .... ..._ .. ,..,__._ -•.::-..:1-~,r,.s-,.....-. L--~._ • ..1-i..-\• __ ..,...,_,., _.., '-~..1: -.~ ... -'~ ~~ 7<00-;C-/./1{/__ 5~r? "id.c.If' I !/_,!_ V, 1--1-l, !_ L.l ) 17L,-;_ >'.tf? / 4,112- 1 {,, 17.f F' /?---/,J 2..~ ;_... . I /f" ~ ,(~ '3 4 .f. f ;t. rht? ;tr Jt;, . r,7 I sffr~- P, wJ. .,,..,. 2,5 . . I I ) ,... 2·~'<;,, CD - i -·\ • • ,. • • • • • , .... ,. ,, I_ I . t_J .,. 214 LS/FT ---- --------------------~------------------ i ! .i3{~1~1r~; J)t:.E:~:~;t\ I F.:·--r :!: C)!\f; tJ!t.>f::F.:P1L.1.... E!E: .• ~)t.,: L.1::r-.1r:::·r ;--1 ( }·· ~::.:::.; :: n-........ 11 •• :t 1=? 1:i: I ::~} . !"" {:1 {\i ~.~ ~:: ·r ::::; L. !::~~·::· T :::~; L! ;:.:i r-:-!:} F .. : ·: r: l ; •• II n •• () ;)}I ~=:r~· (.:1;\~[:1::: ··: ~J !:::: I c~: .. rr :.:3t.!Fr!··:ic~!-:; -~-( ·.:. ; ) ,. II ., ( ~t) I r:~ "! · lf=-: :··~.t c: ::::: r··t 1:::: !q ~~s ... J F: t:: 1:::i r:· 1=~ = :.! i---·: ,M .. !:~: ;:-.-·: ::~ :· i r; ; I I I ; ~DAD DESC~IPTION: tjJ\i I p··op~:v: L.f)Pi[! !JI"'-.: L~:i::'..l\!'f'E::F~ ~~1:.:-~f·;:\: ~-::·,L. :··} .: II •• ,. " " !l •• o, " ... ; _-2~: 1----!· 1:.:~;J I i\'T L.CJi:;xJ.:~ :: i:?l ~:;) -r· ~:~ t· -~if~ [~ F--F;~ CJ r·/1 ::::::, i:·::r·, I 11 •,.••.,• .... !'.::.;··'"} i..:.:·-:l.J ! • 1- :~ ~I ~-:· •:.:•, () 11 (i ,)• I> (l f) f} ~LLOWABLE HDRIZ. SHEAR (PSI> •.... :65 (.."~L .. l_[);,iJ{:·il::{Lf~ ()\l1:::F(~3·r1::~:::.:~:::~:~. ( '}~) II II O " " 11 .. ti n • :) iv;'(..' V T I"'! lJ'~i l \ 1 /\ •'-I , 1 MAXIMUM ..,, (.~L~ __ {]~\?l~11:;f_E: EJ-l'"F!E:(3~~ ( F:'f3 ) II II ;1 (,~,· ! ,··;1,J-:'., 1::it r.~· ,::·1---1i:::· ,:~-;:;:, i 1::··-~ ;' . ir.: .. , .... ~ ... ·""' I 1 ... , .... ,,.,. ~ • .; .. ,.1 1J-. i, ·-1 .a. 11 u t: " . ·, . ,l .. POOR . . · .QUALITY· . ·· · · O'RIGINAL S . . ·~:~ . __ pf=:OPE:.Fff I ES , ::5" 125 X s-r ~=( ;~: ~3 ~3 rr!E:~3Ei i 1:Z1C~ 1· ... . '\t-1.L/u,.Utollll•IIU I t:•C.:· "!" ·, • "-. I -. .. J. 01. / z; st M II II 11 11 II .. 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J) . /Q~ · . ,"°"l,1. .. ,, ... -~·,~~,r...,~"t"!l~~-~,,..~.._,.~.,.,., .... ,._.,~~,,.,~-.,.;·x--rr,.,..,,..-r-;,1;&.i.-v-,-.... ~~~,·r1tr:'l"'M~~~~~~.~~~':t"Ff,';.,,1-r~:-,~·1-e:.,.~°'t'.'.::V-~ ® r}-\.. \Sfz...V tLoor. ~~ ~\ -= s-\ z_ -z_ V.; s-) L-<--....:.... 7o =-~73 \ No J-f.L1 ff' L,r1~@· r ~ \776 ~ '\\--\ (lL) . ""2-- :::: Z..Z7 7 \,.. _-:::-z._--z_ -,c.._ ....!.-410..= L\--6 ~ ,,- ) -I-I i r.-\ ,.., \_..-'--rJ <.J \ ~-r.---r.1 f ; ) i f;;,-, ••• ,7 t-~ -c,....._ ~ef \,~ ..• \ .......... .. ,--_, f ~ \ -0 _,A· ~:J -+. ~ -, 0 _r-) ,, 4_ cJ \ v/---)-9ta~ ~>b.:::: l¼)4·. / ,,.-· 64 (-:, / ,. l.--z. (0 () 6 ~-i ? ' .... _,. +·· _., ,.) .:;... \ / ... , ___ v~ -'W-... 5> 2-\,.(_. -\ 9 -) { \ ~/i ~ Jc,Jr~ tA1~LL--Of ,{-kf ~4; fr__ f -zo ,(,.\4 X :Z. 3 . '2_) >( ~ .,:::-~ \0 E, 1---""2__ +t V-\o 67-\ " r---4G -2-) -----_; \ I --~ ~ & ._Jiz 'l_ ~ Q)~ '\(. --I, • • PHILIP HENKING BENTON PRESIDENT • CIVIL ENGINEER Mr. Sasan Nakhshab BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 5540 RUFFIN ROAD SAN DIEGO. CALIFORNIA 921 23 May 4, 1989 \ f,C {\::' ~~-sz4 Q..,,,> eF-CA:~\..\'YSA:D TELEPH0NE(619)56!5-1955 • 2134 Carrol View Drive #302 • • • • • • • . ' Cardiff, CA 92007 Dear Mr. Nakhshab: This is.to transmit to you four copies of our report under ~Gject No . 89-4-15A entitled ''.Geotechnkal Investigation, Lots 21 andl'2~La Costa South Unit 1, Carlsbad, California," dated May 4, 1989. ~ We are also transmitting, under separate cover, four copies of our report to Mr.Shahram Elihu • If you should have any questions regarding the data presented in this report, please contact us. Very truly yours, BENTON ENGINEERING, INC. -W~~ Civil Engineer PHB/jer • 0 • • • • • • GEOTECHNICAL INVESTIGATION LOTS 21 AND 22 LA COSTA SOUTH UNIT 1 CARLSBAD, CALIFORNIA PROJECJ NO. 89-4-15A MAY 4, 1989 BENTON ENGINEERING, INC. • • • • • • • . 0 z ~ Q) •r-, 0 s.. a. • TABLE.OF CONTENTS GEOTECHNICAL INVESTIGATION Page Introduction-----------------------------------------------1 Field Investigation----------------------------------------1 and 2 Laboratory Tests-------------------------------------------2 and 3 DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS Soil Strata----------------------------------------------3 and 4 Conclusions ~nd Recommendations----------------------------4 Site Preparation-------~-----------------------------------4 and 5 Foundation Design------------------------------------------5 and 6 Expansive Soil Conditions----------------------------------6 Active and Passive Pressures-------------------------------7 and 8 Inspection of Construction---------------------------------8 DRAWING TITLE Drawing Location of Test Borings-----------------------------------1 Summary Sheets: · Boring 1 ---------------------------------------------2 and 3 Boring 2 --------------------------------~------------4 and 5 Boring 3 -----------------------------~---------------6 and 7 Consolidation Curves --------------------------------------8 APPENDICES Unified Soil Classification Chart-------------------------A Standard Specifications for Placement of Compacted Fil led Ground -----------------------------------AA · Sampling, Shear Tests, Consolidation Tests and Expans1on Tests-------------------------------------------B BENTON ENGINEERING, INC. • • • • • • • • @ I ,:;I- I en co . 0 z .., ·u Q) . ..., 0 s.. ' 0.. • PHILIP HENKING BENTON PRESIDENT ... CIVIL ENGINEER Introduction BENTON ENGINEERING, INC. APPUEO SOIL MECHANICS -FOUNDATIONS !5!540 RUFFIN ROAD SAN·OIEGO. CALIFORNIA 921 23 GEOTECHNICAL INVESTIGATION TELEPHONE 16 I 9) !56!5• I 9!5!5 This report presents the results of a geotechnical investigation conducted ~ for Lots 21 anc:9 La Costa South Unit 1 in Carlsbad, California. It is understood that single family homes are planned for each of the lots . · The objectives of this investigation were to determine the general subsurface soil conditions at the site 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 building foundations and concrete slabs on grade. In order to accomplish these objectives, three exploratory borings were dri.lled, and both undisturbed and loose bulk soil samples were ·obtained for laboratory testing. Field Investigation Three borings were drilled to 30 inches in diameter, using a truck-mounted rotary bucket-type drill rig. The approximate locations at which the borings were drilled are shown on the attached Drawing 1 entitled 11Location of Test Borings.11 A continuous log of the soils encountered in the borings was recorded at the time of drilling and is shown in detail on Drawings 2 through 7, each entitled 11Summary Sheet. 11 The borings were drilled to depths of 29 feet, 30 feet, and 30 feet, respectively, for Borings 1, 2, and 3. The soils were visually classified by field identification procedures in accordance with the Unified Soil Classification Chart. A simplified description of this classification system is presented in Appendix A. Undisturbed samples were obtained at intervals of 2 to 5 feet in the soils ahead of the drilling. The drop weight used to drive the sampling tube into the soils was the 11 Kelly11 bar of the drill rig which weighed 3085 • • • -2- pounds to 25 feet, and the average drop of the-Kelly bar was 12 inches. The general procedures used in field sampling are described under "Sampling" in Appendix B. Laboratory 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 results of these tests are presented on Drawings 2 to 7. Consolidation • tests were performed on representative samples in order to determine the • load-settlement characteristics of the soils and the results of these tests are presented graphically on Drawing 8 entitled "Consolidation Curves." Direct shear tests were performed on undisturbed samples to determine the minimum angle of internal friction and apparent cohesion of the soils. All samples were saturated and drained before testing and the results of • these tests are presented as follows: • • . 0 z .+-' u ClJ . ..., 0 s.. 0.. • Maximum Load KSF Boring I 0.5 Sample 1 1.0 Depth: 3.0 1 2.0 Boring 2 0.5 Sample 2 1.0 Depth: 5.0 1 2.0 Boring 3 0.5 Sample 1 1.0 Depth: 3.0 1 2.0 Maximum Shear Resistance KSF 0.94 1.46 2.25 1.03 1.71 2.32 0.91 1.58 2.49 Angle of Interna 1 Friction Degrees 40 40* 40* * Value reduced to compensate for direct shear test method. Apparent Cohesion KSF 500 600 350 Expansion tests were performed on selected undisturbed samples of the more clayey soil types in order to evaluate the vertical expansion characteristics with change in moisture content. The undisturbed samples were allowed to air-dry for two days and then subjected to a load of 500 pounds per square BENTON ENGINEERING, INC, • • , • • • • • . 0 z ._, u a, .,..., 0 s.. 0. • -3- foot and then .saturated and the results of the expansion tests are presented as follows: Boring Sample Depth Percent Expansion No. ---· No •.. _ in Feet Soil Descrietion Exeansion Index 1 1 3.0 Clayey Fine to Medium 0.30 6.0 Sand 1 2 6.0 Clay 4.73 94.6 The maximum dry density and optimum moisture content of a representative soil sample within the existing fill soils were determined by the ASTM D 1557-78 method and the results are as follows: Maximum Optimum Deoth of Dry Moisture Boring Sample Density Content No . in Feet Soil Descrietion lb/cu ft % dry wt 1 2 -3 Light Gray Brown Clayey 118. 9 13.8 Fine to Medium Sand DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS Soil Strata Fill soils were encountered at all boring locations. The fill soils ranged in depth from 17.5 feet to 18.5 feet. The placement and compaction of the fill soils was inspected by Benton Engineering, Inc. with a report dated June 23, 1969 under our Project No. 68-11-23D. Fill soils were found to a depth of 17 .5 feet at Boring 1. The log of Boring 1 indicates that loose silty fine to medium sand soils were encountered to 1.1 feet and these were underlain by medium compact silty fine to medium sand soils to a depth of 2.0 feet. Medium compact clayey fine to medium sand was encountered between 2.0 feet and 3.0 feet and compact clayey fine to medium sand was logged between 3.0 feet and 4.0 feet. Compact clay was encountered between 4.0 feet and 17.5 feet. Natural firm clay underlay the fill soils to a depth of 22.0 feet. Very firm clayey fine to medium sand was logged below 22.0 feet, and to a depth of 29.0 feet, the limit of exploration . BENTON ENGINEERING, INC. • • • • • • • • I 'Id" I O"I co . 0 z ~ (I) .,..., O-S.. c_ • -4- The log of Boring 2 shows that fill soils extend to a depth of 18.5 feet. Loose silty fine to medium sand was found to 0.7 foot and it was underlain by compact silty fine to medium sand to 13.0 feet, and compact clay to 18.5 feet. Natural firm clay underlay the fill soils to a depth of 19.4 feet. Very firm silty clay was encountered between 19.4 feet and 30.0 feet, the limit of exploration. Fill soils were encountered to a depth of 18.0 feet at Boring 3. Loose silty fine to medium sand soils were encountered to a depth of 0.7 foot, and these were underlain by compact silty fine to medium sand to 8.5 feet. Compact clayey fine to.medium sand was found between 8.5 feet and 18.0 feet, and these soils were underlain by natural very firm silty clay to 19.0 feet, and very firm clayey fine sand to 26.0 feet. Very firm clayey fine to medium sand was logged between 26.0 feet and 30.0 feet, the limit of exploration. No free ground water was encountered in any of the three borings which were dri 11 ed on April 12, 1989 .. Conclusions and Reconnendations The following conclusions and recommendations are professional opinions that are based upon the above field investigation, laboratory test results, and engineering analyses and calculations. These opinions have been determined in accordance with current standards of practice. No warranty is expressed or implied. Site Preparation It is recommended that the upper loose soils encountered to depths of 1.1 feet, 0.7 foot, and 0.7 foot, respectively, for Borings 1, 2, and 3, be removed or removed and recompacteq in areas where concrete. slabs-on-grade are planned. This removal and recompaction is not needed wherever raised wood floor construction is planned. These upper loose soils are unsuitable for slab support. The removal of these unsuitable soils and compacting BENTON ENGINEERING, INC. • • • • • • • • . 0 z «3 <ll .,, 0 .l-o.. •• -5- of ·fill soils should be done in accordance with the applicable sections of Appendix AA entitled "Standard Specifications for Placement of Compacted Filled Ground.11 The recompacted soils shall be compacted at optimum moisture content in layers not exceeding 6 inches after compaction. These soils shall be uniformly compacted to at least 90 percent of maximum dry density as determined by ASTM D 1557-78. All compaction should be inspected with field density tests verifying that proper compacti.on has been attained. Foundation Design Continuous footings that are one foot wide and two feet below the lowest adjacent compacted filled ground surface may be designed for an allowable bea-ring va·lue of 2000 pounds per square foot. Square or round footings, whi~h are at least 2.0 feet wfde and founded at a minimum depth of 4 feet or greater below the lowest adjacent compacted filled ground surface may be designed for an allowable bearing value of 2500 pounds per square foot • These values for for dead plus live loads and may be increased one-third for combined d~ad, live, wind, and seismic loadings. The estimated settlement of continuous footings one foot wide and loaded to 2000 pounds per lineal foot are on the order of 1/8 to 1/4 inch. The estimated settlement of a round footing with a 30-inch diameter and loaded to 2500 pounds per square foot is estimated to be about 1/4 inch . It is understood that some footings wi 11 be located close to the top of slope which has a 1½ horizontal to 1 vertical slope ratio. Any footings which are located at the top of slope shall be deepened to 10 feet below the existing ground surface. The depth of footings for footings near the top of slope may be reduced one foot for each foot of setback from the top of slope. For example, at 8 feet setback the footings will have a minimum depth of 2.0 feet, and at 4 feet setback, the footings should have a minimum depth of 6 feet below the lowest adjacent compacted filled ground surface . BENTON ENGINEERING, INC, -_i • -6- It is recommended that cast-in-place concrete piers be used for the • foundations near the top of slope. The minimum diameter recommended for the piers is 30 inches. • Expansive Soil Conditions It has been determined that low to highly expansive soils exist within the upper three feet of subgrade as presented in our report dated June 23, 1969, under Project no. 68-11-23D. It is recommended that the foll owing • special design precautions be used for the houses to be constructed on Lots 21 and 22 of Lacosta South Unit 1, in order to minimize the adverse effects of the expansive soil conditions: • 1.) Isolated interior piers should not be used. Continuous footings should ·-=-:13be use'd··throughout,-:~and::these-shoald-be-'plated at a mi-nimum depth of ·==-=-_-·: two-feet below~the Jowest adjacent exterior·final ground surface. • • • &: LO ..... I """ I 0\ co . 0 fr +,) u (1J .,.., 0 S-a. • 2.) Reinforce and interconnect continuously with steel bars all interior and exterior footings with two #4 bars at 3 inches above the bottom of all footings and two #4 bars placed 1½ inches below the top of the stems of the footings. 3.) Raised wooden floors that span between continuous footings are best, or use concrete slabs reinforced with at least 6 x 6 -10/10 welded wire fabric. A minimum of 4 inches of crushed rock 3/4 inch to 1 inch in size· should be placed beneath all concrete slabs and covered with a moisture barrier. Two inches of clean sand sho4ld then be placed over the moisture barrier and below the bottom of the slab. ~Separate garage slabs from perimeter footings by a½ inch thickness J of construction felt or equivalent, to allow independent movement of gara.ge slabs relative to perimeter footings. Assure complete separation by extending the felt over the full depth of the front thickened edge of the garage· slab. Also, cut off the garage door stops at least½ inch above the slab. 5.) For slabs on ground, presaturate the soil under the foundations and slabs to provi-de a uniform moisture content, 80 percent or greater saturation throughout the top 3 feet below finished grade at the time of placing foundations or slabs. ( . It is recommended that positive drainage, 6 inches of vertical fall in 6 feet horizontally, should be provided around the perimeter of the buildings in landscaped areas. Drainage systems should also be provided to collect all runoff from roofs and conduct the water in watertight pipes either into the streets or storm drains. All surface drainage should be prevented from ponding adjacent to or running over the tops of slopes. Inlet boxes and watertight pipes should be installed when necessary to comply with the above requirements . BENTON E~GINEERING, INC. ' __ • ·--........ ~· ..... i-..: • • • • • • • • • . 0 z ~ (I) . ...., 0 s... 0.. •• -7- Active and Passive Pressures Cantilever-type retaining walls may be designed using an equivalent fluid pressure ohs'Jounds per cubic foot for level backfill provided soils \ _ _..,,· similar to the select on-site silty sands and clayey sands are used as backfill. An equivalent fluid pressure of 53 po1,.1nds pe.r cubic foot should be used for 2 horizontal to 1 vertical slope backfill conditions above the wall for the same type soil backfill. Walls restrained at the top and with a level backfill should be designed using a uniform pressure of 22H (H = height of wall in feet) pounds per square foot acting o·ver the middle 60 percent of the wall. This pressure diminishes to zero at the top and bottom of ' the wall. This assumes provisions are made to prevent hydrostatic pressures from developing by allowing free drainage to a perforated pipe subdrain placed at the base of the rear of the wall or weep holes. Higher equivalent fluid pressure values should be used if s~lect sandy soil types are not used for wall backfill or if full drainage is not provided. If any retaining walls are adjacent to occupied areas, the walls shall be waterproofed and the perforated pipe shall be placed at a one foot minimum below .any lower adjacent interior concrete slab on ground. The concrete slab on ground shall be protected from both capillary and free moisture by at least 4 inches of 3/4 inch curshed rock, a 10 mil polyethylene moisture vapor barrier and then 2 inches of sand beneath the concrete slab. For lateral resistance, an allowable passive pressure of 250 pounds per square foot may be used at a depth of one foot below the compacted filled ground on firm natural soils and this may be increased at a rate of 150 pounds per square foot for e~ch additional foot below one foot. A coefficient of 0.35 is recommended for the frictional resistance between the soil and the bottom of the footing. The friction value should be reduced to 0.20 when combined with the allowable passive pressure to determine the total BENTON ENGINEERING. INC. • • • • • • • • ~ I q- i O'I co . 0 z ~ Q) .,...., 0 s.. 0.. • -8- allowable resistance to lateral movements for seismic loading conditions. Inspection of Construction During excavation of foundations,. the field conditions encountered may differ from those encountered in the limited locations explored and sampled in this investigation. It is therefore necessary that all footing excavations be inspected before placement of reinforcement to verify that soil types are similar to those described in this investigation, and to verify that foot_ings are placed to adequate depths in suitable bearing soils that are described in this report. The areas where slabs-on-grade are placed ·shall be presaturated so that the upper three feet of subgrade has a moisture content which is at l~ast 80 percent of saturation. The moisture content should be verified prior to excavation of footings. Respectfully submitted, Distribution: (4) Mr. Sasan Nakhshab (4) Mr. Shahram Elihu JHB/PHB/jer BENTON ENGINEERING, INC. _,- ( • ' • • • • • • • • • ---. ----~ N . LOT'Zl LOT '2'2 I I I I BEi I I I ~-a --'\ • ,2 . . __________ _..... ____ ---- LA COSTA AVE1'JUE. . LE.Ge~O ~ lndica+ee t\ppro>'imate Loc.crtion Of 1est e,a-i~ DATE.: e,-\-~60 ex:ALE: l''=OO' LOCAT\O~ OF TEST eot2(t-.J6e LOT5 ~I A~D 22 OF LA coeTA '5OUTH U\JIT t CA'2LS6AO , CALlP0'2~ lA PROJECT NO. ·ee>-4-t'oA BENTON ENGINEERING, INC. DRAWING NO. i • )o • )o • w• ... C, ... w.,: ... ... 01-w ~ffi cc I&. -I&. a:z"" w SUMMARY SHEET w, o§3: Cl) II. zo, z . << . .... a.m 1 &U !: ..,.,.> w:> UJ I-0 :c :I::& BORING NO. w:11::: !,!!a, cc QO :ca, Cl) ... <::> .... a,;ci, a. o,z :: .,: 11.50 >-(I) w ::& It a:m wa. 0 a: I&. 0.J a: i 0 • SILTY FINE TO MEDIUM 1 SAND 2 • CLAYEY 2.2 12.7 03.2 0.68 3 FINE TO MEDIUM SAND 4 • 5 rn 4.4 16.1 09.3 2.09 6- 7 Fill • 8 9 ~ • 10 2.2 19.6 04.3 1.89 11 Mixed with 301 Clayey fine CLAY 12 to Medi llll Sand · • 13 Mixed with 401 Fine Sandy Clay 14 ~ • 15 1.1 16.8 05.0 2.13 .E' .,... 16 UJ ....... .Q rel 17 .Q Level Contact Ill· rox. -~ Dark Gray Brown, Moist, Fi-rm rel 18 z 19 @ CLAY 4.4 21.1 04.9 2.30 w 20 • ::& Continued On Drawing 3 < z 0 m Indicates Undisturbed Drive Sample 0 D -, Indicates Loose Bulk Sample ... PROJECT NO. BENTON ENGINEERING, INC • DRAWING NO • • .. 89-4-15A CD 2 .. N .. • • • • • • • • el < z • m 0 ., z ... 0 w .: _, w wee _,<o SUMMARY SHEET "' .JW .... 12.m -Om :c ~== o;:~ BORING HO. 1 (Continued) ... <=> m->-Q. :o w o,z 0 < ..I nn 0 -~ fark Gray Brown, Moist, Finn 21-~ Merges . CLAY -Gray Brown 22-tr--*1/,-!~ Light Brown, -;;l.r/.1j Moist, Very tf~7~ · Finn 23-;,? .. 1',:Y. .,.~-.1.r.n. -,;.;l;e,r.~,. © -~.Z;L ~ .. 24-';I:C~~1 CLAYEY .:'(,,<ft-;,, • t(; '.ifl FINE TO MEDIUM -~t':X-ft ~.{.~. SAND 25-.;r. .CG· :r.:.-%=·; ~ .:</.."i':l· --,.~:;..r:x~ 26-':?~--"•J'.'• ;x:,r., t?."/.;q.;· -iJ'.·rJ-r-r:-: ';i~.,i;t£1:;,. 27-~ ~ ,z::,r~; ;r.~,-!"s ."';.c-~ -::~~-i.~.- 2s-~t:f-r-(i ·~~~~ -:lJJ -'·%,t~z::. '.;r;t;(_,t; L)~;r:;:,4~ -- -· . ·-. . -__ St~p at 29 1 .. --. .. ... -· - . .. _PROJECT NO. BENTON ENGINEERING, INC. 89-4-15A 121813 > C, • >-• wt,! cc ... wt-! ... ... w~ oa:3: ;; II. D: gu. %(1) z iii~>- . <<. WS: w::, w.,.o w~ -ma: 00 :c (I) 0, &a. 0 Q .... m-' > • >-(1) u,0 -1-==-a:m we. D: u. 0-' a:i 0 11.1 10.7 121.5 6.36 23.1 12.1 121.2 3.89 - - DRAWING NO. 3 • • • • • • • • ::, .t::. ,,-,... I.I.I .Q !ti ~ .s: .),(. (0 z ·~ • < z m 0 ., f-w w, II. ... :c f-C. w 0 1 1 6 7 . 11 1 1 17 1021185 z 0 j: .J we: SUMMARY SHEET .JW .JCO c.m -2m ::'t:t 011.:e BORING NO. 2 ~::, C0 iii>-o,z a, CD :5 0 Gray Brown, _Slightly Moist, Loose Moist, Compact Occasionally Mixed with 301 · Clayey Fine Sand Olive, Moist, Compact Fill/Natural Contact Dips 101 to N25°W Dark Brown, Moist, Finn .,...~•Mer es ® Light Olive, Moist, Very Finn SILTY FINE TO MEDIUM SAND CLAY CLAY SILTY CLAY Continued On Drawing 5 PROJECT NO. 89-4-15A BENTON -ENGINEERING, INC. >-• >-• w..,: (J f-. ...... cc II. wt--II. cc g II. w, 0~~ co z Cl) z . << • WS: .J,->-w ::, wt-0 w~ ~O>a: 00 :co,°' "-5 Q ... CD 0 0 ~..,: > co ::"ta,11 cc m we. a: II. 0-' c:ci Q 8.8 9.7 111.1 2.91 6.7 14.7 103.1 1.50 4.4 14.7 103.5 1.83 4.4 18.7 107 .8 3.75 4.4 18.0 107 .7 3.04 DRAWING NO • 4 Fill • • • • • • • • ·~ < z m 0 ., •· ... w w u.. .... :c ... 0. w 0 21 22 23 24 25 26 27 28 29 ·z 0 w.cc .:_, -1&&1 _,<o o.m -Om :E:E Oii::e <::> O') iii> O>Z Cl)CD < .., 0 , · PROJECT NO. 89-4-15A 121113 > C, • a: ... SUMMARY SHEET w!: ZO'> BORING NO. 2 (Continued) WS: w~ > • -... a: u.. 0 Very SILTY CLAY 19.0 Interbedded with Silty Fine to Medium Sand (4• to 1zu Layers), Irregular Contacts 16.3 Stop at 30' BENTON ENGINEERING, INC. wt-! oa:~ m;> -a>a: "-c50 :Eat 17.7 16.9 > • ..... wt-! ;u. a:i"-z • <c ' w::, w.,.o oo :c O') (I) .... 0-' ),,0> o,0 a:m wo. 0..1 a:i 110. 5.25 114. 5.28 DRAWING NO. 5 • • • • • z >-• >-• w• ... 0 C, ... w~ ...... o""" w .: -' a: II. -11. a: z II. w w.a: SUMMARY SHEET w .... o§~ 0) II. .JW .JCO zo, z • << • ... c.m _gm 3 W!!: -' ... >-w::> wt-0 ::c :E:E 0 II. :E BORING NO. !!!ct> a: oo ::c co Cl) ... <::, CDm>-w~ 11.50 .... m-..., A, 0Z ~~ ,-0 o,O) w O,CI) .. :E~ a:m we. 0 < a: II. o-' a:i .J 0 ,. 0 -~tf~t~i'l Light Brown, Slightly Moist, - 1-tr.t:JC1~1 1 Loose t l f Moist. Comoact l:·~ f.1: ·Fi -t:tr st-1-1 2-·i l -~} Mixed with 30% Silty Fine ffi ttti.11 Sand and Clayey Fine Sand -} X .t:1..t -L3:tJtr. 8.9 10.5 105. 2.42 3-t,i<, t~ -~l1:l -l~ 1fl:rf:J:fa 4...; ·r1ir.1~r -(y ;tj:r{ i=f f 5-:l1:~.tJ:t.i · SILTY 6.7 11.2 108.~ 1.77 1:l:e1r i~ FINE TO MEDIUM ·-~~F11:ttt SAND i:i_:J.13:-tJ 6-=1:f lfrt :t. l= ,-~ -1.·rl·f 7-·{:r<fil"z .. l· . •i -f l;t~j.=l'fi . ' 1: I cJ· 8-~:vJ~ J. '.{{·}f.1 Fil 1 • • • ::, .c .,... ,... I.I.I ...... e; .0 Cl) .c ~ ft: z -r;{•-' .... ~:, 9-)(~Y.~l-, Light Gray Brown, Moist, . '/. -~, rn ,..,.:.,,~~,. Compact, Mixed with 40% -~i;--:l~,. ~Z"-1~ Clay . 4.4 21.0 102.~ 2.15 10-~I.·'"'/.' . ;.7. • .( .X•h -~=t-r ,;::.--..i. ~i/.'-'-;°-$ 11-.;(•,%'-" .,.l',".i'/.;,:., ;,.~~":-2" -~:,..,t~..,;~ ~--~ ,}".• 12-v..'?.:.r.~:8 ' ~1'.'.(-:t-'1,; -r;t,-K,Ct-i (:)',J"J",);A CLAYEY ~:,:;<rY.; 13-:,i;.c;t.~,l~ FINE TO MEDIUM ~~~y.y, -~1,•/;(~. SAND ).'!:t. "'J:.·, 14-~%.~~' '.'-il';t-/_.;:, -© ir.;,:;.1-~ -:-J'.•,%,:;-<, 4.4 19.5 104.f 2.02 15-:,i~~;,<~1 '-'i:1z~, -r,r:;.y., -r~r.·,, 16-.;r:fr..r; i.(0.~x, -~-.:,,~~ I.<"/..;.,;,{~, ~:-x·;< r. /1 17-.:r..r-t;·t:, ::.<x r.; ,Fill/Natural Contact Little -it:r, r.J'•(.•-. l:.t~:;:1.-, Irrea.Dios Annrox. 5° to H35°E 18-,;,.;,;;,:;,,,,. V. ~ Light Olive, Moist, Very -~ SILTY CLAY Finn Merges ·~ < z 19-. t~~it. Light 01 i ve to Light Gray CLAYEY - 20-G) :{~~1i Brown, Moist, Very Fina, with FINE SAND 11.1 15.6 113.6 5.15 Occasional Lenses of Clay - m -Continued On Drawing 7 0 ., - • ., ; ,- N · PROJECT NO. DRAWING NO. 89-4-15A BENTON ENGINEERING, INC. 6 ,- • • • • • ••• • • ::, .c . w ·~ • :z: ID 0 ., z ... 0 w u,a: i= _, w u.. _,w _,<o .... o..m -Om ::c 22 Oii:2 t-<:::> o,-> Q. O>Z :0, w 0 < _, --0 - 21-- - 21-- 28-- PROJECT NO. 89-4-15A 121813 SUMMARY BORING HO. Light Brown, Moist, Very Fira Stop at 30 1 SHEET 3 (Continued) CLAYEY FINE SAND CLAYEY FINE TO MEDIUM SAND BENTON ENGINEERING, INC. >--• > • w~ C, ... wt-! ... ... a: I.I. oi II. a:01.1. w .... oa:~ z z zo, m~> • << • UUl. ILi:::, w.,.o wi2 -o,a: Q(J ::c Cl') 0, 11.50 .... o,-"'" ~~ )-0> (t)(t) 2at a:m we: a: I.I. 0-' a:~ 0 - 21.7 10.5 120.4 6.98 . 24.4 10.2 125.5 5.78 DRAWING NO. 7 ! • • • • • • • • ::i .c. .,.. ... I..J ..... .Q ~ • .t.:t VI .c· ~" ro ~ • ~/.I :!IE ct ;?: ro 0 ":, • 0.2 0 1 3 .o 0.4 CONSOLIDATION CURVES LOAD 1N KIPS PER SQUARE FOOT 0.6 0.8 2 4 6 8 10 1 . :' _. ::' ~r{~g-·t :_:f. · __ : ; Sample: ·3 t::::.t~---t-t---t--tT~~:::::::S;:;t--t--t-t-. t; :4·\ Depth: .. /10 I (/J CJ) w z :ls:: 0 :x: .... I.I.I J a. :l: 4 (I) u. 0 1- 2 3 0 :z 1 li.l (.J a:: UJ a. I z o· ~ o· ..J 0 ti) 2 5 1 <.) 2 3 PROJECT NO. 89-4-15A 0 ft) INDICATES PERCENT CONSOLIDATION AT FIELD MOISTURE INDICATES PERCENT CONSOLIDATION AFTER SATURATION BENTON ENGINEERING INC. DRAWING NO . 8 16 ;: • . • • • •• -Field ldcntiflcauon ProcciJuru CEsclud.ina panlclca larJct lhan l la. aad ......., traeU.--CSlimalcd wcilhU) ! C " lL~II • ~--1 0 h11 II fa ... ;;-~ o l! c:!. ·-o5 Wide n.tiae ID 1ralr1 awe and aublun1lal •mol&IIU o( all IDlcn!>cdlaw panlclc Illa uroup SYf!boll GW' GI' • • • Unified Soil Classification Typical Namca Well 1radtcl 1ravcls, 1ravcl• aand am1wa, 1111.le or -6oa lnformalion Requit<d (or Deac:rlbln1 Solll • ! 0 'o C ,:.2 I ! ~~ : W -.,. C • Labod'°"' Clu1llk:a11ioa Criiaia C-c • £!! Greater Uu1D 4 Du · • ww' Cc--llcl...,..ludl Du X D11 J,101-U,,, all ,ndatloll n,qui.-ts for G W !:":i ·-- .!:'!:~; J :~;.: ~ii . I I C ~ c O E• -!: .!!.,. Nonplastlc Anes (lor ldCllllfal:alloa pro-GN SIily ,raYels, poorly 1radcd ; ~ Z ll i i ~ ! _ c:cd,aru -ML beloW) ,,...,,.,anc1..i11 mla1uru 5e ~ .. ~Hc11 Prtdomlnaall)' one silc or a 1'&111• ol slul •llh io-ln1Ulnedaa1e •~ llli•illl Poorly 11radtcl 11ravel1, ,r.,.el• aand n11a1urea, lllllc or nollnca Gl•e typical name: lndlca1e •r-prolllmate pcrcen1a1tea or aand and ,nvel: mum,wn aize; an1ularl1y, aurlacc condhlon, and hardnc11 or tbe coanc trains: local or 11co10,1c name and other pcnlnenl dcscrlpilvc lnlormallon: and 171r1bol1 la paren1heaea 1 E .!!• -c e •J 'B ... E -II' .,, .. ::i,\J z: C 1'!!..,">11., ll ~~:i:ia:& JWabul luruu bcloW .. ,.. .. liac, or '1 1a1 lhan 4 Above .. ,.... line wllb Pl be,.,..,,. 4 and 7 are bo"l,r/j,t1 cases req .. orm1t me ol llua••ymboh ~-st! =. o-u u ..... 1 'l?!g ... ::;; ,_ .!: ~ :; a g; I~ Plasllc llntt Clor ldcolllk:alioD p..-Suna, GC -o 0 ,:. • -CL below) Clayey 11ravel1, poorly 11radcd tra'fd-aancl-clay nilalul'CI · For undl11u1bet! 10ll1 add lnlonna- llon on 11tatllica110n. de•r•e or cotnp1c1ncu. ccmcn1atlon, rno11lu1c cor,dluona and drah11H cha1ac1cr1111ca j 1 ~ • ..,.., "e ,t.uerbcri limlu abo .. ! -!!!.;\)~~ "A.··1,ne.withrl ~ ~ §~1..:.n 1rcstcr1i..n 7 .E c,. ~ t~ C .9 ___ iz 11----------1 -:l! i " 1::'lh .... ~ ... lo ._ l!i;.-.,_9 .v .. ~.CZ,~ : 5 5 :e ".i:.c .!! o __ > u~ ~ .!t :t~~ .I =· ... I ! ~ ii C ~-• .c f;: 9 -..... .;~~= ~] 5,! Ir. C:.: ... I' ;; .:i O Wide ran•• ID arain 1lu1 and ,ub11JU11lal -! " E c amo1&11&1 o( all la1umecha1c parlklc ::C :te Illa 5!! Cu! =: ==-.!!-; OS ~r ! '> .c ~ ... : ..DO Predomin1111tl~ one 11:ie or a ran,:e o( 1iia wilh some ln1ermed111e IIUI miu1na Nonplaslic !Ines (lor ldentlflcauoo pro. ccdures, ICC ML below) SW SI' SM Well 1rodtcl nnd1, ,ravcUy aandi, llllle or IIO linCI Poorly 11raded sands. 11ra•clly sands, lilllc or no (mes SIil)' sand~, poorly a,adcd aand• 1111 mluurea -s ~ 0 g ~nz t: s_; ~fei:v "gC£.ga -------------1-1---------1 ... • o.E .,, ,:!:• Plas1lc fines (lor ldentlbcalion proceduru, MC CL below) SC Clayey sands, poorly 1tradcd und-cl•y mluures E.xample: S/11,i,.nd. aravelly: al>oul 20¾ hard. ang .. lar ,ravel parliclc1 l-in. maximum 11u: rounded and sub•naular und arains co:a~ 10 hnc. about 15 ¾ non• r•••lic f1nc1 wllh low dry Jtrcn,1h: well compacted and moin In place: alluvial aand: CSM) :!! ~ i :, ; •• .. • I . .:: ,.. <o;;\)\)111 Ct'•-~ Oru1er111a11, 0 "~ J.111 II : • C IDaol' --!I c---~ ~ ; ): D10 X l.111 Jlc&wun I and ) C: t: O~N !! t~"';): 'tlol incclinl all 1ra4a1ioa requiremcots for SW K, C: ""C •N '-•;-s-! ~~-11!:? E~j·~e§~ ,; :i K.8-'.C.Wl uU t.tN 0 0 Attdbcr& hm11, below "A .. l,ncor '11eulban ' Ab<nt .. A.. h11c .,.ilh Pl bc1•«a <I and 7 ••• bordrrhrtr u~cs nqu1rm, u,e or dual symbols -1 1;i;;;iinca11un l'to«duru on hacrn,n !.mailer tlian No. •osi;;;s;;_;--~ At1crbcr1 hm1u below "A" llne wilb Pl ,rrcater lhan 7 • .!2 u .!:! .. l>ry Sncn1tl1 l>ilalancy lou,hncsa · .!l ccrushln1 ,ruction (con.,1,tc:nty ,i ~ 60 50 .. .. ~ : character-10 lbllk'na> Dea! plastic ;; !sties) 1 bmlll · ,:i tomoannr · soiis 11 mil liq~id limij l ~ :es ~-~o n-.., 'ii _g" I I . 'I d ' Ii -;; nor•an1c II II an very nc Ghe 1yp1cal name• indic.a1e dc,,ee ·~ >( ~ 40 To,i1Mt1S01d •<i J1110iu, ilout! ~~ --.. i]f O' .,..,., z -a --., :l E8,: --N,t:: -C • '!'-c, ]j~ II-C • ,s: f 0 :E .,,-. :;i: ~:[_i Ill :_ ... C .!!E~ u=-i!-,, ~s: .. -; . fa!~ "' Hiahly Or11aruc Soila None to l.l11ht Medium lO hl&b . -Sli&ht lo medium Slithtto medium Hl1h ID \'erj hl&h Quick 10 slow None 10 -.ery alow Slow Slow&o none Nooe Nooe Medium S1i1b1 Sli,hl lo mod1wo · Hiah Medium 10 I -None 10 I Sh&hl lO hi5h -.cry slow medium Rc.adily ldcnlillod by colour. odour, sponS)' foel and lrequenlly by 8bro111 1cxture ML CL OL MH CH OH ,., sand•. rock nour. •lily or and cha.racier' or plastithJ, ~ clay•,)' line aand1 with •Hahl amount and maximum 11ic or l; plasucuy coan.c train~: colour in wel u ' lnorianic clays or lo,.· to cnndi1ion. odour II an1, local or ~ mtd,um plasiicity, araYclly 1tcolo1tic name. and <llhcr pcrli· .; clays. undy clays, silty ela15, nent dcscnp11•e inlorm111on, .!: Ian clays and symbol 1n paren1hese1 !l Orianic 11115 and or1anic aill• ii clavs of low plasticny For undlSlurbed aoils add infot• :::> · mauon on s1ruc1urc, 11rallf1t:.a-lnor,amc •Ills, ~,caccous or tion. c.onsiMcncv in undi~turbed d1,a1om~ccous fine sandy or and remoulded· slates. mo111ure slhy soil•. clas1ic silts and drama1tc condilions lnorcanic clan or hish plas-· lich7. la1 cliya Examrle: Ors•nic clays of medium 10 h1ab Clayry 61/t, ,brown: sllahlly plasticity plaSllc; small pcrcenia~c of fine sand: numerous vertical Pat and other hl&hly ori;aale root holes: llrm and dry In aolls place: locss: (Ml.I .E ~ilh IOCIU~n, i,tlllJcJIJ lllllu . CH f 30 i20 Zi: Cl 10~~0 l·Mi ~=L o" .. IIH 0 . IAL , , 0 10 20 30 40 50 60 70 80 90 100 liquid limit· Plasticity chart for laboratory classihcation of fine grained soils " BoulSda~•· clcu•(~co11oru. Solll pouessin11 charac1erit1ic& of 1wo aroups are desi111111ed by comblna1ion1 or Jroup symbob. For CJtample GW-GC, well Jradcd tra•el-und mlature •lib cla)' binder. b All "'"" sues oD Uus chan are U.S.11andard. F/r/d ldrntl~ratlon l"raudurr for Flnt Grainrrl Solb or Fraction.! These proa:dures arc 10 be pcrlonncd oa thcmillus No • .CO sieve size panlclcs, tpprox1ma1ely !,11 In. For field clusmca1inn purposes, acrecnin111 no1 ln1ended, simply remove b)' hand lhe co1n.c parlltles I.bat inlericre wllh the tests. Dila1tutc1· (Rcac1inn lo 5bakiol): Aller 'remo>ins pariiclc,, lar..,. than No • .CO 1ieYe Jiu. prepare • pal of moin aoil .,.,,h a •olume ol tboul onc-htU cubic inch. Add enoutb ,-11er II o~4'SSOry 10 make the soil wit b111 noisticky. Place 1h• p,1,n lhe open palm ol one hand and shu.e horiion111II)·, J1tikln1 ,1101~\nl~· •11a,n,t 1h, olhtr hand 1,,tvt,al umcs, A ,,m,Uht tcac·,,on um,1111 nl th• •rrca••nr,e ul .. a1tr on lhe 1111lace ol 111, r,11 "hltll than1u In • hnt) 1 nnutu:nc-y and l~c.:umrt ,1r,,17. Wh,n thr um1,11 11 ••• .. •••r.11 bet .. ,rn 1hr 11n,e1t, lht "alrt a"d ,tt,u dlUJ•foCIII hum 1h1 1u1fa<c, the pat 1llllen1 and 11111111 II cnck• or ttumblc.>, l he rapldily fll appurancc c,I waier durin1 sh1~ln1 and or I~ dn,appcarancc durina 5'lueczin, •s.siu In lden1ilyin1 lhc charac1cr of lhe fine.> in a soil. \'erv llne clean sands 1h-c the quic:kc,,I and most di11inc1 reac1ion wbereas a· plaslic clay has no rcac1ion. lnor1anic: 1111111, lucb as a lypic:al rotlt llour, show a modcralcly quick JUCIIOO. Dr)' S,rrnl(tl, (Crushin1 charac1crislics): Aller removinai particles l•r1tcr than No. 40 sieve size, mould a pal or soil 10 the cnnsmenc:v ol puny, addln1 water II nc<:c.<Sary. Allow the pat 10 dry· cnmplclely by o•cn, sun or air dryinl, and then 1es1 Its strcnplh by brcakmJ and crumblln1 bc1wn:n the bn1ten. This strcnplh Is a measure ol Ille charoc1cr •nd quanlll~ ol lhe cnlloldAI h acuon conlalned In lhe lloll, lh~ d" 11ut:r11111h lt1ctr.11sr, wt1h hu:n:•!51nll pl•Uh:lly, lll1h oh:,, lltTflllh I• th•t•t1r.11111r. Int cl•.••"' lhe Cll J1tfllr, /\ lyl'k•I 111111 ••tue 1111 l"•'""r.1 only tr.1 y ,11,itt thv ,11r11,ih, sui. fine """'" anll IIIIJ h"• alH»ll Ille lame 1ti1hl dty 1ncnsll1, bo1 r•n I"' dl\11111111\hed b_v lhc lttl when pnwde1l111 lhe d1lctl spccunon. Fine sand lecll arllly whereas a typical •Ill bu the smoolh Itel or !lour. Tou/lhntu (Con.s,stcncy near pl:u1ic hmitl: Aller removins particles lar1cr than lbt !'lo. AO sieve siz.e. a specimen of 1oil abo111 one-hall inch cube In su.c. is mouldrd lo lhe consis..,:nov of puny. II 100 dry, •·a1cr must be added and II Iii Ck). the specimen should be spread oul in a Ihm 11,cr and allowed 10 lose tome moi\lurc by evaporation. Tt,cn the spcc,mcn i, rolled oul by hand on a smoolh aorfate nt bcl9Wtr.O the palrnt into • thtt:•d •hout nnr-.e,•ht inch in ch•m,ttr, 1 ht lhttad II lh,:n fohltd amt rf .. tulltd tf!J)<f'.at,dly. l.1urm1 lh1, 1111t1lftvl•Uun Uu1 tnolllutt c:untr.nt 11 ••••h•• .. , ttduu·tt amJ th• ,,,.c1111cn 11lflr.it1, l111tl1J l0te1 ha r1aulc111, 111d crumblu "hen lhe r1u1ic llmll i• rathrA. Ahcr the lhrcad crumbles, lbc pit<CI should be lumped l01ether and a s.liaht kneadmr acuon c.onlinucd until the lump ctumblci. The 10 .. 1hcr lhe thtud near the pi:utic hmit and the Jtlllcr the lumr when ii finally crurnblc.>, lhc more po1cnt is the colloidal clay frac1ion in the sou. Wc.akneu of the lhrcad II lhe plastic hmil and quick lc,ss or tohcrcocc of the lump bc1ow the pJa._,1,c hrnh lndka1e either i11or1anie clay of low plastitH}. or ma1c-1iab such as kaolin•type clays and oraanic cl1vJ vrhlth occur below lhc .A•hne. lliahiy or1anic cit~ have a ••ry weak and 1ponay fttl at the pl.,lie limir. > ~ i--:, t:r:1 z u • ->< > • • • • • • • • • • PHILII" HINKINO RENTON PIU:atDllHT • CIVIi. 11:NDIHIUUI BENTON ENGINEERING, INC. Al'l'Llll:D 801L Ml:CHAHIC8 -f0UHDATION8 1140 RUP'P'IN ROAD SAN DIEGO, CALIP'ORNIA tll lJ APPENDIX AA STANDARD SPECIFICATIONS FOR PLACEMENT OF COMPACTED FILLED GROUND TU.11:PHONI "" J 888•HII I. General Description The objective is to assure uniformity 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, filltng of the land, the spreading, and_ compaction of the filled areas to conform with the lines, grades and slopes as shown on the accepted plans. The recommendations 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 uniformity 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 to schedule the manpower for the required inspections. The soils engineer shall advise the owner and grading contractor immediately 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 permanent approved landscape area so as to leave the areas to be · filled for approved structural support free of ~egetation 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 determined 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} •• • • • • • • • • • • APPENDIX M -2- (c) The natural ground which is determined 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 11 ), and until the surface is free from ruts, hummocks, or other uneven features which would tend to prevent uniform 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 firm 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 natural 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 determine the width and frequency of all succeeding benches which will vary with the soil conditions and the steepness of slope . {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 {90%) percent of maximum densi~y in accordance with ASTM D1557-78 method that uses 25 blows-of a 10 pound hammer falling from 18 inches on each of 5 layers in a 4-inch diameter cylindrical mold of a !/30th cubic foot volume. 3. Fill Materials and Special Requirements The fil 1 soils sha 11 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, dµring grading operations, soils not encountered and tested in the preliminary investigation are found, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the preliminary or subsequent soil reports not covered herein shall become an addendum to these specifications . The testing ~nd specifications for the compaction of subgrade, subbase, and base materials for roads, streets, highways, or other public property or ·rights-of-way sha 11 be in accordance with those of the governmental agency having jurisdiction • (-8/27 /87) BENTON ENGINEERING, INC, • • • • • • • • • • • APPENDIX AA -3- 4. Placing, Spreading, and Compacting Fill Materials (a) For mass grading, suitable fill material shall be placed in loose layers,. moistened to 4 to 6 percent above optim~m moisture content, and which, when compacted, shall not exceed six inches (6"). Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to ensure uniformity 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 9r 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 the 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 uniform densification during the compacting process . (d) When the moisture 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 moisture 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 D1557-78 method as described in 2(e) above. Compaction shall be accomplishe~ with sheepsfoot rollers, multiple-wheel pneumatic-tired rollers, or other approved 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 the specified density. Rolling shall be accomplish~d while the fill material is at the specified moisture content. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to ensure that the desired density has been attained. The entire areas to be filled shall be compacted . (f) Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. _The sloping surface shall be cat-tracked daily while the fill soils are still at field moisture conditions {8/27 /87) 2 to 4 percent above optimum. Compacting operations shall be continued until materials within the outer 1.5 feet are uniformly compacted to 85 percent of maximum dry density or greater, unless BENTON ENGINEERING, INC. • • • • • • -APPENDIX AA -4- a different relative degree of compaction is specified by the loca1 governing agency. Compacting of the slopes shall be accomplished by backro11ing the slopes in increments of 3 to 5 feet in elevation gain or·by other methods producing satisfactory results . (g) 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 shall be taken no farther apart than 100 feet~ Tests shall be taken on corner and terrace .lots for each two feet in elevation gain. The soils engineer will take additional tests as considered necessary to check on the uniformity 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 until the field density tests indicate that the specified density has been attained. · (h) The fill opetation shall b~ continued in six inch (6 11 ) compacted layers as specified above, until the fill has been brought to the finished slopes and grades as shown on the accepted plans. 5. Inspection s·ufficient inspection by the soils engineer shall be maintained during the filling and compacting operations so that the specified 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 placed, spread, or rolled if weather conditions increase the moisture content above permissible 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 specified. • • • 7. All recommendations presented.in the "Conclusions 11 section of .the attached (preliminary) soils report are a part of these specifications . (8/27 /87) BENTON ENGINEERING, INC. • • • • •• • • • PHILIP HENKING BENTON PIU:SIDl:NT •'C:IYII. 1:NGINl:11:11 Sampling BENTON ENGINEERING, INC. A'PPLIED BOIL MECHANICS -FOUNDATIONS 1111•0 RU,.l"IN ROAD SAN DIEGO, CALll"ORNIA tZSZ3 APPENDIX B Tl!Ll:PHONI: (619J 585°1955 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 soil 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 completion of the tests. The driving energy is calculated as the average energy in foot-kips required to force the sampling tube through one foot of soil at the depth at which the 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 _-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 safupltng. In some instances, samples are sheared under various normal loads in order to obtain the internal angle of friction and cohesion. Where 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 receive 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 increment. 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. Expansion Tests One-inch high samples confined in the 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 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 unti 1 downward movement stops •. e 'fl:le:·di{ll reading.is recorded and expansion is .recorded until the rate of upward movement is less than 1/10000 inch per hour . • HERZBERGER/ SALEHI ENGINEERIN2 CALIFORNIA THEATRE BLDG. 1122 4TH. AVE. SUITE 709 SAN DIEGO CA-92101 TELEPHONE: SAN DIEGO (619} 239-4636 ENERGY ANALYSIS SASAN NAKHSHAB JUNE 02 1989 HERZBERGER/ SALEHI ENGINEERING 1122 4TH. AVE. SUITE 709 SAN DIEGO CA 92101 Pi=::o,JECT SUMMt-4RY (MI CROPAS 3 .. 01 Z DNE 07--) CEILING ....... R-19 WALL .......... R-11 FLOOR •.••.•.••. R-·:i.S" DLIC .. r " " .. u ,. n • • • 6 • i) GLAZING •..•..•• SINGLE SKYLIGHT .....• NO SHADING ...•... URAPEb THEHM/'.~L MASS: KITtHEN ...•... 00 SF BA1H ....•...... oo ENTRY/HALL .•••• 00 * :1 • " " •• ,. •• " •••• (H) * .............. ()() * 11 SI n :t A ft " ff n II ff a JI fl ()() * u u ............ Ill ()(} * n " • • n n ., " • ~ • • u • ()() * " . II: II • " If " •• II ••• (H) ;¥. n a :t • n n n n n :.. • u • n i:)() TOTAL. 00 II II II II II II II ll " II HEATING SYSTEMS: MAKE & MODEL -UNIT #1 RHEEM RGUJ-10NA-JR 81 MBH OUTPUT 72 CSE: MAKE & MODEL -UNIT #2 ** MBH OUTPUT ** CSI::": WATER HEATING SYSTEM MAKE & MODEL ........ . A.O. SMITH PGS-050 47.5 GAL. .028 SIB ------------------------------------------------------------------ COMPLIANCE STATEMENT: I CERTIFY THAT THE CALCULATIONS CONFORM WITH ALL THE REQUIREMENTS OF C.E.C. TITLE 24 FOR COMPLIANCE WlTH THE ENERGY KDANDARDS. HERZBERGER/SALEHI ENGINEERING. ,, :ERTitICATE OF COMPLIANCE: RESIDENTIAL CF--1R ==-=~~========~===-=--=-~=--~-------------------=~--~========================= ' ~reject.Title •.•.••.••• SASAN NAKHSHAB Date ••.•.•.. 06/02/89 ~reject Address •.•.••.. 2516 LA CASTA AVE. CARLSBP1D Documentation Author ••• HERZBERGER/SALEHI ENG. Company •.•.•. ~ ••.•••••• HERZBERGER/SALEHI ~NG. Building Permit# relephbnEi ............... (619)2:~;9 ..... 4636 Plan Check/ Date Compliance M~thod •••••• MICROPAS3 by Enercomp, Inc. Field Check/ Date Climate Zone ••••••••••• 7 ===================================~==-==--=================================~== MI CROPAS~5 v3.01 Fil e-13602 lt.Jk?~ather-CT7.07 Pr DC! 1'"am--FCH~M CF-l P User#·-MP1427 Use1'"--HERZ'BERGER/SALEHI ENG.. F:un·-S. F. F:. ----------------------------------------~------------------------------------- Blazing GENERAL INFORMATION Conditioned Floor Area ••••• 3535 sf Building Type .•••.••••••••. Building Front Orientation. Number of Dwelling Units ••• Number of Stories .•.••..•• i Floor Construction Type •••• Infiltration Control .•••••• Single Family Detached Front Facing 180 deg (S) 1 ,-, .i::. Raised Floor· Standan:·J Component Insµl Type vJa 11 · Rqof Flom- F:-·value R--11 F:-19 H-19 l~rf:?i:I BUILDING SHELL fNSULATION ------------------------ :}:!: Location/CDmments ---------------------------------------T'{F'ICAL CEILING OUTSIDE~ TO CRAWLSPACE GL(-)ZU.!G -··-.----- o·f Inte1rior El-:terior Oirientc:1tion ( 5:.f) Panes Shad;lng Shading Ove1rhang ----------------------------·-. _____ .. ______ _________ .. ________ .. ---·-··------ !J.JinciO[.,J \>.lindo~·J Li.Jindm..., IJJindow WindovJ L1Jindov,1 L,J i r:-1 r;I ow l>Jindoi,,J ~,Ji nclo~~i t1Jin<;:lolf.l Front ( s) 75 1. drapes None \/E•S front ( s) 135 1 drapes 5(>% BUG SCRN Yes B.;1c-k ( N) 62 1 NONE None Yes Bat:k (N) 1.20 1 draper::. Nor,e Yes Back ( N) 201 1 dn,1pes 5(>% BUG SCRN ·ver::. Hight ( E) 18 1 NONE None ··'f'es Right ( E) 44 j_ drapes 50% BUG SCHN Yes Left n,n 2"-1-1 drapes None \les Le-ft (W> l8 1 NONE None '{es Left ( l,,J) Tl 1 dn::-i-pes 5()~:~ BUG sc::F:tiJ Yes A~SUMED HVAC SYSTEMS Assumed Duct Duct Assumed System Efficiency Location R-value ---------------------------------------------- Gas Air Conditioner 0.720 SE Attic El. 90-SEER Att_ic R-6.0 R-6.0 Framing T·ype ------.. -- Metc1l Metal Metal Metal Met2d. Mi~tal Metal Met.r.-11 Met.:::11 Metal :E'flT IF :c,cATE OF cm,.!PL I PiNCE n F~ES I DENT I r=~L Page 2 CF-1F{ ==========~=~--~==L~L--------------.-------------------========================= ~r~ject Title .••....... SASAN NAKHSHAB Date ..•..... 06/02/89 =======~=================~=L=---==--~------------============================== MICROPAS3 v3.C~ File-8602 Weather-CTZ07 Prooram-FORM CF-1R User#-MP1427 User-HERZBERGER/SALEHI ENG. Run-S.F.R. ------------------------------------------------------------------------------- ACTUAL HVAC SYSTEMS Ac tui::i. l Output Manu~acturer and Model# Actual System Efficiency (Btuh) (or approved equal) -------------------------~ ---~------------------------------------- Heating 0.72 81000 RHEEM RGUJ-10NA-JR Copling Cooling Coil CEC Maximum Output for Gas Central Furnaces: 131951 Btuh WATER HEATING SYSTEMS -··---··--.. -----·-.. --.. ·-·-·-----.. -.. Tank Ccipaci ty System Type (gal) 47.5 Manufactur~r and Medel# (or approved equal) A.O. SMITH PGS-050 SPECIAL FEATURES/REMARKS Ener·gy Cred.i.ts None -:;1::1:;;T IF I CA TE OF COM PL I P1NCE : RES ID ENT I ?'~L Page 3 CF ·-1 !::;: =---~---========~-=----------------~-----------------------------------------~= ~reject T~tle .••....... SASAN NAKHSHAB Date •••••••• 06/02/89 ~=====--~=-==-=====~-----------------------------------------==~=============== MICF:OPAs::~; v~~: .. 01 File-B602 l.>Jeather·-CTZ07 Prw.:H·a.m-FOF:M CF-1F: Use1,·:J:~-MP:l427 Us(:=r-HEF:ZBERGEFU-SP1L.EHI ENG. Run-S. F .. R. COMPLIANCE STATEMENT This c:ertificcd:e of compliancE'~_ list~,; t.h~, buildint;J featunes:, rZ1nc:l performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2 9 Subchapter 4, Article 1 of the· California Administrative code. This certificate has been sLgned by the individual with overall desicn responsib.ility c:1nd the bu:i.lding ot-'-lf"lf!:iF", tAJho shall retain a copy of it 2-.nd transmit the certificate to any subsequent purchaser of the building. When this ~ertificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which Vi:1iry at'·e indicated in the Special F£"-:1a.t1..tres/Ri:=mrZ1.1rks section. Comp;any. hddress. Phone ••• License. Siqned N-amt~ •••• Company. f'°.:iddress. Phc,ne ••• DESIGNER (date) DOCUMENTATION AUTHOR HERZBERGER/SALEHI ENG. HERZBERGER/SALEHI ENS. 1122 4TH AVE. SAN DIEGO, CALIFORNIA 92 Compan·'/. Piddr·ess. Phone ••• Signed ~ II-~/ h l, ( Title ••. Agency •• Phone ••• Sigrn-2d fc:late) ENFORCEMENT AGENCY COMF·UTEFt METHOD SUMM;:iRY Page 1 =~~-=-~==========~·======-===------------------------------------------=-==-=~= Project·Title •••••••••• SABAN NAKHSHAB Project Address ••••••••. 251~ LA CASTA AVE. Date ........ 06/02/89 CARLSBP1:0 :Oocums~t~tion Author ••• HERZBERGER/SALEHI ENG. Company •••••.•.•.••.•.• HERZBERGER/SALEHI ENG. Telephone ..•..••..•.... (619)239-4636 Compliance Method~····· MICROPAS3 by Enercomp, In~. Clim~te Zone •••• , •••••• 7 Building Permit# Plan Check/ Date Field Check/ Date ========.========•=-=-----~----------------------------------===u~============= MICPOP?;s::::: v3.0:I. File--B602 l1Jeather--CT.l:i..l/ Progr.::un-FDF.:M C--2R Usei·-~*-MP 1427 Usf21'"--HERZBERGEF:/SP1LEH I ENG. Run-S. F .. R. ------------------------------------.----------------------------------------- ------------~---=~======~=-~--------------~-=~-=~~=========-=~-~- MICRDPAS3 ENERGY USE SUMMARY = = ::::: Energy Use ( l-,:J3tu/sf-yr) ----------------------- ..... Spt:tc:e Hec:1t~1.11~1" "" !' n" "" .• " = Spt:t.Ct't Ct:scrling ..... II II II N. -Water-Heating •••••••••• = = Tc:"!"l:.al Stancrar-<;I Deisign ~5 • :2~3 1 (; a ~'5,~.) ~5 n 49 21 u 3() F'1·-oposed Desi<;Jn 5.06 2laJ.8 = *** Buildiftg complies*** ::::: Compl i~::..nc<':? Ma, ... gin ::::: = = o .. 43 = () &: 12 = = =======-r~=-=---------~--------------------J----==~=========-=-- Zone Type GENERAL INFORMATION Conditioned Floor Area ..• ~. Building Type •••••••••••••• Bui 1 ciint.;.1 F, ... on t ,Ori en t21tion. Nu~ber of Dwelling Units ••• Number o·f Building Stor·ies. Weather Data Type •••••••••• Single Family Detached Front Facing 180 deg (S) Floor Construction Typ~ •••• Number of Building Zones ••• Cdnd~tioned Volume ...... ~~-- Footprint Area •.••••••••••. Sl~b-On-Grade Area .•.•••. ~. Glazing Percentage ......... . Avsrage Ceiling Height ••••• 1 ,..., .a::. ReducedYear· F:cd !::-ed Floor 1 212() sf 0 sf 21 .9 .. 1. of F,:":: 9.5 ft E:UILDING Z:ONE INFOHMATHlN C-c,nd- i tioned ........... -_ .. , .. ___ .. ,_ ..... ~ __ .,_ .. ,.,,_, _____ , .. , .. _____ , __ ·-·-· Floor r~rea (s-Vi Volume (cf) :J:l, of Thermostat Units Typf:? Vent Special Height Vent Area (ft) (sf) ---------------. ------·-------------------------------- HOUSE Res..idenc:e 1.00 Setback 8. (l n/2. CO'r-iF'UTE\R ME'.THDD SUMMARY c--21::;; ====================~=================-=-= ==================================== Ptoje~t Ti~le •••••••••• SASAN NAKHSHAB Date •••••••• 06/02/89 ============================-~-------------------==--=--======================= MIC~6PAS3 v3.01 File-B602 Weather-CTZ07 Proqram-FORM C-2R Us£~dl:·-·MP l 427 Us::-<0:ir· .. +!ERZBF.::J;:G)ER/SALEHI ENG. RLtn-S. F. F:. ----------------------------------------------------------------------------- HOUSE 1 i\Ja 11 2 ~'J-c:'111 4 ~1L::\ 11 fj Ro<'.Jf <::> Flooi-- 7 F 1 r.::rc:H" HOUSE 1 LtJ.i ndo1,•.J ~'2 hlindot,,i ~$ ~,tindo~,1 4 !>J.i.ndow e:::· ,.,! ~\lindcit·J l •:::! l>Jindo\.".J 7 !,i.J:i. ncl o~·.J 8 Windt11,,1 s:· !,iJinc.iotAJ 10 !>Lindow 1.1 !.1Jindo~"'1 1 --; ..:. t,,Jindm·J 1 "'~ ·-· l.>Jindm·J 14 ~"lindow 15 !>J.indo\."J 16 !>Jindc:M 17 !.i.Jindo1,,J 18 t1Jindo\."J 1.9 !Ali n d rn,\1 20 Window 2:l ~\Jin d c:,1,J OP?)C:1UE SURFf'.)CES P11'·ec:t LJ~ Insul ?\c:t Sc:,1~11~ Lc:,c~d:ion/ For·m :3 Refei--c:c.'i"!C:f2 (sf) value R-val Azmth Tilt Gains Comments 1 :t:::::9 737 ~:j.56 11(5 2005 (> " () c_;> () (J 11 ~J·•7(J 0.090 0.090 0 .. O::'iO 0 .,04,:S 0 .. 046 i:::-:t 1 R-· 1 :t F~-J. :t n--11 F~·-·r q ' .:. ~· R-19 n--:1. ·=? Area# of Frame (!Sf) Pa1nes Type ti :3~5? 1 Met-ii:11 s 1of :t Meta.l f 2;~ y < Met.~11 .L 78 f 1 Met,::d :1.80 :::::~St) C/() :21~(} 0 0 0 90 Yf2s TYPICP1L 90 Yee. TYPICP1L 90 Yes;. TYF' I C{)1L 90 Yes TYPICAL () \{ es CE;: I l_ J 1·-.413 0 Ni::, OUT:3 I DE 0 No TO CRAWLSPACE GLP: ZING SURF ACES ---... ---·, --·----··-.. - Open Type Slider· :31 ideir Sl id<;ff Slider· SC J: n te1r iC)lr U-Act Glass Shade value Azmth Tilt Only Type :L . 10 18(} '7'() ():.88 d ,.-E(!J r:e s 1 . 10 1.80 90 (; q !:38 dri::l.f.)('!:.'S 1 " 10 18() 90 ()n8:3 dr;:,.pes 1 . 1(> 18() 90 0.88 dr·apes SC (·31 s-1- () n ~55 (>,:5~; () .. 5~5 --~ r.:.-1::-f,_I II ;_J,_! (~JG ~!,~ f 1 Met.al S 1 ider· 1 . j;(l 180 Cf'() ()n88 cfrapes {) .. ~j~5 , .-. ~ t':J.,::; 1 Metal 25\:) 1 Mf.;:tal i.f.9t 1 M€:tal ~:::21 1 Metal 181'< 1 Metal 3(:;tZ 1 MetE1.l 8'£, 1 Mt;.tal 10L. 1 Metal 18L 1 Metal :l8L :!. Met21l '-l\59L 1 Meta1l ,t or!,'f.:::6 P -f Met21l ..,.. .>. 75£, 1 Metal 2(>?, 1 Me-!:211 120£, 1 Met,:11 14L 1 Meta.l Surfac::e !-!DUBE 1 t1J:i.,r1c:IO\I-.J ,.., .i::. !>Jindov-~ :;_:; l~Jindow 4 l1hndci\l-J 5 v.l.indo\,\J Hir.rged 1 . 10 36(} Sl idei--1 let ~r / .... . ... :,c.1tJ S1 icier-j_ . 10 ~.56() 81 idt~r· 1 . 10 36() Hinged 1 . l(l 90 S l .ic1eJ--:l . 10 90 SlidEff :t . 10 90 Sl:,i.der 1 . 10 2,7;(i Hinged 1 10 •"°'1-,. .• -\ . ..::.1 , ... J Slider 1 . 10 27() Slider 1 . 10 27(> Slider :l . :l.O 18(),. Slider :l . 10 36(> Slider 1 . 10 36(> Slider j_ . :LO '3,SO fH ide1~ :!. . 10 270 DVEF:HANG:3 _____ ,._..,.,_, ..... -.-· t1hndov-J Oveirt-iang Height Length ~55 4.5 ,.... f)/ .. ) " ... .s 10 4 .. 5 1 . {) P22 i.J.. 5 0.0 78 4115 1 .o 36/ 4. u ~i~ 2.()/ 9(> c· .-,,-·, .) = CH:> '71() (j n88 i;:,o (>ii88 Cji) {) .. 88 90 0.88 9<) (; IS E{8 90 0.88 90 0.88 '7'0 \) .88 90 0.88 90 0.88 90 0.88 90 0.88 '7'0 (>.88 ·:;,o 0.88 90 O.B8 Over-hang Height i\~ONE 0.80 d1·-a1pes () IJ 5~5 drapes . () u 5~5 dn,ipes (i c="i:!:" .... JI -...J,_t NONE (} u f:1(} dr2,.pes;. () IS 55 drap~2~::-C>-55 dra.pes (> .. 5!5 NONE 0.80 d t-apes () "5!:5 dr·c1pes (\ f.:'1::-•.,• U • .. J,,_t d1rapes (} n :)t5 drape~.; (),, 5~5 d r 21 pes;. () u 5~; dr·apes (} 11 55 drapes () n ~j!:_!j :OMPUTEF: METH!JD SUMMP1F:Y Page 3 C-2H ::============-:::::::::::::::::::::::::::::=::::···=======-.::::::::::::::::::::::::::::::-::.:::::.-=-·--.. --=-, -·----==========::====================== )reject Title •••••••••• SABAN NAKHSHAB Date •••••••• 06/02/89 =============================== =~=~=-=~.~~-==JL=~============================= MI CROPf~S3 v3.01 Llsed:J:-·MP1427 Fi le·-Bt:,02 l>Jeathet--CTZ07 Program-FOl:::M C-2F: User-HERZBERGEF:/SALEH I ENG. F:un-·S. F. R. ·--------------------------------------------------------------------------- OVERH(..)1NE-lS --··---·-.. ----- Area. 1/J:i.ndrJtr.J Over·hang Overh2mg Surface (sf ) Height Length Height ------·-------. -·-··-_ .. _ -..... _ .. ___ --·· ----.. ·------______ .. ____ f.J-L1J ind ot•J 62 i:::--...! • :l ~5 "() 0.5 7 ~Jindm>J 2:=; r.::--..J n 1 :l .o 0.5 B \.tJi n d ,:::n•.J 49 ,:::-'•...J N 1 (). () (' i:::-• .) • ._J 9 \.i .. lindo1 .. '-J 32 ,:::· ~J n 1 4 • 0 () N 5 10 L'-lindo1t,1 1B 4.9· :l lf (> (j V ~:j 1 j_ i,Jindm•J ~)6 Lj. ti Si c," c) 0.5 :l :2 v-JindotAJ 8 4. '~ :l .o /"' t:· • ..J •.... J 1-:; ·-· l.iJindo~·J 10 Lf .• 4 1 .o () rl ~i 14· \;Jinclm·i 18 4 .4: 1 . () 0. ~5 i5 L•JindDW 18 4.4 o. 0 (>"5 16 \.>Jincioi,1 59 4.4 1 .o (} u ~5 17 l>J:i.ndow 3(> i.]." ~-:; 4.0 (}u5 18 l>J:i.ndm•J 7,:::-·' ,.J ,:::-...... 1 u 1 o.o (i:15 19 vJindow 2-0 -4.,5 -,• ... (\ c::· ,.::J IIJ,J ... ; u -.J 2(> l>J:Lndotr-1 120 5. 1 1 .o (). ;::i 21 l-tJindot.,i 14 4 .• 4 (i. 0 C i:::-.) • ;.J EXT E 1::: IO 1:::: SHt'.:!:DING ---------------- Area Shading SC of Surface (sf) Type E~·{t Shade -.... _ .. ___________ .. ------______ ,..,_ -.. -----·---_______ .., ___ HOUSE :-.::;, l~.lindow .-,,.., LL 5(>i: BUG SCF:N 0.84 4 ti.Jindow 78 5(}~'~ BUG SCF:N 0.84 c:.· -...! li.lindoi-J 36/ 501: BUG SCRN O.B4 8 L1Jindoi,J 49 50% BUG SCRN 0.84 9 l>Jindow 32 C:"('~'n/ ,:; . .,,lrt BUG SCF:N 0.84 11 l>Jindo~·J 3,~ 50% BUG SCF:N 0.84 i .-, --~·Jindow 8 50% BUG SCRN 0.84 15 l>JindoitJ 18 5<)i: BUG SCRN 0.84 16 ~,Jin dm•J 59 5(>~,: BUG SCRN 0.84 '.20 \l-Jindoi,.i 120 50% BUG SCRN 0.84 H\JAC SYSTEMS --------------- Minimum Duct Duct Duct System Type Effici~ncy Location R-value Efficiency ------------------------------ HOUSE Gas 0.720 SE Attic Air Conditioner 8.90 SEER Attic R-6.0 F:-6. (> 0.887 COMPUTER METHOD SUMMARY =============================== ·-=~--==--=---·== ~=-=========================== Project Title •.•.•••... SABAN NAKHSHAB Date ...•.... 06/02/89 ==== ===r===================== ~==========~======-============================= MICROPAS3 v3.01 File-8602 Weather-CTZ07 Proqram-FDRM C-2R User#-MP1427 User-HERZBERGER/SAL~HI ENG. Run-S.F.R. ----------------------------------·---------------------------------------- Ce,p .. :;.-· System # of ~ity Type Heate~s (gal) ------------------------- S tr.:11'· a.ge f3i:t!::-=.. 1 48 WATER HEATING SYSTEMS -------------------- Pilot Effie-Standby Input S.i.:le iency Loss Rating (Btuh) Credits O.BOO PE: 40000 Btuh n/ F.l NONE. ¥andatory Measures Checklist: Residential MF-IR NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach u~ed. Items mark:-" with an aste~ (•) m~y ~-superseded ~y more stringent compliance requirements listed on the Ceruficate of Compliance. When this checklist IS mcorpcnted into the ~it documents, the features noted shall be considered by all parties as binding minimum component perfonnance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION 13uilding Envelope Measures • §2-5352(a): Minimwn ceiling insulation R-19 weighted average. §2-5352{b): Loose fill insulation manufacturer's labeled R-Value. • §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply 10 exterior mass walls). . · §2-5352(k): Slab edge insulation -waler absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. · §2-5311: Insulation specified or installed moetsCalifomia Energy Commission (CEC) quality standards. Indicate type and fonn. §2-5352(f): Vapor barriers mandatory in ClimateZ.Oncs 14 and 16 only • . §2-5317: lnfil tration/Exfiltra tion Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leak.age. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and· scaled. §2~5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces - 1. Masonry and factory-built fireplaces have: a. Tight fitting, close.able metal or glass door b. Outside air intake with damper and control v c. Flue damper and control 2. No continuous bwning gas pilots allowed. RV AC and Plum bing System Measures 42-5352(&) and 2-5303: Space conditioning equipment sizing: attach calcul~tions. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-53l6(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-53 l 6(b ): Exhaust systems have damper controls. §2-5314(c): Gas-fired space healing equipment has intermincnt ignition devices. §2-5314: HV AC equipment, water heaters, showcrheads and faucets certifiedby the CEC. §2-5352(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); first 5 feet of pipes clo~st to tank insulated (R-3 or greater). §2-5312(Exception I): Pipe insulation on steam and steam condensate return.& recirculating piping. §2-5318(d):. Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlcL Lighting Slnd Appliance Measures §2-5352(}): Lighting -25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with interrniucntignition devices. §2-5314(a): Refrigerators, refrigerator-f~zers, freezers and fluorescent lamp ballasts ccnifie.d by the CEC. Indicate make and model-number. Form Revised December 1987 DESIGNER ENFORCEMENT .;.• . .. • ~ '.• 1---"'--~--------1 _·,. --ct ---· 't-+-----2. ...-11-+-----3 +--i'-~-+---4- ...,,._~--+--f.----,--B c· -------------------, Framing Sin~-a .Y:._- frarninv Spacing --o.c. D Aoor )r Wall D Ceiling/Roof lfW.r.~dN appOpi··~· .):a:' '-than 25 lb/1:t2 [] 25 l0 40 lb/'tt2• CJ v:r..ier than 40 lb/'ftl ............ ~ .. .Jlmale ~ 1. 7 /d' S(uCLD 2.l!:>ulL..blfJ6~ 3. I( -I l IN 5 tll.A i1 DI-J 4. 1/2!' C::>'l~uM. B'D. ·6. 8. 7. s. Ina Ide-s·urface · Air FIim (\Jae Table 2, DHlgn Values) 9~ Outalde Surf ace Air FIim · (Use Table ~. Onlgn V&Juec) ~--~i ... R-Value of Components 0,18 Q.Qfu II .oo o.'fS' Q.$ 0..17 ·Total -TIMrmal R.Mlstance (R T) IZ • 5'f .au:Mollheebowe -AVERAGE U VALUE OF ASSEMBLY (. l~ + (z.9:1:: -Q-09 lltu/(hr. • ft:1 e OF) Framing fty from Factor .,-;;- U.tii . tr tat Iced cab'atio ··-·~ ........ ~ ·--·-"' ·---· ----~ ·-··-·---.·-----·------· . ------.. , -···-..----~--------·-PROPOSED-CONSTRUCTION ASSEMBLY AVERAGE U-VALUE (Dealgn) R£SIOEN11AL Form ,, -•. . u,:-. ,~. :.i/..J:i) . .,...,.., .... . ,.......... - framing Slzit __ .. ll _ .. C Floor CJ Wall )l Ceiling/Roof lfW..t. r:lwt:kuw .,,..,;. • .,,.;g,c· CJ lea ihal"I 25 la/h' C :z.s io "° 1vtta Cl ~ INft .i(). lb/ttl Ust of Co~O!' Components A-Value tfor MCDOC'\ beic1 .. en framing ft'Mlfflbenl of Components 1. -(,<£" e,oop D./~ 2. ~t-bf~ p~ o. ot:, ·3. •/2." Pi--1..Jc.o'b 4. R.-19 t~~1t°CH 5. }f''.,ypS(.)µ._ ~~l) 7. a. tn,Jde Surface Air FIim CUM Table 2. Design Values) 9. Outalde S·urface Air FIim (Un Table 2. Design VaJuN) ·· o.tl-6' 0.17 Total ·Thermal Resiaiance (RT) ~l. D'=> aunoltheabowe AVERAGE U VALUE OF ASSEMBLY I. tip Framing Fec;ior . -:-~I.Db -- RT !!!,'n o.o!' Btu/(hr. e ft2 e OF) ~- . . .. MANDATORY ENERGY REQUIREMENTS-STATE OF CALlFORNlA <1> ALL HEATING,VENTILATING,AIR CONOITIONING,ANO WATER HEATING ,EQUIPMENT SHALL 1'1EET ALL REQ. OF APPLIANCE EFFICIENCY STOS. ANO BE CERTIFIED BY CALIFORNIA ENERGY COMMISSION. (2-l A TWO STAGE THERMOSTAT, WH!CH CONTROLS SUPPLEMENTARY HEAT ON ITS 2ND STAGE,SHALL BE PROVIDED FOR HEAT PUMPS. 13) THERMOSTATS SHALL BE EQUIPPED WITH AUTOMATIC: SETBl",CY.,WliJCH OCCUPANT CAN PROGRAM TO AUTOMATICALLY SET BAC~ THE THERMO- STAT TWICE IN 24 HOURS •. (4) PROVIDE MAINTENANCE INFORMATION FOR ALL EQUIPMENT. (:5) ALL GAS-FIRED FAN TYPE FURNACES Ar:io coo~:ING APPLIANCES SHALL BE EQUIPPED WITH INTERMITTENT IGNITION DEVICES. . (6) ALL FAN SYSTEMS EXHAUSTING AIR TO OUTSIDE SHALL BE PROVIDEO WITH BACKDRAFT DAMPERS. (7) ALL TRANSVERSE DUCT1PLENUM,AND FITTING JOINTS SHALL BE SEALED WITH PRESSURE SENSITIVE TAPE OR MASTIC TO PREVENT AIR LOSS AND SHALL BE INSULATED TO CONFORM TO PROVISIONS OF SECTION 100:5 OF T~E UHC,1982 EDITION. !Bl A VAPOR BARRIER IS REQUIRED IN CLIMATE ZONES 1,14,ANO 16. (9) ALL MANUFACTURED wrNOOWS AND ,SLIDING GLASS DOORS SHALL MEET THE 1972 ANSI AIR INFiLTRATION. STANDARDS ANO SHALL. l•E l.Ert· TIFIEO AND LABELED·. C.lOl ALL SWINGING DOORS AND WINDOWS LEADING T-0 UNCONDITIONED Ar,CAS SHALL BE FULLY WEATHERSTRIPPED. C 11 > STORAGE TYPE WATER HEATERS AND STORAGE AND BAC~·:w-~ 1 ANlt !. FOR SOLAR SYSTEMS SHALL BE .EXTERNALLY WRAPPED WITH R ·I:.'' INSt.n.A TION OR GREATER.· . <12l THE FIVE FEET OF PIPE CLO~EST TO THE WATER HEATER, IF OU1'51DE CONDITIONED SPACE,SHALL BE INSULATED WITH A MINIMUM OF R-~. STEAM ANO STEAM CONDENSATION RETURN PIPING ANO AND RECIRCU- LATING HOT WATER PIPING OUTSIDE THE BUILDING ENVELOPE SHALL BE INSUl:.ATED IN ACCORDANCE WITH T20-1406<D>. C13) LAMPS USED IN LUMINAIRES FOR GENERAL LIGHTING IN Y.ITCHENS ANO BATHROOMS SHALL .HAVE AN ,EFFICIENCY OF NOT LESS THAN 2:; LUl1ENS PER WATT. (14) SHOWERHEADS ANO FAUCETS SHALL BE ECUIPPEO WITH FLOW RESTRIC- TORS AS OUTLINED IN THE APPLlANCE EFFICIENCY.STANDARDS ANO SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION. ( 1:l) MASONRY AND FACTORY-BUILT FIREP.LACES ON EXTERIOR WALLS SIIALL BE EQUIPPED WITH TIGHT-FITTING CLOSEABLE 1'1ETAL OR GLASS DOORS COVERING THE ENTIRE OPENING OF THE FIREBOX; A COMBUSTION AJR INTAKE EQUIPPED, WITH A READILY ACCESSIBLE,OPERABLE,nNU rJCl111 FITTING DAMPER.TO DRAW AIR FROM THE OUTSIDE OF THE BUILDING; ANO A TIGHT FITTING FLUE DAMPER WI·TH A READILY ACCESSIBLE CONTROL. Clo) INSULATION USED SHALL COMPLY ·WITH CALIFORNIA-QUALITY STANDARDS. (17> THE INSULATION Il'ISTALLER SHALL POST A S·IGNED CERTIFICATE ••• SECTION 276. AFTER INSTALLING INSULATION, 1HE lNSTAL!,.ER SHfll.l. POST IN A CONSPICUOUS LOCATION IN' THE BUILDING A CERTIFICArE SIGNED BY THE INSTALLER ANO THE BUILDER STATING THAT THE INSTALLATION CONFORMS, TO THE REQUIREMENTS OF TITLE ~4,PAr.T ~. CHAPTER 2-!53,ANO THAT THE MATERIALS lNSTALLED CONrORM ~IIHI . THE REQUIREMENTS OF' TITLE 20,CHAPTER 2,SUBCHAPTER -4. ARTICLE 3. THE CERTIFICATE SHALL STATE THE MANUFACTURER'S NAME ANO MATERIAL IDENTIFICATION,THE INSTALLED "Rw VALUE,ANO <IN APP-LICATION OF LOOSE FILL INSULATION> THE MINIMUM INSTALLED, WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'S LABELED DENS'ITY FOR THE OE!:,IREI) "R" VALUE. C 1 DI FOR I NF IL TRAT I ON CONTROL 1 ALL. OPENINGS "/\ND PENETR/H I CIN$ MIJS I BE CAUL.KEO AND SEALED,S~H A~ AROU,..O ,WINOOW!.,AT !?C•!-L l·'LAIE.!:>, ANO crENINGS FOR UTILITY PIPES ANO WIRES. ·NPrC SIZING ~--·---=-=-========-=-=--=---------------------------------------------------- Proj ec: t: ·Tit 1 e. • • • • • • • • • S(.)SAN . NP1KHS!-·ll}1B =·rojei_ct r~ddress ••••••.• 251t::i LP, CP1ST(.) 1~VE .. C(-:)RLSBPrD Documentation Author •.. HERZBERGER/SALEHI ENG. Company.~ •••••••••.•••• HERZBERGER/SALEHI ENG. Te 1 ephone. . . • . . . . • . • • . . ( 6 Vi)) 239-46:::::6 Compliance Msthod ..•... MICROPAS3 by Enerccmp, Inc. Di:1te. • • • • • . • 06/02/El9 Building Permit# Plan Check/ Date Field Check/ Date =======~ ==-====-----------------------------------------------==~--=========~ MICROPAS3 v3.01 File-B602 Weather-CTZ07 Proqram-HVAC SIZING User#-MP1427 User-HERZBERGER/SALEHI ENG. Run-S.F.R. ---------------------------------------------------------------------------- GENERAL INFORMATION Floor Area •.••.••.....•.... 3535 sf Volume •••••••••••.•.....•.• ~3583 cf Sizing Loe a ti.on. . . . . • . . . . . • OCEANS I DE Latitude ••••••••••••••.•••• 33~2 degrees Winte~ Outside Design .•..•. 37 F l•J:Lnter Ins;.idf2 Dr-2!=.:d.i;Jn ••••••• 70 F Summsr Outside Design ••• : •• 80 F Summer Inside Design •••.••• 7'8 F Summer Range ....•..•..•••.. lO F Sl-1adin·g Llsed:i =• .. rt II n n n n n n n :1 ii t·~o Latent Load Fraction .••.••• 0.20 HEATING AND COOLING LOAD SUMMARY -..... _--.... -..... _ .................. _, ______ .. _,, ____ -... _ .. __ ,. .. , .. _______ _ Heating Deseription (Btuh) Opaque Conduction and Solar...... 17574 Glazing Conduction .••• ~·········· 28060 Glazing Solar.................... n/a Infiltration •••••••• ~............ 14502 Internal Gain.................... n/a DL\C: t. Sn II n • • n • • u n n • n • • n u ft • 11 • • n n = n n ,s 6()'14, Sensible Load.................... 66150 L':"'"i:t t.er1 t Load • • • • • n • • ff n " .. • • • • • • n n • " n/a. Coolfng (BtLth) .s:~,76 1701 21()() ~.:!:3(>5 36356 7271 ---------------------- 66150 Note: The _loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoo1'" de:•sign temp(er2.tures!, coil s.izing, avi:;1il.-::--tbility of equipment, oversizing safety margin, etc., must also be considered. It is the H~iP,C design(-:.>r' s responsi bi 1 i ty to consider all -facton;;. \1-Jhen sel (:?cting the HVAC equipment. CEC Maximum fer gas central furnaces only: 1.3 X ( 66150 + (10 X 3535)) -131951 Btuh Ce;ti 0 ficate of Compliance: Residential Project:J:itl~ HVAC SYSTEMS Minimum Duct Type· (furnace, air Efficiency Location Duct conditioIJ.er, heat pump) (SE, SEER,HSPF) (attic, etc.) R-Valu.e FLJ 12AJA-th 0>[~ , ' J Mr/t:::.. 'Gt' Maximum Furnace Heating Output: /_'/ 1C,· 000 Btuh. Output (Btuh) (Page 2 of 2) Date Manufacturer/ Model # (or approved equal) CF-lR ~'.k~ P~ ~qt; 8&3t'bO ~o ~000~~··_· __________ _ HOT WATER SYSTEMS System TYPe (storage gas, etc.) Tank Capacity Manufacturer/Model# . (orapgroved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifi~ations needed to comply with Title 24, Chapter2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This c~rtificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. · Designer Name: Title/Firm:-----------'------- Address:. Telephone:------,--------------'- Lie. #: · (signature) Documentation Author .Name: (date) Title/Pirm: --------------'--'-..,.----Address: Tel~phone: --------------,-...... (signature) (date) Form Revised March 1988 Building 9wner Name: Title/Firm: _____________ _ Address: Telephone: -------------- (signature) Enforcement Agency Name: Agency: . ..,.. .. _____________ _ Telephone: · --------------- (signature or stamp) (date) L£. I 'I -= -e=e L c;_ f-e-eo tQ ..Jrz0 ~~6 ?; 01g 0~ ~ 9.Si7 (\I QO/ (YJ CL..62. VJ-(r~ 0 ~- 0 0 0 <? ~~4o ~<t C>\- ..A..D 01 - 0 0 h1 ~ 0PJ 'i, v t.!t =-0d")~ -1...,,1 -170 , -/. 0 f?,-I '._ ~ \ ('I I o) ,_ ~f-F'l~v \\ ~ Gt;. '-cl Mandatory Measures Checklist: Residential MF-lR NOTE: Lowrise residential buildings subject to the-Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk(*) may be superseded by more stringent compliance requirements listed on the Certificate of C9mpliance. When this checklist is iricorporated into the pennit documents, the features noted shall :r~~ be considered by all partie$ as binding minimum component perfonnance specifications for the mandatory measures i~;fJ whether they are shown elsewhere in the documents or on this checklist only. ~,:,;, ---------------------------,-------..------..------, DESCRIPTION Building Envelope Measures * §2-5352(a): Minimum ceiling insulation R-19 weighted average. §2-5352(b ): Loose fill insulation manufacturer's labeled R-V alue. * §2-5~52(c): Minimum ·wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). · _ §2-5352(k): Slab edge insulation -water abSQrptiQn rate no greater than. 0.3%, water vapor transmission rate no greater than 2;0 perm{mch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and fonn. §2~5352(f): Vapor barriers mandatory in Climate 2'.ones 14 and 16 only. §2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CECquality standards. §2-5352(d): InstallationofFireplaces - 1. Masonry and factory-built fireplaces have: a. Tight ntting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HV AC and Plumbing System Measures §2-5352(g) and 2-5303: Space conditioning equipment sizing: attach-calculations. §2-5352(Q) and 2-5315,, Setback thennostat on all applicable heating systems. * §2-5316(a): Ducts constructed, installe4 and insulated per Chapter 10, 1976 UMC. §2-5316(1>): Exhaust systems have damper controls. · §2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HV AC equipment, water heaters, showerheads and faucets certified by the CEC. §2-53520): Water-heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); frrst 5 feet of pipes closest to tank.insulated (R-3 or greater). §2-5312(Exception I): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Poolcover. 4. Time clock. 5. Directional water inlet ··-- Lightillg and Appliance Measures DESIGNER ENFORCEMENT v v §2-5352(1): Lighting -25 lumens/watt or greater for general lighting in kitchens and bathrooms. v 1----,.,---,~-----i §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. v §2-5314(a): Refrigerators,refrigerator-freei.ers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. Form Revised December 1987 . ,I., -Certificate of Compliance: Residential (Page 1 of 2) CF-lR Project Title Date Project Address Building Pennit # Documentation Author Telephone _Jo Checked By / Date Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 01 CO ft2 Building Type: (check one or more} _jL Single Family Hotel/Motel _-_ Multi-Family (less than 4 stories) --Addition -: __ · Multi-Family (4.or more stories) Existing-Plus-Addition Front Entry Orientation: North/ East/ South/ West/ All Orientations (circle one or more) Number of Dwelling Units: Floor ConstructionType: Infiltration Control: Slab/ Raised Floor (circle one or both) Standard/fight (circle one) BUILDING SHELL INSULATION Component _Type Wall ............. . Wall.-............ . Roof ............ . Roof, ........... . -flo.or ............ . Floor ........... .. Slab Edge .... . GLAZING Glazing - Orientation Front., .. ~) Front .... ( ) Left.. .... (~) Left ...... ( ) Rear ..... (tl) Rear ..... ( ) Right .... (8) Right.. .. ( ) Skylight ...... . Skylight. ..... . Insulation Location/Comments- R-Valuc (attic, to gar~ge, typical,etc.) Shading Devices Area (sf) l&>O Glass Type Interior (single, double) (roller blind, !!tc.) ·'7i,A~ae,. _ .I Thickness Exterior (shadescreen, etc.) Overhang (yes/no) THERMAL MASS Type/Covering (slab/exposed, tile, etc.) Area -(sf} (inches) Location/Description (kitchen, bath, etc.) Framing Type (metal/wood) M~L '• . {,§;-}.> ,.._,:,.,:.;~ ( .'],,'/,°<' il}ifl '"-. .J;, Point System Summary: Climate Zone 10 Project Title BUILDING DATA Conditioned'Floor Area ?;"'10() Number of Stories __z__ Slab/Raised Floor Rjt,Jcl!; Check all applicable Unit type condition(s): [~ Single Family Detached (SFD) [ ] Addition Alone [ ] Single Family Attached (SFA) [ ] Existing Building [ ] Multi-Family (MF) .[ ] Existing-Plus-Addition SCORECARD Measures 1. Ceiling Insulation ?,c:, or R-value (30] U-value [0.035] 2. Wall Insulation I I or R-value[11] U-value [0.098], 3. Raised Floor Insulation tvA. or R-value (19] U-value [0.037] 4. Slab Edge insulation ,.__, ~ or R-value [0] F2 factor[0. 77] Date North East South West Skylight Total 5. Infiltration Standard ~ 1 t.t:A~~~~ 6. Glass Heat Loss -~ _} r '• .. , ·~ ~ IZ"!,z. ~~ T;ype·[double] U-value (0.65] % Total Glass [ 7. Shading (Shade Open) %Glass SC Eff. % Glass a. North I~.?.,,. X oi·as. = q ~-, . .-~, b. East /, (, X o.~ = /, :fl c. South ~-1 X a,.-:-.-· = a~~4 d. West --z..-1 X 0,7'1 = ""2. ' 1 e. Skylight X = 8. Shading (Shade Closed) %Glass. SC Eff. % Glass , North t,. '{ij&,1' /}6 a. /.~1~ X = I • ,, b. East l.e 'a X &J,a:>6 = I. I c. South ~t 4-X e,..,t'.'.l')O;, = 3:-:!2 d. West 'Z,1 X o .. ~6 -b--~ e. Skylight X = 9. lnterior Thermal Mass /.~ Interior Mass/CF A 10. Exterior Wall Mass A}k Exterfor Wall Mass 11 • .HeatingSystem 11~ X 'ic g . = • "5~· Z9nal Control? ( Y{!fj) SEorH F DuctE~iency [0:78] Effective SE or (0.72/6.6] HSPF (0.56/5.15] 12. Cooling System X = I.JI),.. Zonal Control? ( YIN} SEER[9.5] Duct Efficiency [0.74] Effective SEER [7 .03] 13. Water Heating 50, -Type [SG] Credit [nooe] Glass Area ~5:0 l'.PQ ?1::)0 t_co -SfQ Point Scores &:1 0 C? t!' 0 ~r ~t-1 .t:P 6 0 c:, -4 .;-e, ,,_. ,rt;-,., -de). 4-"2- a Point Total: Fonn Revised-March 1988 P-2R %Glass l2 •?. /, v, ~.4 -2.,1 --1..i,1 -~/-1 Sum 1-6 -l Sum7-10 +2 (? D 0 '' ' ----~.:L<Ltp. '· ·¥'~I C.,, .. : ~-'2/_~!!!.-_ ------:----- ------=--/;_L,_J_!Z,,_:. "!p-,oo:::-l@~~~.-:..-_..,:_-~---·· __ ., ____ _ ~-. . ., ! :,.•. -i-..' ,._..,_,,.- Mandatory Measures Checklist: Residential MF-IR NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance . _ approach used. It.ems marked with an as1.erisk (•)maybe superseded by more stringent compliance requirements listed on the Certificat.e of Compliance. 'When this checklist is iocorpcrated into the ~it documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether the,Y are sho,1.n elsewhere in the documents or on this check.list only. DESCRIPTION Buildin2 Envelope Measures • §2-5352(a): Minimµm ceiling insulation R-19 weighted average. f2-5352(b): Loose fill insulation manuf~cturer's labeled R-Value. • §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average {does not apply 10 exterior mass walls). · f2-5352(k): Slab edge insulation -water absorption rate no greater than 0.3%, w~ vapor transmission rate no gre.ater than 2.0 penn[mch. · §2-5311: Insulation specified or installed meets California Energy Commissioo (CEC) quality standards. Indicate type and Conn. §2-5352(1): Vapor barriers mandatory in Climate Z.ones 14 and 16 only. §2-5317: Infiltration/Exfi.ltration Controls a. Ooors and windows between conditioned and unconditioned spaces designed to limit air lw::.age. b. Ooors and windows certified. c. Ooors and win4ows weatherstripped; all joints and penetrations caulked and sealed. §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory-built fireplaces have: a. Tight fitting, close.able metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVA.C and Plumbing System Measures ~2-5352(&) and 2-5303: .Space conditioning equipment sizing: attach calculltions. §2-5352(h) and 2-5315: Setback thennostat on all applicable he.ating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC~ 12-5316("0): :Exhaust syst.ems have damper controls. §2-S314(c): Oas-fired space heating equipment has intermittent ignition devices. §2-5314: HV AC equipment, water heat.ers, showerheads and faucets certified by the CEC. §2-S352(i): Water heater insulation b~et (R-12 or greater) or combined int.erior/e;,;terior insulation (R-16 or greater); first 5 feet of pipes closest to tank insulated (R-3 or greater). §2-5312(E:i.ception l): Pipe insulation on steam and steam condensate return & recirculating piping. §2-5J l S(d): Swimming Pool Heating l. System has: a. On/off switch on heater. b. Weatherproof instruction plat.eon heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet, Lighting and Appliance Measures § 2-5352(D: Lighting._ 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with interrniuent ignition ~vices. §2-5314(a): Refrigerators, refrigerator-freezers, freezers and 0uorescent lamp ballasts certified by the CEC. Indicate make and model number. · Fon'n Revised December 19S7 DESIGNER ENFORCEMENT ·---1---4--------1 AVERAGE U-VALUE (Dealgn} J- --CJ ...,_ __ , ~--2. ~i-+-~3 :l--r-"'6-t---4- Hr--7"'--+-+---B Framing Sin Z.." • .Y:,_- . CJ F!oor )ir Wall CJ Cailinca/Roof lfW~d>«.tllM IIPP •i.lll• wwf1h(: )3:( •-ihan 25 lbl'ha C 2.s 10 40 1b-'tt'. CJ vr-ier than 40 lbl'fll Form 3A Ust 2i:-~:1on Componems tfof -· · -1rem1ne ~ 1. 7/d' S(uCLO 2. ~IL.blfJC:i. ~ 3.1(-1 t IN5Ul.Ai1~ 4'. 1/2..11 6'1PGvM. B'D. 6. e. 7. 8. 9. lnelde· Surface· Air FIim CU.. Table 2. 0nlgn ValUN) Outafde Surface Air FIim CU.. Table 2, DMJgn V&SuN) -~-•m: ... R-Valu• of Componefltl Q. (8 Q.Ob II .oo O.Ei? 0.11 Total ·TMnnal R.~ (RT) IZ .$'± ..,.. o,tt,e abgn AVERAGE U VALUE OF ASSEMBLY (. lB + {z.~ -'2·!29 Jn,'/{hr. • ft 1 • 0 F} Fr.,.lng .. from F1etor T_ abo¥e U.tii · tr tat lc.w1 cala Ila .... ---4-4--'-···-. ------~-· -·------·· -----· PROPOSED-CONSTRUCTION ASSEMBLY .. AVERAGE U-VALUE {D••lgn) RESIOENTIAL . Form 2:__ ~Sa_ ... _. C Floor C Wau )l Ceiling/Roof lfW ... ~r/'NI ..... ~;,,· .,,.;gN:: C .._ Olea, 21 1a1tta C 21 .., 40 llvfll C · ~ Nft ~ 1111ft' Ust of Construction Comc,onenta ~--,-.. (for~ NC'ls,.en tr-.nint ~ 1. -(, <.£ &,of# 2. 'Svcc-blMG! p~ 3. •/2." pr,_y..Jc.otJ "· f<-19 (lo-4~1t'c»l s. ~, ,vPSAJ,.,,,_ ~~t> 6. 7. 8. lnald• Surface Air FIim CU.. Tablt 2. OMign Valun) 9. Outalde Surface Air FIim CUM Table 2. ON.lgn VIJuNJ · . . ' -· ClWY. :../..,;,:,;i ... A-Value of Compon.nu 0./~ o. ex:, t).foZ 0.17 Total ·Thermal Resistance (RT ) '2-l . O'=, IUfflolthe llbowe AVERAGE U VALUE OF ASSEMBLY {.l{p Framing Feetor + -z,l.l)b = 0.05' Btu/(hr. e ftZ e OF) MANOATORY ENERGY REQUIREMENTS-STA·TE: OF cnur-ORNIA ------------------------------------------------ (!) ALL HEATING 1 VENTILATING 1AlR CONDITIONlNG,ANO WATER HEATING EQUIPMENT SHALL HEET ALL REQ. OF APPLIANCE EFFICIENCY STOS. AND BE CERTlFIEO BY CALlFORNI-A ENERGY COMMISSION. (21 A TWO STAGE THERNOSTAT 1WHICH CONTROLS SUPPLEMENTARY HEAT ON ITS 2NO STAGE,SHALL BE PROVIDED FOR HEAT PUMPS, 1:0:) THERMOSTATS SHALL se: EQU·IPPEO WITH AUTOMAl'Ir: Sl!Tl:lr,C,..,WHJCH OCCUPANT CAN PROGRAM TO AUrONATlCALLY SET BAC~ iHE THERMO- STAT TWICE IN 24 HOURS, . (4) PROVIDE MA·INTENANCE INFORMATION FOR ALL EQUIPMENT. l:S) ALL GAS-FIRED FAN TYPE FURNACES Al~O coo~:ING APPLIANCES SHALL BE EQUIPPEO WITH INTERMITTENt IGNITION DEVICES. (6) ALL FAN SYSTEMS EXHAUSTING AIR TO ouTsioe: SHALL BE PROVIOEn WITH BACKORAFT PAMPERS, 17) ALL TRANSVERSE OUCT,PLENUM,ANO FITTING JOINTS SHALL BE SEALED WITH PRESSURE SENSITIVE TAPE OR MASTIC TO PREVENT AIR LOS~ ANO SHALL BE INSULATED TO CONFORM TO PROVISIONS OF SECTION 100:5 OF T!;iE UMC, 1982 EO,ITION, 18) A VAPOR BARRIER IS REQUIRED IN ~LI MATE Z.ONES 1, 14, ANO 16. (9) ALL MANUFACTURED WINDOWS ANO SLIDING GLASS ODORS SHALL MEET THE 1972 ANSI AIR INFILTRATION STANOl'\ROS ANO SHALL. t1E LEn· TIFIEO AND LABELED, (10) ALL SWINGING DOORS ANO WlNDOWS LEADING TO UNCONDITIONED AREAS SHALL BE FULLY WEATHERSTRIPPED. I 111 STORAGE TYPE WATER HEATERS AND STORAGE ANO EtACF:Ur' 1 ANltt. FCJR SOLAR SYSTEMS SHALL BE EX-TERNALLY WRAPPED WITH R·I:.' INSIJI.A (12) TION OR GREATER. ' THE FIVE FEET OF PIPE CLOSEST TO THE WATER HEATER, IF OUTSIC'E CONDITIONED SPACE,SHALL BE INSULATED WITH A MINIMUM OF R-~. STEAM ANO STEAM CONDENSATION RETURN PIPING ANO AND RECIRCU- LATING HOT WATER PIPING OUTSIDE THE BUILDING ENVELOPE SHflLL BE INSULATED IN ACCORDANCE WITH T;z0-140610). 1131 LAMPS USED IN LUMINAIRES FOR GENERAL LIGHTING IN Y.ITCHENS ANO BATHROOMS SHAU-HAYE AN EFFICIENCY OF NOT LESS THAN 2~ LUl'IENS PER WATT, . (141 SHOWERHE:AOS ANO FAUCETS SHAU. Be: E0UIPPEO WITH FLOW RESTRIC-TORS AS OUTLINED IN Tl-£ APPLIANCE EFFICIENCY STANDARDS AND SHAl:.L 8£: CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION, 11:il MASONRY ANO FACTORY-BUILT FIREPLACES ON EXTERIOR WALLS !illALI. BE EQUIPPED WITH TIGHT•FITTING Cl.OSEABLE METAL. OR GLASS DOORS COVERING THE ENTIRE OPENING OF THE FIREBOX; A COMBUSTION AIR I NTAl<E EQU I PPEO WI TH A READ 1 LY ACCESSIBLE, OPERACiLE, /'\NL> rJ Cll!1 F'ITTING DAMPER TO DRAW AIR FROM THI::. OUTSIDE OF THE BUILDING; .ANO A TIGHT FITTING FLUE DAMPER WITH A READILY ACCESSIBLE Ct:>NTR~. 116) INSULATION USED SHALL. COMPLY WITH CALIFORNIA QUALll"Y STANCIARDS. 117) THE INSULATION INSTALLER SHALL POST A SIGNED CERTIFICATE ••• SECTION 274>, AFTER INSTALLING INSULATlON, 1HE INSTALLER SHf'\1.1. POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTlFICArE l?lGNEO SY THE INSTALLER AND THE EIUILDER STATl·NG THAT Tl-IE INSTALLATION CONFORMS TO THE REQUIREMENTS OF TITLE =4,PAr.T =· CHAPTER 2-:53, ANO THAT THE MATERIALS I NSTALLEO CONrORM ~I l 1 H THE REQUIREMENTS OF TITLE 20.CHAPTER 2,SUBCHAPTER ~. ARTICLE 3. THE CERTIFICATE SHALL STATE THE MANUFACTURER'S NAME ANO MATERIAL IOENTIFICATION 1 THE INSTALLED "R" YALUE,ANO tlN APP- LICATION OF LOOSE FILL INSULAT!ONI THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'S LABELED DENSITY FOR THE OESIREO "R" VALUE, <1DI FOR INFILTRATION CONTROL,ALL. OPENINGS /'\ND F'ENETRfHICIN!:i MtJ!:il BE CAULKED AND !?EALED,SUCH AS AROUND WINOUW!:i,AT !;(tLL !'LAI£;.~, ANO O~ENINGS FOR UTILITY PIPES ANO WIRES. HERZBERGER/ SALEHl 8~GINEERING 11 '.,?2 4TH,, P,\JE;:.. ;:'.l.1 I TE -;:;·09 SAN DIEGO CA 92101 CEILING ........ R-19 !.J...1 r::~·1 I.. .. I.... II o " ,, " " II " II II ,:::.: ..... .I. :I, FLOOR ..... ~ ..•. R-19 .Dt.Jc::-r 1, " " :, " 1, It " .. 1, <::> " <) MAKE & MODEL -UNll #1 f1HEE:1v1 P(?.:,LI.J .... :I. ON(."i .... ·,J 1::;, 81 MBH OUTPUl GLAZING ........ DOUBLECBACK SINGLE> l''I (; I< E:: ,:{.: 1··11 DD E !... Uh!I T :!:i:'..'.''. t:)l<YLIG'HT ............ I\IO SHADING ....... DRAPES KITCHEN ......... 00 SF SATH .............. 00 ENTRY/HALL •. r,,00 1··11::JH~TH ... ,, ........... 0,.) )Y, ll fr II U II 11 11 II 11 11 II 11 II 11 (>(1 ;{( 11 l'I ll 11 11 11 lt fl 11 11 11 ti ll 11 ()() * II II U Jl M ~ fl II 1: II n It II 11 ()(} :,{< II ll II II II II II ll II II II II II II ()() * It 1l It II If II ll II ll ,: JI -11 N II (H) ;~ 11 II 11 -II 11 U II U II It II ti II fl (t() 00 I! II II II II II II Ii II II \-1.J('."i'l"E:F:.: HE(1T I NC !3Y!!:;TEM .................... -............ ,. ... , ................. . M0KE & MODEL .... ,, .... A .. O. SMITH PGS-050 4 '/ • ~.'5 ur::11.. .. COMPLIANCE STATEMENT~ J: CEJ(I" :i: FY TH(,f'j" THC c::.r::-::1.. .. Cl....il...JYT' I Di\i::3 C':Cll\iFCiF:.:M l,.,j I TH Pii .... l... THE nccn....1 I ::::;E_MEHTF; UF C.E,C. TlTLE 24 FOR COMPLIANCE WITH THE ENERGV KDANDARDS. -=::::=~--:::;.a..,~\ .... ___ .......... t ...... -e==-· _· -__ _ CERTIFIChTE OF COMPLIANCE: RESIDENTIAL -::::::::::::::;:::::::::::::: ::.::::::::::::;:::::;::::::::::·:::::::;::::: ::::::::::::-.::::::::::;: ::::::.:::;:::::::.::•::.::::::::.::::::::.:::::::: ::::::-.::;::::::,:::::::::::: ·:::::::::::·:. :::::::::.::::::::::::::::::::::::::::::::::: ..... MOH .. , .... : .. : •• ,.,:: .. :.:.,::: •• ::,:.::,: •• ::; .. ,,, .... , o,oo,:,:,!::.,:::,,,,.000>000 Oo O•OHO•O" nnooo•oo ,0 n OHH nH HU ......... :, ... : Project Title .••.•••.•. SASAN NAKHSHAB Project Addrm55 •••••.•• 2516 LA CASTA AVE. D0ts ........ U~/2~./80 Cf.\F;;I....E/Bt~D ____ ................................................... . Documentation Author ••• HERZBERGER/SALEHI ENG. Ccirrq::i.i,tr·1y •• · .• ·• • • • • • . • • • • • 1 .. ·JE:f'.(Z. Dl::TH:11:::n / i::i(1LEH :i: [J,.i[i • Telephone ••••••..••.••• (619)239-4636 Bu :.i .. 1 d :i. riq F'E,~i,·m :.i. t 'i:l· _______ ................................. .. Plan Check / .Date .......................................... ___ ......................... .. Compliance Method .••••• MICRDPAS3 by Enercomp, Inc. Climate Zone ••.•.•••••. 7 Field Check/ Date ~:: ::::: ::::: :::: ::;:: :::-=~= ::::: ::::: :;::: ::::: ::::: ::::: ::::: ::::: ; ::: ::::: ::::: ::::: :::::: ::::: ::::: :::-:: ::::: ::::: ::::: :-:::: :.~:: ::::: ::::: ::::: ;:::: ::::: :::·: :;::: ::::: ::::: ::::: ::::: ::::: :·::! i:~ ::::: ::::: ::::: ::::: ::::: ::·:: ::::: :.::: ::::: ::::: ::::: ::::: ::::: ::;:: ::::: ::::: ::::: ::::: ::::: ::.:: ::::: :::.: ,:::· ... · .. :.:: :.:.: :: .. , ... :. ::::-.• :. : ... :::: ,• .:· .. ;: .:.:: ·: : ::: . C:i.,::1:;·:.:inq MlCROPA93 v3.01 File-8602A Weather-CTZ07 Proqram-FORM CF-1R User#-MP1427 User-HERZBERGER/SALEHI ENG. Run-8.F.R. GENERAL INFORMATION Conditioned Floor Ares .•.•• Building Type •••••••••••••• n1.1 i 1 c:! :i. n <.;) F 1'"01"'1 t O I' ... i. Ell"'! t-::A t .i C::,i .. , • l\lu.m bE,• I'" c::i + DWE·» 11.i n c.:.1 u, .. , it. i,;; ••• j\J L\ ri'f i:::, f.-:~, ,,.. c:i + ~;:~ t:. C) t· .1. c·:·:.1 E-=. " II II ll " " ,, ii " ,. i:::·1oc:ir .. C::on!::;.t;.1,·uc:t:i.c::,n fypt,2 • ., •• In·f:i1tr·,::tt:J .. <::li"'I Ccint1, .. 01 . .,,. . ., .. ::=:; 1+ ::~; 0 1,; + ~::>ir .. ,t;_:_t l ~:::.:, F·-.':':\i'i'1.1 .l \l E>r.-:,~t.-.... ::tr:: J···,E·:,c:! Front Fsc1ng 180 deg 1S! :I. :•·:, .J!,. BUILDING SHELL INSULATION Component Insul Tvce R-value l....oc:aticn/C::ommente ................................................................. , ....................................................................................................................................... , ......................................................... , .................... .. Wall R-11 TYPICAL.. ;::~c:io+ CE: I!.... INC 1:::· 1 ()\:)!'" fi'.·· .. l 9 OUTf.:) 1 DE !I TD [:pf:1~1.JLElPhCF ,1,1, o + In tc-::~i, .. J .. 01' .. i:::· r .. ;,1 m :i. n (.:.:. Dr i<J,!l"l t,,,\ t :.i. on (.~I 11 .. £:z.,r::t ( !::,.f) F· ;,,1 n ,,,.1 !,;,. d h.iii1 c:I :.i. n q Shading Dverhang ., .. I ·~/ J:JF·:! ~\/ :.\. j"j c:I C)~\I t,.J :L n cl o hl l,\lindot.\t i,,J.i.ndCJ\.-\1 \.-1.JindD!l.l ·\,,J:.i.nc:ic,,;\i ~,.Jin d c, t,\i \Al :i. n d D\.-\t ~,Jindc, ... \I l•J :Lr, c:i Ct~·, ::::· r <::1 n t. ( !::; ) F;, .. cint (U) .(:{,;;·, c:: k ,: l\l) I:)i:.iC \.:: ( I\I) Iil,::\C k ( j\j :1 F-'.:i..\Jl .. ·it (F) l....i:!.• + t. ( i,/) L.. !::! f 'i::. ( l·\1 ) f!c.':\C k ( l\i) Eli:i•.C k (!\I) :l. :I.;::: :I. 1 • j. 1 :i. c:\ I' .. ,:':\ p fi:? s; CJ!' .. i:':tPf!!.•!S .D F;: t~ PE:::::; l\iU!··i[ DF:;,::'.,PE!::l DF((~1F'EE, DF;:i:;F·EG r:!1···;;,u:::,~"·i,;;. J\lc::int:·:·) !:.=s () 1X, :i:::t c.1 c-3 E1 c:: Fi'. J\f Noni:1.1 No1·':F!.' ::::i(i\, F:3U1.:::. scr:::1·-..1 l\lc,nE,· YE:.1!::: \·· E~'~:;:. 'l (-~-:, ~::: \: ~:.:.,~:::. ASSUMED HVAC SYSTEMS Aseume~ Duct Duct i::,, ~~11:~ tJ rn 1::::! c:I ~:;i \l r:::-t. (·:::, ff1 E: + ·1:: :.t c: :i .. f:.-:, r .. , c:: ·\,: t .. c::r c: i.~ t. :;,. c .. , r .. 1 i::;~ ... M \/ {:fr. :t 1 ..• t i-::-:, c:·J{·::·t ~::; P, i I".. Cc1r .. , c:I :.l. ti on i·:,~ I' .. !·1!i:;1 ·(:.,,,, . .I. l'-'i ;.:,! t i,1. ]. Mr2t;;,1. 1 Mic?.•t,:.'l:i . !"i ,?.';! t ii:•. 1 1··1lr;.,-I....,;;,. :1 l""ii,:~'!':.i::\ 1 lv\;;2 'l:i.::t 1 Mr,:1t.,;,1. 1 1'1iF:!'i.:.,::'<.} ' CERT :t FI C(fT'E OF crn-..iP!.... I (11i\!Ll:!i ~ i-:::F::b :i: DE:J'-1 ·:" I Pd .... ProJect Title ....•.•.•. SASAN i\!AKHSHAB l) i::1 t F!: • ,. ., ., , " " ,. ( i ,::·, ,:' ::,:· :::. / ::,J ,.::, ::::: ::::: ::::: ::::: ::::: -::: ::::: ::::: ::;:~ ::::I ::::: ::::: ,: _! ::::: ::;,: ::::: ::::: ::::: ::::: ::::: :;::: ::•:: ::::: :•::: ::::: ::::: :::: •• :;:; :::,: ,:,:: ,:: ! ,:,,: ::::: ::::: ::::: ::::: ;:::; :,:;: ::::; ::,:: :::,: .::,: :::.: ,:.,, ::.,: ,:•:, ""' ,::., ,.,;; ,:::: ::::: ::,.: ::::, ,.;; ,,:,. : .. :, .,:,. ,..,, ,.,,. .,,., ,,,., '" ' ,.,., •• " '''" ,,;,! ;,. ::,:,. ,,:: !,. • ,,,., ,,:., .,,,, .... ! "' • ••••• • ••• •••• ••••• User#-MP1427 User-HER/BERGER/SALEHI ENG. H1:.':!,Y,1 t:.i..n9 Coo 1 :i .. n <.:.:,1 Coe, 1 :i. n \'.J Co:! .. l ACTUAL HVAC SYSTEMS hc::t.U,::1.l Ef f ic :i<;~ncy Output Manufacturer and Model# (E!tuh) (or approv8d equal) RHEEM RGUJ-lONA-JR CEC Maximum Output for Gas Central Furnaces: 127247 Btuh WATER HEATING SYSTEMS T r::1.n !·= C: ,,,\.p ,,,1, i::: :.i.. t v 1··,-1 i::\ n u + "''· c: t:. u. ,, .. f,, 1,· i::1 n.d !"'I c::, c.i E~ .!. ,1,1, Storage, Gas 47.5 A.O. SMITH PGS-050 N~,e SPECIAL FEATURES/REMARKS ___________ ..................................................................................................................................................................... .. _____ ..................................... . ,:::::!:: ..... t j::.· ::::: ::::: ~:::: :,_: ::::: ~:~ ::::: ::::,, :::: ::::: ::~: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ;:::: ::::: ::::: ::::: ::::: ::::: ::::: :::.: ::::: :::: . ::::: ::::: ::::: :;::: :;::: ::::: ::.::: .,::: ::::: :: :: ::::: ::.:: ::::: :: .: ;:::: :::: ..... : :::.: .... : ::::. ::: .. :;;:: .: ... :::.: ..... : .. : ... , ... : ... : ......... : .................... , ............................. · · ........ ·· ............... . ::::: ::::: ::::: ::::: ::::: ::::: ::·:: :::;: ::::: :::::.::::: :::::::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::;:: ::::: ::::: :.:;: ::::: ::::: :::·: ::::: :::·: ::::: ::;!: ::::· ::::: :::::~::::-::::: ::::: ::::: ::::: ::::: ::::: :·::: :::.: :;::: ::::: ::::: ::::: ::::: ::::. ::::: ::::: •• :.: .:::: ...... ::.: .. :.: .:: •• : .... : ,: : ............... ~. ..... ..... ..... , ..... : . ... •. • •. . . • ................ , 1··,.1 I CF?OF··i':If:S::~; v::::, .. 0 :I. F :l. 1 ~,~ ····· E< t:,. 0 :·,;;: (,, f.,J f:,: i::1 t../""i <::,, v .. ·····CT Z () :;: ;:: ' 1•· c::i q I'" ,::1 rn ····· i:-:· D !·::: l'·I CF:····· :I. F< U l:;:. (·:.·) I' .. :j:I:· ... 1··,'! F' :!. .<'.!. ::? '? U~::.(c:: ,, .... ···HEF;: Z :GE::f::Gi::::H / HP1L..i::::1··! .:. 1::::1\iU,, r::ur, ..... ::3,, F,, F:,, COMPLIANCE STATEMENT 'f {·"': i m:. c:: t~:, r· t. :i. -f i C:: ~':':·t t f.~·:1 c;:, -f t:: C) i'fi 1::J J. .i ff:t J'"i C f.{·:1 ]. :i. !:::-t:. :::; -1:: ! ... , \-:.-::: l::;i Lt :.i. .I. d j. n \::.: f f:.~' -:':'!1. -1::. ~..l r· (~·:! ~;;;. l:':·1, r i C i i::·: \·:·:'' r' -f C'.i 1"" In i:·:·1 f .. , C t·::·:1 specifications needed to comply with Title 24. Cna~t~r 2-53 and Titl0 20. Chapter 2. Subthapter 4~ Arti~le 1 cf the CdJifornia Adminisi:rative c0de. Thi sr, c !1,:1' .. ti f i. c ;;\ tl,'? 1 .. 1.1,,. i,,, b(;,•<,2n i;:. j. <;I 1·1 ~,:id b-y· thF:: J .. nd iv .1.du.,::11 \·'-' :i. t: , .. 1 nv1,::!!' .. i::1• 1 1 dr:,~i::-:1.. ()n responsibility and the huilding owner,, who shall retain a copv of it ar"id 't':. r· i~t r .. , ~:::-rn ]. t. t. h E:· c:: E·~· ,, .. t. :!. ,1:: :t. c:. ~·::\ t. t·:·::.· 'l'.· C) ·:'::1. r"1 ;l 1:2. Lt l:::i ~::. t::·! q Lt~·'::·! f'"i t i:::i u. 1,-c: h ·:':·:,. ~=~ c·:7~ ,,.. Li + t l--1 F:':.' !:::i u. :i. :I d :L n (;1 " l,.1J I·: F.:.· r ·. thi ::::· Cf:,:t' .. t:i .. + .Lc::,,,1.-l::.f::! o+ c:..::im\·:1 J. :.ti::1.nc:E~ i ·,;;;. \::,.u.bm:1. t tfi.·id +c,1···· ,;;,. i;;,.:.i.nq 1 t::,· 1:::,:..1.i.1 1.::1 int/ n 1,::•n i·:.u l::,(,'2 l::.,u ;.L]. t: :i .. n tnU l '\:: .i. p 1 ·f:! C•l' .. :.tl!:::n t,:\ t .'!.. cin:::: ;, i::1. J. J. bu :i .. ]. Ci :i.r1(J c::c,n1::.fi~l' .. V i:t -\.:. :! .. c:,n ·{·f:.ii::1 't.U!r·ii.,:'.::: !,\, J"·1 .1 c:: f ·"1 \.1 i:':\ ,, .. ·y :·:':·,. r· (·:·:-~ :L r-1 cl :i. c:: l:':'t t:. r~ c:i :.i.. r·! t:. , ... 1 t·:~·:' ~:::: p 1::·:·~ c:: :.i.. e:r. I f. <·:~; \·::t t.1 . ..tJ" \·:-:.: ~::; / f,.: ~·::~ ,· n ,·::·t , .... k ~::. ;:::. f:·:~ c:: t .. i c;i r·, tr Cc)mpi:,1ny. r,::idd1· .. i:,,•:::;i;;;,, F' , .. ) D r·H,~ n ,, ,, ___________ ....................................... . I ·1· c· r·,1·-r.··c-:, ::·~·~····'''· l.::H.:./ / /_../_½ ................ .. t·i :.t 1.1 ..• n f."! c:1 o-.::. .... ' .. -··· · ·=-====-· --~ ---.,. -e,. 2.1 H --............. .::,... . ~ .... : .. . ( d.:::(t(•:'2) DOCUMENTATION AUTHOR Name .. ,,,,. HERZBERGER/SALEHI ENG. Comp0ny. HERZBERGER/SALEHI ENG .. Addressr 1:1.22 4TH AVE. !::;(11!\i DI EE-)0 !' CP1I ... I Fc::ii:~.'.f· .. I J (..")1 ')2 p !··°! CH.H7!' " • " q:1 .. 1··-·,·1~\ 1· -~ i , ..... t .. ,,llt::.f., ............. . .. ~~ ............ :: .......... - ( cl;;~ t<"·!) l\l ;,°{{\ ffl I:'.!!! 11 11 JI ti Ccim.p,::\n y ,. ,:::)c:I c:i l' .. t:.1!H;::::· .. T.it.lt:i:•,, .. ,. . F·'h<::H .. 1€·:.',, ,, , ..................................... ---·· .... , ................................................................. . . ........................... __________ _ ENFORCEMENT AGENCY ................................................................................................... •····---- ............... _ ................................................................. _____ _ COMPUTE~ METHOD SUMMARY ;:::: ::::: ::::: ::::: ::::· ::::: ::::: ::::: ::;:: ::::: :::;: ::::: :;::: ::::: ~.-::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: :::;: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ;::·: ::::: :.::: ::::: :::.: :;::: ::::: ::::: ::::. :.::: ~:: ::::: ~:::: ::::: ::::: :.::: ::::: ::::: ::::· ;: . .: :.::: ::::. ::::• ::::: ;:::: .:::: :::: ::::: ::::: ::::: ::::: :.::: ::::: ::::: :::.: :::.: ::::: :.·:: ::::. ::::: :··: ::·:: : ::: ::::: ::::; ::::: ::::· Project Title .......... SASAN NAKHSHAB Project Address, ....... 2516 LA CASTA AVE. C ti 1::;: L.. l:l D (,'.~, D ................................................................ ·----' Documentation Author ... HERZBERGER/SALEHI ENG. (11..1.i :tc.iir·,q F°E:l'"·m:i, t :j:r ,.::: c::i ff! p ;::,. r .. , \/ II II I! II ·1 II ti II II 11 II ,; II II ti II I· .. ! I:::. i:::~ z E: 1:::: i:;;~ c:i 1::: 1::;! /' ~::) ,::·:1 I.. .. t:: j .. ,j I r:::: i\l E·J ., ____ ..................................... . ·r (~~-~ 1 E-~ p h C) n (~~l u It :: ll 11 , ,, u u Ii " Ir :: ,, II ( t::) :t ,:? ) ::? ::::: ~:}) .. , .. i.j :;:·:~ ::::i ,:::~ Plan Check/ Datra .................................................... ___ _ Compliance Method ...... MICROPAS3 by Enercomp, lnc. F 1 f!!! 1 d C I ··1 l!::) c:: k / D -:::\ t. r-,·:· Climate Zone ...•....... 7 MICRDPAS3 v3.01 File-8602A We2ther-crzo7 P~ogram-FORM C-2R Ui:,f::•1,·:l:l:· .. ·MP :!. .<'.i-'.?'? i .. i!::'.F21' .... ···H[~f,:ZJ:<EhCJF::R/i:3(~1L..EH I Ei\11.::i., F•:ur,····b. F. H. MICROPA83 ENERGY USE SUMMARY E: n (':'i: 1•··u V U i:,; (·:·,• ( k .F:3 t.u / i,::. ·( ..... Y 1···· ) -Space Heating ......... . ..... ~:;) pi:':tC: (~Xr c:c,c:) 1 :!.. l"l (.:.~ " u " II .. II II ,, ,, It ..... ~\I ~:·t t: c-:~:c f'" ! .. ·J f'i:J ~::t !.:·. :i. l''"r (~:J II :, 11 11 U 11 11 n II 11 b t .,,,; n cl ,::1 t· d D S'!! !:::• :i. G.I l"i ::.:.) .. () l.j. F' !'" C:,1 po !:Sf!!!CJ Di:.,•!::'-. .tqn *** Building c::omplie~ *t* GENERAL INFORMATION Conditioned Floor Area .... . [: c:r rn 1:::r 'I. :j. ;-°:f.1'"1 c:. t-:~~ i' ... !{::i. r·t.:_:! .:t. r°f Building Type ......•.. ., ... . Single Pamilv Deta~ned Building Front Orientation. Nt .. iml::)(,~1'·· c,f Di . .,11;£: 11 :i.nq Uni ts •.. Number of Building Stories. Weather Data 1ype ......... . Floor Construction Tvpe .... f\lumi::)C·:::1'· o-f Bui 1 d in<,;:,i IeinF,~~,,. , • Conditioned Volume ..•.•.•.. Footprint Area .....•....... Slab-On-Grace Area ........ . G1Et:,:in~.:i F'i:;:,,--c:c,~nt.ii,\(JF!!.• ••••••••• Average C8iling Height ...•. F1·-·C",, .. , t F,,,1c:: "i..nq :I. UO df.,·ic;.:.1 ( b) :I. ,., .. • 1::. F< ,,,l i i;;; F·,:· c:1 r· 1 ci o ,, .. :l. ::::; :·;:":: ~=.=_;; E~ !.:.::.i c:: ,;,: () ~:::.+ BUILDING ZONE INFORMATION ----~-----------------.--- Ce1nd····· ',)c:i]. l..'.i!"lt::! :j:(: Cl-f 2'.c:inr:~ Typ€'!.· itic:ln('!!.•d {~s·f) (c+i Un:i.ti:, ·Tvp('!.:, ( ,( ·i::.) HDl..Jf::)E n f½) !:::· i cl (,:,•n C \(:, :i. • 0 U 13 f:.·! "t'. i:::, <;;!. c.: k ~::5 11 () l~ :::. + ) COMPUTER METHOD SUMMARY r;--.. ·2F-,: ======================================~~=~=~==~-~L~~~-~-----------·--·-------------. . Project Title .......... SASAN NAKHSHA2 ::·::::::::::::::::::::::::::::;:::::::::::::::::::::;.::.:::::::::::::.:;:::::::.:::::::::::::;::::.::;::::.::::::::::::::::::::;:.:: .. ::::::::: .. ::::::::::::::::.:.::::.:.: .. :.:.: .. : ........ :.: ... : .. : ...... :." .... ::.: ............ : .... :: .......... : .............................................................................................................. ,. ....... : .... . MICROPA83 v3.01 File-B602A W~ather-CTZ07 Pro9ram-rORM C-2R U ·::::· f·:: 1,·· :!:i: ···-MP l 4 :2 7 U i:::-1::;,, r· ·····HE::::: :.?.: BF!-::: Ci E i::( / i::; P, !.... E::: H :f !:::: 1···.i t::, • 1:::; t .1. n ····· i:, .. i:::· ., r::: .. ------------------------------------------------------------------------- HCJU'.::l!:::. 1 ~\!c,t 11 ~::·~ l,>.,1 :.'~!. 1 1 4 l>Ji::i 11 '.::, F;'.QO-f 6 FlcJe<r 7 f 1 o~:lr· HOU!::;E: 1 t.aJ:i.ndClw '.,;;: \.•.JindDltJ ::;:: ~,J i n c:i D ~·J 4 t,.,1.indo~·J !;:j ~,J_inc:!Dt·\1 6 l,,j :L n d 01,1 ? 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I Nb 99 0.046 R-19 0 0 l\lc, 01 . .JTf:i I Di::: 1979 0 .. 046 R-19 0 (; i\lc:i ··1·u c.:F::t1V.iL..HF:·r,c1:::: GLAZING SURFACES ;::lC Jr\tf::?l'":i .. c:<1'·· P,r f2 c:\ ~* r:::i + F" 1,-ii:\ inf,,: ( ~::-+) F',::\nf,:'.'1::i rypE~ :i.4 70 ... , ..... , .. ) / :!. () :i.f::) ,:?El l ::::;{::l 40 :I. :l. ·! .,, :l :I. :I. l"\ .,::. :l :!. :I. ·l .,. :t HClt..Jf3E jvlf!!:t.i::\,J. Mf.0t,::t 1 j"l!f!!,1 'l-.'.l:':t 1 i°'"lf:!ti:~. l Mi,:,,-t;;,11 j·lif!.•:.' -1::.i:~ :i. 1··1!(:'::tiii•.l Mf:::t,,~ 1 i"i1,-, .. t1::1l M(:::·,t;.;-11 1·,·Ji-:.·:-l::.i::1 l Mr;•-!::.1::\:!. i"JF!.:• t .. :;,\ 1 1"'"11:,::•t.:c:11 i""'i t:-,:, t. i::\ l i'-'I (!:!: t cit 1 !""'!(,'!: t-:::\ 1 !°-lif:,:•t,;;,}. M~-2 -i::.,,,\ l M1,-:,1t.;;;,.:i. l"-11("~ t,::\ 1 l H:.i..ncic:l~'-J :2 [.,.J,.indo~·,1 ,:.j. i.,J.inc:ic,t.•,I Op<",·n TypE~ LI····· P,ct Gli::\1::;1::; i3h;;idF:.' v,::1:l.uE• t~i;;.'.mth T.i.:!.t C.11--,J.v Typfa ;~;;]. :.l.d(:'::•I' .. 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(0 ::::; C .... :,::: I::;, ::::::;:::::::: :""' :':: :::::::::::·:.::-.:::::::::::· :::-.::::-.::::::::::::;:: .·::::::::::::::::::::::::::::::::::::: :::::;:::: :::::::::: ::::::::::::·:::'::::•:: :::::::::: ::::: ::::: ::::: :;:::::::: ::.::::::: ::::: ::;:: ;::::::::: ::::: :::::::::: :::::::::: ::::: ::::: ::::: :;:·: :::::::::: .:::: ::::: ::::: ::::: ::::: ::::::::::~:::::::· :::::::::; ::::: ::::: ::::: :::::;:::: :::.: ::::: ::::: ::::. ::::::::.: Project Title .•..••.•.. SABAN NAKHSHAB ===========================~========~====~====~==~====:======~===~~=~~~~~~~-~---- MI (:J,:;C)p(.,,\::;.:::: ..._,.::~;. 0 :I. F j_ :i. c;i-·-P6U2{.':i \1-k,•i:i•:I:.: !'"1f:'~ !'" .... ,r:::T z,;)? ? j"'OCi )·" :::•.f'i'l""·FUH!·.-, C -<:,':'.i:::: User#-MP1427 U~er-HERZBERGER/SALEHI ENG. 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'._'::i [.,._i in ,::i C::,I;'./ :i. 6 t.,.J i n ci ei \., .. , :!. '7 f.,J .:l. n c:i o ~-.J :;:: :I. ~,J :L n c:i ci,8 :t .~:,. ~5 (> :;":1 1-:·:{ t..1 C-3 r:> c~ i::;~ !\I 78 sox euo scm~ 36 50½ BUG SCRN ~~ 50% DUG SCRN 52 50½ BUG SCRN 32 50½ BUG SCRN 26 50% BUG ~LHN 36 50½ BUG SCRN :I. ~::~ ~=.:; () :.:~ :t-::, 1..J GJ ~:::: c:: f 1! l\i fl ~-~.,(>','.•;: BUG ::;;ci::::N 32 50% BUG SCRN 138 50% BUG SCRN 40 50% BUG SCRN l'1i :i.. n :i. ff1' ... \ n, Duct (} tr fjij. () 11 ~;:~ <~I- (·, II E~·:".f. ()" ESil, (i.,H4 Uuct. !::1\/S::-'l:.!·'.'!.·m T'y pEi·: E::: + f .i c: :.i. f:i:nc:: v L .. oc:: ;;;, t :.:. en 1::::-.... v i:,1• l UE,• E ·(-/' :.t. :::: .i ,;,~n c ·,1 Gas 0.720 SE At:t.:l.c Air Conditioner 8,90 SEER Attic ... COMPUTER METHOD SUMMARY ,::_:·-···2R ............................................ : ........................................................... , .............................................................................................. , .............................................................................. , ........................................................................................ , ............ .. Project Title ........•. SASAN NAKHSHAB MIQ~OPAS3 v3.01 File-B602A Weath8r-CTZ07 Progr·am-~DRM C-?R User#-MP1427 User-HERZBERGER/SALEHI ENG, Run-8.F.R. ,1,1, o-f Ci::\pi:\""' c:: i tv WATER HEATING SYSTEMS 1:::: f ·f .ic ..... ;!3ti::\l"'Jc:! by Pilot Inp1 .. t-l::. Type. Heaters (gal) i0ncv Loss Rating (Btuh) Credi~s ------------------------------------------------------------------------ Ei t <::'.If" iiit (J F!: E·)ti:).!::> :l. ij. () C· () (J l? t. u. I· .. , n./;,,,. \.> H\JP1C; \:; I Z I NO ::::;.::::::;:::::::: :::: :::-.:::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::·:::::::::::::::::::::: :::::::~:::::::::: ::;::::::::·::: ::::• ::::: ::::::::::::::::::::::::::::.:::::: :::::::::::::::::::• ::::::;::: ::::::::::::·: :::::::::: ::::: :• ,: : .... o• :, .:: ..... :. ,: .. : .... : :::,,:::.: :::.,: .. :: ..... : .... :, ... o>rn ............... ONH UON .. :,: .. ::: .. : .. ::, , '" , .... ,: ........ ::·. Fl I'. C) .'J c-:~1 C:: t. ·r .i -l':. 1 'E•': n II n 11 .1 11 11 11 I' 11 ::::~ {,,:) '.:::~ :~::-1 I\! !\I (.'.':·1 I< l···I ~::> l···i (~, E·: Project Address ........ 2516 LA CASfA AVE. i::::: i,'.: 1:.:: 1.... '.::; D (,:1 D Documentation Author ... HERZBERGER/SALEHI ENG. Company .....•.••...•.•. HERZBERGER/SALEHI ENG, ·r (~·:! 1 i:':~1 p j· .. , C< r, (·:,'f.r II " II II II Ii 'I II .. " II :: II II ( i:::, 1. c; ) ~,? :5 ,::i:i ..... f.J. <;°:) ::::; ~::) Compliance Method ....•. MICROPAS3 bv Enercomp, Inc. Date ........ 00!2~/89 ______ ...................................... . Building PRrmit. # .................................................. ___ _ Plan Check/ Date Field Check/ Date :::::. :::!! :::: :;~ ::::: ::::: :::: ::::: ::::: ::::: ::::: ::::: :::::. ::::: ::::: :::;: ::::: ::::: ::::: ::::: ::::: .:::: ::::: ::::: ::::: ::.::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: ::.:: :: •• ::::: : .. : .:.: •.•• :. ::::: ::::: ::::: ::· .! :::. -::::: :: .. : .. : •• ::. • .: , ... : ................. : ................ :::: ... ; ....... ,:..: .:. : ....... : ............................................... ··-· ....................... ., MICROPAS3 v3.01 File-8602A Weathet~CTZ07 Program-HVAC SIZING Ur:,;t:01,·:!:i=····MF' :I. ,,'.!·27 U~::.E1t· .. ··l .. lEPZE![F::GE:::F:./b,:~,,!....[H I E:::l.,.iU. F•:un·· .. E. F. n. Floor Area ......•.......... 3430 s+ Volume .. , .................. 32585 ct Eli;::.inq l.. .. oci:,,tion ........ ,, ... OCE:P,i\l]31))E Latitude ...........•....... 33.2 ~eqrees W1nter Outside Design ..... . "·1•••"1 1••" •• ::, / 1·-- Winter Inside Design ...... . 70 F Summer Outside Design ..... . Summer Inside Desiqn .•..•.• ::::)i.t.ff'l(i"lii.::!l'" i::;.'.;~·tt'"i(]f:'2 II II U II II ll" " II II II 11 11 II 11 :LC> F' Shading Used .•••••..•.•.••• No Latent Load Fraction ....... 0.20 H8ating Cooling De::i,,cr·ipt.:i.Dn (:Ht.uh) (Dt:uh) Opaque Conduct.ion and Solar...... !577~ 579:1. GlBzing Conduction............... 27~55 1694 Glazing Solar.................... n/a 21548 Ir"1·Y:.i]. t.11 .. <':':r.t.;Lc;n II II Ii u II :1 II II II II t: II II II II II ii n II II II :1 .<:j.()·7 .I. .. ::, .. ::,:,::'. Il'"1tc.•:·:~r·r .. ,(::tl c::;(·::iin fl II II II II II" II u II II II u II II II II ;r ,1 II r·,.l:":":1, ::?:i.(i(':i ))u.c t·,~:::. fl 11 11 U II II II II Ii Ir II 11 II II It II n n If II If /\ 11 JI II II 11 11 ~:,=:.i'/t::~cl ::::; :i. ,(,!,,~:) Sensible Load.................... 63582 346:1.1 i....-c:·tt~:~:-r .. ,-t ... I....C)1,'::\d :I II ;1 II ·t II ;l If II II II 11 II 1: 11 II II It rt II n II Tot;,,1 J. l....oi::td l\l<:)t.1:::~~ Th(·::.' lo'",di:2. i,;;1·"1CJt,,Jn ii:1I'"(:·:,, only one::.,, o+ thE,' c::r .. :i.-l:.c:,,1'"ii,1 .,,,1+·rF:,,.:::tin~;1 th(,;;, 1,:,0,:lE·:c:+·.1or-1 of HVAC equipment. Other relevant design fact~rs such a~ air ~10~ requirements, outdoor design temperatures, coil sj.zing, availability of equipment. oversizing safety margin, 8tc., must al~o be considereri. It is t h (';2 j .. ,1 \}AC ci (·:, .. 1,;; i (I n .7,·) 1r· . ~;; !'" f::) s pc, n i::i i i.:) .i. 1 i t: V t: Ct c:: C) 1 ·: 1:,, :i, d (,·.' I'" ;;;( 1 :: + ,;;,, c:: t C< i' .. ·;;,. \.'J h i·;i• r·, '.':, ('•::• 1 f-!: C: 'l: .i. I"': i,:~ the HVAC equipment. :I. • ::::: ;,( 3430>> -127247 Btuh CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan DEVELOPMENT PROCESSING ·sERVI~ES DIVISION 2075 LAS-PALMAS CARLSBAD, CA 92009 (619) 438-1161 ~~°! Check No. ~(f~.7;/1 1/" This form shall be used to determine the amount of school fees for a project and to verify that th.e project applicant has complied with the sc·hool fee requirements. No building permits for the projects shall be issued until the ce.rtification is signed by th~ appropriate school distrkt and returned to the City of Carlsbad Building Department. SCH00L DISTRICT: __ Carlsbad Uni-fied San Marcos Unified 270 West San Marc·os Blvd. 6350 Yarrow Drive Ste. A Carlsbad, CA 92009 (438-5710) San Marcos, CA 92069 (744-4776) __ Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 __ /._ San Diegufto Union High School 710 Encinitas Boulevard (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: f/_./ !{.f-J. .J A ,.J I.~ APN: :::lit-3/.(-t; I -----=-"------'----------'-----'--------- Project Address: :-./2 -5 / b ~ ,.1 c oST/ d ;/e ~ RESIDENJIAL: SQ. FT. of living area .j']c C Numbe·r of dwelling units I SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA \' l~,_,.:i_.. t :,,_o l -1/p_J 'ij, 1 Pre.pared By ~ /\. \ ( J Date ,..{ _, ._,,. ~ ....... f ' --------------------------------------,--------------------------------------------------- --· FEE CERTIFICATioN (To be completed by the School _District) Applicant has complied with fee requirement under Government Code 53080 Projec;:t is subject to an existing fee agreement Project is exempt from Government Code 53080 -----Final Map approval and construction started before September 1, 1986. (other school fees paid) / ____ Other ------------'----'----------------------- Residential Fee Levied: ¥_Cl. $ 5, JSJ<j: ~ased on J700 sq. ft.@ $_.,___ ___ _ based on _____ sq. ft.@ ______ _ 10---llo' Title AB 2926 and SB 201 fees are capped at $1.53 per square foot for residential. AB 292(5 is capped at $.25 per square foot for commercial/industrial. Date CERTIFICATIO~ OF COMPLIANCE ., po_ ,.c;-::) J CITY OF CARLSBAD Plan Check No. 0 c__._/?1 / · DEVELOPMENT PROCESSING SERVI~ES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 ( 619 ) 43 8,-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the_ school fee requirements. No building. permits for the projects sh~ll be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Buiiding Department. ·SCHOOL DIS'l;RICT: -----Carlsbad Unified San Marcos Unified 6350 Yarrow Drive Ste. A 270 West San Marc·os Blvd. Carlsbad, CA 92009 (438-5710) San Marcos, CA 92069 (744-4776) .;..;..._./_ Encinita·s U~ion Ele~entary 189 Union S-treet Encinitas, CA 92024 (944-4306) Sa11 Oiegufto Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) Project Applicant: _ _______,..,Ua....cJ_,.___._J{ ____ t{ ______ S_fi_A...,.....B _ ___,...,..._ APN: cl/~ -3 HJ-_QL_ J . . Project Address: dJ;5 I fo ..Lfi Cos~ df/ e · i . RESIDENTIAL: SQ .. FT. of living area ..?/76 0 Number of dwelling units I ,SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SCA Prepared By ~ D,;1.te . '/,-,_J '€1 -----------------------·--------------------------------------------. ---------------------- FEE CERTIFICA!ION / (To be ~ompleted by the SGhool District) / Applicant has complied with fee requirement under Government Code 53080 ----'- -- Project is subject to an existing fee agreement Project is exempt from Government: Code 53080 __ Final Map approval and construction started before September 1, 1986. (other school fees paid) __ Other------------------'------'------------------ Residential Fee Levied: ~Sr"-"/, 0 based on ,d 7 0 0 sq. ft.@ "'. t; f tf' Comm/Indust Fee Levied: $ ------based on -----,,.---sq. ft.@ _____ _ ~l~ School District Official AB 292& and SB 201 fees are capped at $1.53 per square foot for residential. AB 2926 is capped at $. 25 per square foot for .commerci,;1.l/industrial. .. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR ··SEWER SE.RVICE · . .The· application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. . . APPLICANT MUST SUBMIT EVIDENCE OF BUILDING ·PERMIT WITHIN. 60 OA)'S. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER .PERMIT. THE SEW-ER CON-.. NECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. . . . . A six-month construction period shall be provided and sewer service charges. for the balance of the fiscal year . shall be -collected at the time of application for sewer permits. Sewer service char:ges for subsequent fiscal years shall be collected on the tax roll in same manner as. property taxes. If the six-m·onth constfuction period extends into the subsequent fiscal year, a prorated sewer service charge for that fiscal year: shall .l:>e collected on the tax roll. in.the same manner as property taxes. The full sewer service charges for all subsequent years shall .be collected on · the tax roll in the same manner as property taxes. There will be no additional fee or refund if_ service actually com- mences on a different date. The· prorated sewer service charge shall not be required in those applications for s~wer permits for subdivision.s. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision. Sewer service ch·arges ·shall commence upon close of escrow and will be the responsibility of the buyer. '· · If a service lateral is required, it will be installed by the LEUCADIA COUNTY WATER DISTRICT. The serviqe . laterai is that part of the sewer system that extends from the main collection line in the street {or easement) to the poirit in the street {at or near the applicant's property line)·where the service lateral is connected to the applicant's building sewer. The app·licant is responsible for the construction, at the applicant's expense, qfthe.sewerpipeline (:building sewer) from the applicant's plumbing to the point in the street {or easement) where a·connection is mad~ to the service lateral. . The connection of the applicant's building sewer to the service lateral shall be made by the appli'cant at his expense. The connection must be made in conformity with the District's· specifications, rules and regulations; anc;I IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HISAUTHORIZEO REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION rs DESIRED. ANY CONNECTION MADE TO THE SERVICg LAT!=RAL OR COLLECTION . LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE·CONSIDERED INVALID A.NO WILL NOT BE ACKNOWLEDGED,. . ,In the event unusual construction conditions occur, such as blasting, ;jack hammering hard rock, dewaterihg; etc., the applicant sf;all be liable. for any cost over and above the established charge. · · The Inspection Deposit will be refunded upon the completion of satisfactory inspection of ~he connection to ·. · the District's sewer system. The Inspection Deposit shall not apply in those cases ii') which. t.he applic'.ant' has paid · plan check and inspection fees for a subdivision. · . OWNER'S NAME Sas an Nakhshab MAILINGADDRESS:' 2134 Carol v,ew Dr-#302 Cardiff, Ca. 92007 PHONENUMBER:_....,,9_4=3-_0_4_81 __ ~--- SERVICEADQRESS: 2516 La Costa Avenue TRACTNAME/NO. La Costa s~OT# 22 ASSESSOR'S PARCEL NO.: '.216-360-01 TYPE OF BUILDING SFD NO./UNITS 1 CONNECTION FEE:$ .· 2,:600 • 00 · LATERALSIZE:. . '._EASEMENT:-'-.-··-· __ ..,._,..,. EXTRAFOOTAG E: __:.___@ $ . ; . Foot=···-----'-""'" EXTRADEPTH:~$. Foot ___ _ LATERAL FE. _E.......,...·--. ·----"----.,,.,..._--.----,--=-,,--'-,,--:-'-- INSPECTION Dl;POSIT __ -. ----"---·-· ..... • ~',--0_· ·~o_o--'-'-_ PRORATED Sl;Wl=R SERV. f !=E---,,--,-,...,.4~0·-· 3,...,,,5 ..... ,__ TOTAL. . . 2,690: 35 . PAID BY: CASH---CHEC'K #_._8-'-_3_9_· --'-,~"-'- The under.signed hereby agrees that above inform&tion given is correQt and agrees to the conditions as · stated. ~-/A',,/ 1--16,-89 W,V.R. .l 89H0 Owner Signature Date Rec'd. By Account No,. Ref:· 15 s: 'PERMJ:T 1 ---- ----- r;, ,,~.,_~,/'!'<" "~,5", .~ '\ 5--r_}>' lo r--,, .____, t.?_-::::s._ & )' l__ ---· ........ ~-·-....... ..-...... .._ _ .. __ -· -· ~--~---. .._, ...... ____ .. __ ·-· -- L L-r--'\ Jig_, f/i-,jfA ,~, 0-L,M ' ' .[ fl::i\j :£.__ \tbq GU'\ , ,Jf e--· f-.c. I 2:-1 ~ to :R' t1..-5 Cll ~R____ (2 ''I, 7 V -~ r "f=",'..:. J2 -i.JR.11\C,e<-c,":C ~ £ &E vvJJ [ ~7re;e:, / Cc f, (,. , / ('"-' o V /6/ 11, llfflc..~ t: iJ~ i:.., NGvJ ~ ~ 10/a,, ~ i/-)3 1/ 4/J fltac ~ FINAL ENGINEERING UTILITIES -WATER DISTRICT BUILDING RCD /0//K" .51L? J AGREEMENT SCHOOL FEE F Cot 0 ENVELOPES IN DUST WASTE PLN-ENG CORF PERMIT SIGNE[ BUSINESS LIC. WC COMP BU IL DI ·NG 11/16./89 Q8:4.9 ;l?a,ge 1 of 1 Job .Address: 2516 LA COSTA AV P~rtnit Type: P;LAN CHECK REVISION Par"cel No: Valuation: 0 Con,s·truction Type: NEW .. ,. P E ·RM :t. T St:r-: · . PCR No: PC.R89022 :Proje.q:t No: ·A.8900922 ·. Devei:opment No:. Fl: . Ste: 14.06 11/16/89: 0001 01 . 02 · , . G-PRMT 95-00 Occupancy Group: Clas·s Code: · Cfi IJ:'?13 s·tatus: ISSUED Descript.ion: REVISION TO RETAINING WALL · · : 'Appliea, ·· .11/14/89 ·*** : INCREASED HEIGHT APPRVD BY Fees Required *** ·-. '', MIKE GRI.M Apr/Is-sue·, . 11/14/8-9 Validated.-By: CD *** .,,. .. . fFINAt t\~f~()\f Al . rNSPo . OA'Ht ~-· CLEARANCE ___ ....._ __ , CITY OF CARLSBAD"'" .. · . 2075 Las Palmas Dr., Carlsbad· CA 92()0_9 (619) 438-116i 'I :PERMIT APPLICATION City' of Carl>Sbad Buflding Department 2075 Las Palma_s· Dr., Carlsbad, CA 92009 (61sJ 438-1161 EST. VAL. . .• · . . . • . . . . ~-·-i· '5. tJ'() PLAN Cl( 'DEPOSIT_ -~:fLY .. 1. PERMIT ·VALID,. BY_•g.;+--,-----~"---,;-,--,;.------'-- DATE --,.....;.--7"l~f-"'7--f'-~ ... e--.;....._ .A Q COM.MERC!Al: NEW ·TENANT IMPROVEMENT ,B -0 INDUSTRIAL ONEW OTENANT IMPROVEMENT C -9-(RESIDENHAL _ QAPARTMENT. D_CON.DO JKsINGLE FAMILY DWELLING O·ADDITION/ALTERATION .ODUPLEX ODEMOL!T!ON ORELOCATION OMOBILE HOME OELECTRICAL OPLUMBING . ,OMECHANICAL OPOOL OSPA ORETAINING WALL OSOLAR 2. ·PROJE~T INFORMATION PLAN CHECK No. · Address 2. !5/(p Near,ast Cross ·streets ·-LEGAL ·DESCRIPTION Lot No. Subdivision Name/N\Jrber Unit No. Ph?Se No. CHECK BELOW IF SUBMITTED: 02· Energy Cales 02 Structural Cales 0 2 Soils Report D 1 Addressed Envelope EXIST.ING USE . ~ROPOSED ·USE BLDG,. SQ. FTG. . # OF STOR!ES 3. 'CONTACT PERSON NAME ~~p.l\J NAt~ lt~~ ADDRESS STATE t!,/b, • Z;P CODE Of!4?t} Lr . !Viev<l ~, DAY TELEPHQNE df4 ? -a 4~( CIT,Y ~!FF SIGNATURE 4. APPLICANT D CONTRACTOR 0 AGENT FOR, CONTRACTOR ADDRtSS DOWNER ~GENT . FOR OW~ER DAY TfL.Ej'HONE NAM_E CtTY STATE ZIP CDqE 5. PROPERTY OWNER OWNER QLESSEE OTENANT NAME c\ry_ STATE ADDRESS ZIP CODE DAY. TELEPHONE 6; . CONTRACTOR J'. NAME CITY STATE STATE LIC. # ADDRESS ZIP CODE' LICENSE CLASS _____ _ DAY TELEPHONE SIGNATUR~. TITLE CiTY BUSINESS LI.C. ·# DATE DESIGNER ,NAME ADDRESS ZIP CODE CIJY STATE 'DAY-1ELEPH0NE STATE LIC. ,# WORKERS' COMPENSATION Workers• C~nsation Dectaration: I hereby affirm that I have a certi-ficate of consent to self·ins.ure issued by the·D,jrector of' Industri'al 'Relations·, .or a certificate of Worker,;• C~nsation Insurance by an adnitted insure"., or an exact copy or duplicate thereof·cert.ified·by the D'irector of the· insurer thereof filed ·with the Building Inspection Department (Section 3800, Lab, C-). · · lNSURA~CE. COMP_A~Y POLIC! NO. EXPIRAT-ION DATE Certificate of Ex~tion: I certify that .in the per.formahce of the work for which· this permit is i~sued, I ·sha.ll not employ ariy person·jn.a.ny m?nner sb as to become subject to the Workers' C~nsation Laws of California. SIGNATURE DATE 8 .. 'OWNER-BUILDER .DECLARATION owner'Builder Declaration: I hereby affirm that I am exempt from the-Contractor·•s License Law tor·thi, foll'owing-reason:· D I as owner of the proper.ty or my employees with. wages as their sole c~nsaticin, will do the work. ·and. the structur.e is.not fnte~e~ or offered for sale (Se.c. 7044, Business and· Pr.ofessions Code: The Contrac.tor•·s License Law does not apply to an, owner of property who bui t'i:ls or impr.oves thereon., and' who does such work himself or through his own employees, provided that such improvements are not ihteoo.ed .or offerecl, for s_ale. If,,.h9wever, the building · or improvement is sold-within one year of coq:,letion, the owner·builder will have tt,e burden oLp,:oving that he did not build 9r improve for the purpose of sale.). · · · D r, as owner of the property, am exclusively contracting with licensed contractors, to construct tlie project ~Sec.·7044, Business and.Professions_C.ode:, The Contractor's License Law does not apply to· an owner of property who builds c;,r improves thereon, and contracts for _such .projects with contf-actor(s) licensed pursuant to the Contractor 1.s License Law). D I am ·ex~t under Sec~ion -------''-,-----Business and Professions Code .for this reason: -(Sec. 7031.5 ·Business and Professions Code: Any CitY or County which requires a permit .to construct, alter, improve, clemo_lish, or repair. any structure, prior to its issuance, also requires the applicant for such'perln'it to file a signed statement .that !le. is, l'icen,;ed pursuant.to tlie provisions.of the , Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Profess.ions Code) or that ·he. is exempt ther.efrom, .and the basis for the alleged exemption. Any violation of s<iction 7031.5 by any applicant for ·a permi·t subJec.ts the applicant to a-civil penalty of not more than five hundred dollars [$500]). · SI~NATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is tlie applicant or future building occupant required to submit a business -plan, acutely hazardous materials registrat.fon form or risk management and_prevel}tfori program under Sections 25505, 25533 or 25534 of the Pres Ley-Tanner Hazardous Substance Account Act? · · DYES ONO Is the ·applicant or future building occupant required to obtain a permit from the air pollution control clistrict or air quality management distr-ict? DYES ONO Is the ·fac.il ity to ~ constructed within 11000 feet of the outer boundary of a school site? DYES 'if ANY ·Of' THE ANSIIERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED .AFTER JULY t, 1989 UNLESS THE APPLICAJiJ HAS MET ·.01t IS IEETIN<; THE REQUIREMENTS . OF THE OFFICE OF EMERGENCY SE!tVl,CES·AND THE AIR_POLLUTIOII CONTROL DISTRll,T •. 9. CONSTRUCTION· LENDING AGENCY hereby affirm 'that there -is a construction lending agenc)'. for the performance of the work for wh.ich, this ,permit is 1Ssued ·CSec 3097Ci > Civil ·code)'. ·~l;NDER Is NAME LENDER IS ADDRESS JO .. APPLI(ANT'S SIGNATURE '[' cert.i.fy that I have· read the application and state that the above information is correct.. I agree to comply with all City· ordinances· and· State laws ·relating ·. to building construct.ion. I hereby authorize representatives 6f the City of Carl·sbad to enter-upon the·above ,mentioned property fof in_spection purposes. ·I ALSO AGREE TP SAVE INDEMNIFY AND KEEP HARMLESS THE CITY .llF CARLSBAD AGAINST ALL LIABILITil:S, JUD<,MENTS, COSTS AND E>(PENsi:s WHICH MAY ,IN liNY WAY ACCRUE· AGAINST ·SAID CIT.Y IN CONSEQUENCE OF THE GRANTING OF THIS P,ERMIT~ . . Expiration. Every permit issued by the Building Official under the provisions or this Cod.e shall expire by limitation and bec.ome n_ulT and void-if tlie b~ilding or work author.·zed by such p · snot c ced within 180 days from thie date of such permit or if ,tlie building or work authorized by such permit is suspended or abandone at any ti~ af e. t work is c need for a period of 180 days (Section 30~(d) Uniform BUildin~ ~o<;le). O·o11NER OcoNTRACTOR OsY PHONE I0-2-~- YELLOW: Applicant PINK: Finance .l :, DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 OAPPLICANT JURISDICTIO JURISDICTION: JPLAN CHECKER QFILE COPY QUPS QDESIGNER PLAN CHECK NO: -:, t --SET:7r PRQJ,ECT ADDRESS: eJ?5/I, /-./1 ~rn 121.cv{). · PR0JE.CT NAME : __ __,_,..,.,'SP'--""l)'-'-_-""K..,_,._E-.:;..U..;.... __________ _ D T.he plans transmitted herewith have been corrected where . necessary and substantially comply w;i.th the jurisdiction's · building codes. II .. o 0 D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified !?£'lt&) are resolved and checked by building'aepartment 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 lLst is enclosed for the iurisdiction to return to the applicant·contact person. II The·applicant's copy of the check list has been sent to: S~a...o t--n, 6 b -sho...b 21 3t.-\ Co .... «o \ U-1 etD Rd, .. Coxd ~ f-r CA;: Cf Z ()DJ IJ Esgil staff did not advise the applicant contact person that · plan check has been completed. O Esgil staff did advise applicant that the plan check has · been completed. Person contacted.: ____________ _ · Date contacted: ~lephone # ~ • REMARKs, e:Pwce:,-JT m pg,,~,~=;:e ll: 8'-§:) Enclosures:-.o,Ll-)~~J~tf''--------- .... DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 921~3 (619) 560-1468 JURISDICTION JURISDICTION: Q, /TY DE eftl2.k28M JPLAN CHECKER QFILE COPY QUPS QDESIGNER PLAN CHECK NO: 1}9 ~ 5~ i./ R.,f:-LJ. _SET: / PROJECT ADDRESS_: · ,£511, Le M6'(ft ~LtJO, PROJECT NAME: __ ~S-......E:~D~-~'i?.~e~U_,_,---'--_____ _ D D --0 II D The plans transmitted herewith have been corrected where necessary and substantially comply ~ith the .jurisdiction's building codes. The plans transmitted herewith will ?ubstantially comply with the jurisdiction's building codes _when minor deficien- cies ,identified---------------'---------are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enciosed 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: . 6ft:,tzlJ Olt:K~H 8/; c9, >,3 Y <1Jt /2.f!.Dt. V JEW g{), II 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. P~rson contacted: ------------- Date contacted: _________ Telephone# _______ _ D REMARKS: ________________________ _ By:·~~ LJ1W ESGIL COR~RATION . /t)• 3(),. OGA DAA vw ODM Enclosures:_~/J,=-=a=JJ~/£~-------- ,-·; a : .... . . , ·. ,( · · «:itp of «:arliflab Oate//· '7-ff PROJECT ADOR£5Sz d5 II,. L.A; {'J);,Tft 6(, U.0• TO: ~ ft~ALJ /)B:KHSN/t8 m id~ Mel-bi« tJJaJ r?J), PLAN CORRECTION SHEET Plan Check No~_ .... 8,.._._'1 ... ·a ... ~----Y-R .... e: .... u __ . _-r....,... __ _ Date plans received by the jurisdiction ID/;+J,/(j Date plans received by plan checker /tJ/3(¥K'? Date k:: plan check completed // /2/R? By el LfriJ LU{flA'QL-I FOREWORD:. PLEASE READ Plan check is limited to ~echnical requirements contained in the Unirorm Building Code, Uniform Plumbing Code, Unirorm Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Depar~ent or other departments. The items circled below need clarification, modification or change. ·All circled items have to be satisried berore the plans will be in conrormance with the cited codes and regulations. Per Sec. ,o, (c), of the Unirorm Building Code, the approval or the plans does not permit the violation or any state, county or city law. A. PLANS (.\P~ease make all corrections on the original \.::.:)tracings and subinit two new sets of prints, and any original plan sets that may have been returned to you by the Jurisdiction, to: E$tttL t) ll,. (!, t1Y 8ro facilitate rec.t"i~king, please identify, next to each circled item, the sheet or the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. . · ..... - { ~ .. ' Puul<,, ,.s,<Ww ,#_--;-t:iJ. lb" IJP.l)T/l"'JIJ-'- \...: ,I ~?--.:::-AA-fl -~5, IJOTTr ;,/-5"/i), );J.'' - -~ f)Lt!!"ftSE" CLA-121 F"(_._ l i/. 1111/-Pfff..A-~m Q.()_p~ ID. P-.#" li'P:..Je..nnt, "-./ 1-mP P,,.-h!.·rto,J tJF-1!..e-r.. JJJA11 PP.61JJ11~ A-lJ Af. \,i C. 1 < Dr P L/Jti fl. 't-0 re L wr J'::YJ . <, -/I k'""}f;L L,)!4-.US 1'Z) ;$1l111~1 T>J.Al'r ,H,:U A1'J r:- -~ IY?E~/S1""HJ b Tl+I_"!. 0 Rl~(:..'17/\6 1 . ( --5: \ P12Dl)I ~ /~1'2.0JJ-rPtt lr1.Jl+-~t./.',J.l, {)1:-R- . '-.../ lC:i:f' ~1~1cJ {A)~ . . ,, ,. f • r Dates l~hjrl .. Jurisdiction C/J£LGt,,9-IJ _Prepared bys & WAf.Ke L VALUATION AND PLAN CHECK FEE PLAN CHECK NO. S'f-~il:t/ i?etl, _ a Bldg. Dept. O Esgil BUILDING ADDRESS q(.5/~ (ft @5@ ft-{)£• APPLICANT/CONTACT $,nttrH~JJlr,B BUILDING OCCUPANCY R-3 );,,,, 'l'YPE OF CONSTRUCTION _ , vJ PHONE NO. 9 ~ -{)yfl DESJGNER PHONE ------CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA -VALUATION VALUE MULTIPLIER PUi\ REV t f, 1 D 1. J I --N£ 7k . .:2:J. ?J,._ ~.:2. ' Air Conditioriin~ Commerc1.al @ .. Residential .. ca .. Res. or Comm. Fire Surinklers @ To-tal Value 7b, ;l:i B uildin' g Perm it re e. $-----~--~------------"'--------- Plan Check r ee--=$~------------------'$~9.._is,.=....;.~-=~-9~-- COM MEN TS._:---------------------------------- SHEET I OF / j 12/87 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-24-2014 Building Permit Permit No:PCR90051 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: OccGroup: 2516 LA COSTA AV CBAD PCR Sub Type: Lot#: $0. 00 Const Type:_ NEW Reference#: Project Title: ROOF FRAMING Applicant: Owner: Status: Applied: Entered By: Appr/Issued: Inspect Area: NAKHSHAB, SASAN SASAN NAKHSHAB 2134 CAROL VIEW #309 CARDIFF, CA 619 236-7354 Total Fees: $0.00 92007 $200.00 Payments To Date: $200.00 ISSUED 04/26/1990 DC 06/28/1990 Balance Due: Description Fee Plan Check Revision Fee 200.00 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection With this project NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has previouslv otherwise expired. :PERMIT APPLICiiTION City of Carl sbifd Builiing Department f). · 2075' .Las Pal mas Dr., Carlsbad, CA 92009 (619) 438-1161 A.· '0 COMMERCIAL. B • D IND[1STR.li\L ',ONEW C • 'ti!IRESIDENT!At, CJ APARTMENT [] DUP.LEX O DEMOLITION' 0.MECHAll!CAL QPOOL TENANT IMPROVEMENT -0 TENANT IMPROVEMENT . . [JcoNllO ~lNGLE FAMILY DWELLiNG jtJADDHION/ALTERAl!ON 0RELOCATION 0MOBILE HOME 0ELECT_RIGAL 0PLUMBING []SPA 0RETAINING WALt 0SOLAR ·00THER VAi.iD. BY_"-,-'--'-il'-----'-'-r'------'-'"'--- DATE --,,-'-:f--f-7--f-:-'--f-i~,-x-'--------,-- 2. PROJECT INFORMATION PLAN .CHECK No. Address 2-516 LA .. N~are_!,t _c;ross Streets LEGAL DESCRIPHON Lot No.-· Subdivision Name/Number Unit Nq: Phase-No. --z__-i.._ CHECK .BEL~ IF SUBMHTED: [] 2 Energy ca Les 02 Structural Cales O 2 Soi ls Report _ []·1 Addressed Envelope . ASSESSOR'S PARCEL-PROPOSED USE · jZ1t't/1 f/tJ-....,r/ TO BLDG. sc: FT~. # OF STOR!ES 3. · Co~TACT PERSON C~,/4pL t/t/£;~ # 102... 4. 5. ~- 7. !!AME 5/f? /f rJ" . ,,,._/4/, K:_f/J:h74-",J cm ~d-1?/r STATE ADDRESS cA-m COO.E SlGN~TUR~, _ ~ -e:::. £-~ / APPLICANT · [JcoNTRACTOR NAM_E ~A? A-~ N ,4-1c17-y-A(5 CIT-Y PROPERTY OWNER 0 AGENT FOR CONTRACTOR ADDR~SS STATE C4-ZIP. ·cooE OWNER NAME .f:,L/A;z_ /!,Jc! v'L .ADDRESS :ZIP COOE CITY CONTRACTOR NAME /' /1 .,,.._tO;....r.rL CITY STATE STATE .ADDRESS ZIP COOE ~ER "2-,l 11 f'. 2_,;,, --'? . STATE LIC. # ____ _ LIC~NSE CLASS _____ _ SIGNATURE T!TL~ DES I GNER NAME ADDRESS. STATE ZIP COOE DAY TELEPHbNE ,2, ) 6 --_ {_ -;J f'~ 0 AGENT FO_R OWNER C ,4 /4-,t!lo L 04;_;,J # ?t::)L_ DAY TELEPijONE Z. "$ ' ..,. 7 3-S:: ~? ., 0LESSEE 0-TENANT DAY TEtEP_HpNE DAY TELEPHONE CITY BUSINESS LIC. # DATE PAY TELE~HONE . STATE LIC. #· WORKERS' COMPENSATION Workers' C~nsation Declaration: r hereby affirm that I have a 'cert1f\cate ot consent to self-insure i~sued,b; t_h~ Director·of·l~~strial Relations, or a certificate of Workers" C~nsation Insurance by an admitted insurer, or an exact copy or duplicate ·thereof certHied·by ·the.Director _of· the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE CQMPANY > / A--71...-FJ "-f Q .POLICY NO.// 4f /l7-f'I EXP;_RATJON DA~E/(i ...:.,../~ -.'I tJ certificate of Ex~tion: I certify that in the performance of the work for--whi~h thfa P':rmit is issued, I' shall not employ any person in any manner so as to become subject to the Workers• C~nsation Laws of California: SIGNATUR_E DATE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor'i; License Law for the following ·reason: D l as owner of the property or my employees wj·th wages as their sole compensation, wi'H do the work and the structure. is not •intended or ·offered for sale (Sec. 7044-, .Business and Professio-ns Code: The contractor's License Law does not ·apply to an owner of prqperty who bui-lds or improves· thereon,. and who does such work himself or through his own ~loyees, provided that such inprovements are ndt intended or of,fl'red for sale. 1-f, however, the· building or i_mpro.vement i;s sold within one year of completion, the owne.r·bui Lder wi'l l have the burden of prov.ins that ·he did, not _bui l,;l,or improve for the JX!_rpose of-sale • .). . ' ~ owner of the property, am exclusively° contracting with l icerised contractors to constr~ct .the proj~ct (Sec. 704/;, .~usiness and Professions ·code: · The Contractor's License Law does not apply to an owner of property-who builds or improves thereon, ·and contracts for such projects wi.th contractor(s) licensed pursuant to the Contractor's -License Law). · I:] -I am exempt under Secti'on -----'--------Business and Professions Code for this reason: . . . (Sec. 703f.5 ~usiness and Professions Code: Any City or County which r.equi.res a permit to construct, alter, ·improve,' deiriol lsh, or repair any structure, pr for to its issuance, also requires the appl i,cant for such permit to fire a signed statement that he ·is l'icensed pursuant t<;> the provisions of the Contractor's License Law (Chapter 9, cOlllllencing with Section 7000 of Divis.ion 3 of the Business and Professions Co.de) or that ~e is. ex~t therefrom, and the basis for the alleged exemption. Any, v1olation of Section 7031.5 by ar\y applicant for a_permit subjects t.he applicant to a,civiL penalty of not _ n19re than five hund_?d dollars [$500]). . ' Q SIGNATURE ..:2--_ -::tv:::<C. £ &,-/· DATE · l Z... tf-----· CJ COMPLETE' THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: ls the applic:ant. or future bui(ding occupant required to submit a business plan, acutely hazardous materia~s registrati'on form or risk-management and prevention program under Sections 25505, 25533 or 25534 of the Presley-T_anner Hazardous Substance Account Act? 'DYES ONO . ls the applicant or future building occupant required to obtain a per.mit from the air pollution control district or ,iir quality manage~nt,,di.strict?· DYES ONo ls the'fac_ility to be constructed within-1,000 feet of the outer bo~ndary of a school site? DYES IF ANY OF THE AJlsiiRS ARE YES, A 'f!NAL CERTIFICATE OF OCllJPANCY MAY NOl BE ISSUED AFTER. JULY 1, 1989 UNtESS THE APPLICANT HAS MET :OR_ IS MEETING THE· IIE9IIIREMENTS _ Of THE .OFFICE Of EMERGENCY SERVICES AND THE AIR POLLUT-ION CONTROL DISll!lCT. 9. CONSTRUCTION-LENDING AGENCY 1 h~teoy.affirm that there is a construction le~ing agency for the performance of the work for whiFh this, permit .is issued ·csec 3097(-i) Civil Code). . &--rl /)./1 -fl< . -. -r . ., !:_ENDER, s NAME 7;11 Jo /If r1-'°' A ,..,. LENDER, s ADDRESS 1z-"" r c / ,.J 1 7,4 f _ /2 µ -"'--C: J;,,C - 10. APPLICANT'S SIGNATURE - I certify that I bave read the·application and state that the· above information is correct. l agr~e to·comply with all. City or-dinanees· and State 'laws relating .to bui.lping. construction. J hereby auth-orize representat·ives of the City of Carlsbad to. enter upon tlie 'above ,mentioned prof)erty for inspectfon pur-p9ses. l ·ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF.CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS 'AND EXPENSES .. liHICH MAY 'Iii ANY. IIAY ACCRUE AGAINST SAID . CITY IN ·CONSEQUENCE OF THE GRANTING OF THIS PERMIT. . . . Expiration. Every permit issued by the Building official under the provisions of this Code shall expire by limitati"oh and become null and-vo'id if the building or wor-~ ·authorized by such permit is hot cOlllllenced within 180 days from the date of such permit or if the b.uild_i_ ng or work auth·ori ze.d· tfy such ·permit i's :suspended or ·abandoned at' any time after the work. is COlllllenced for a ·period of 180 days (·Sect-ion. 303(d) Uniform 'Building ,Code). ' · ' · -AP.PLICA~T.'S SIGNATU~E .. ·. . ~R. OcoNTRACTOR 'CJBY PHONE ' . APPRO'il:D"~r., ~.;,;....,_.;.,;---,.,-'-:-~-: . .,,-~-·7 / / DATE1."-'-·;··-.;;;;;..,..·;....· ;:;...·-,·"-: ';.;....,..."--"-..=.... ~ ~ ~ £;. ~ -• -WHITE: File YELLOW: Applicant PINK:· Fipance . DATE: '-:.:. ESGIL CORPORATION· 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 flPllll ,2'/. 199D . , JURISDICTION: . arrY Or e/JR.//4&&2 0APPLICANT ~RI SD IC'r:roN ff AN CHECKER QFILE COP)'." QUPS QDESIGNER PLAN CHECK NO: @ rs;. «/ REV. SET :.:ZZ. PROJECT ADDRESS: '2Slb /.A-&>sm fl:LJC, PROJECT NAME: A}B)(ttSll.6 . -SP,/) D II D 0 0 The plans transmitted herewith have been corrected where necessary and substantially comply with th~ jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified ./!,€l!)i) 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 infoimation. 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 li°st has been sent to: ..sA$&,J PPrKH,slffl.8 . eZ 13'1 M&t& U 1£W Jtao;i._ II Esgil staff did not adv1se the applicant contact person that plan check has been complet~d. O Esgil staff did advise applicant that the plan check has . been completed. Person contacted: . -------'------- Date· contacted: _________ Telephone # _______ _ II REMARKS= 8FfEaEJJcE: .se-c.rz4us ft)e to ~ B/e:b ro ..sttis, e-1a v-e-JJ, f1 u, Sft!fm ~ e e1c1rµ5. '° 6'£ · .sn nro By:Y,t,a)~ui+da, ESGIL CORPORATION _!/:-I? ,9 D OGA lJAA Dvw OoM Enc 1 osure s : _ ___.__JJ,'-'a ..... J.J~E---'------ •.,, :, ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92,23 (619) 560-1468 la. /99-o , JURISDICTION: PLAN CHECK NO: 89-5~1/ (<€U. SET: k PROJECT ADDRESS: ~51 t, b 8 u:J$TA YTVI:, PROJECT NAME:_-""/IJ~11-~K...l-..U.H=6~8~6.._-~Sa:.....&...E~b~•----'-------- D D D II D II The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will sub~tantially comply with the jurisdiction's building codes when minor deficien- cies identified-------------are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for th? jurisdiction to return to the applicant contact person. The:applicant's 6opy of the check list has been sent to: . . ,'zlt.SflJJ NR,XHSlfAA £-13 lf {?.AJ?At.. tue::w # 3 od- II Esgil staff did not advise the applicant contact person that . . plan check has been completed. 0 Esg-il staff did advise. applicant that the plan check has been completed. Person contacted: ____________ _ Date contacted: ---'------'-----Telephone# -------- D REMARKS:_-'-------------,-------~----- By :L/:,k J44ri44dr'#-< ESGIL CORPORATION ,-..~Cf ·'10 OGA DAA Dvw ODM Enc 1 osure s : _..p,J.) .... o_V __ IF'--------- . ·-.... ~ ! . ' «:itp of Catl.sbab Oate·e?-h...t?D PROJECT ADDRESS: ($.5!/e &ft ~-t{t A-Vt', PLAN CORRECTION SHEET Plan Check No ~---'8 ....... :f...:·S=;\a..i;l/__,_,k..,.Er...,U:..:•-ke::.. ___ _ Oat~ plans received by the jurisdiction J ·,i'V-9D Date plans received by plan checker/ -,?-J-fi Date ~ plan check completed ,JJ.•f.o,<fr) By FJLe-e,J E:ft(?.l.)swoe;rH FOREWORD: PLEASE READ Plan check is limited to ~echnical requirements contained in the Uniform Building Code, Uniform -Plumbing Code, Uniform Mechanical Code,, National Electrical Code and state laws regulating energy conservation, noise attenuation-and access for the handicapped. The plan check is based on regulations enforced·by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the _Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change •. · All circled items _have · to be satisfied before the plans will be in conrorma~ce ~ith the cited codes and regulations. Per Sec. }OJ (c), of the Uniform Building Code, the approval of the plans does not permit the violation or any state, county or city law. A. PLANS 0P~ea~e make all c~rrections on the ori?inal tracings and submit two new sets of pr1nts, and any original plan sets that may have been returned to you by the jurisdiction, to: 4F.SG!l.. DR.. ~Jllfl) 0 To facilitate rechecking, please identi ry, next to each circled item, the sheet of the plans upon which each correction on · this sheet has been made and return this check sheet with the revised plans. /""'"""\ ~,- '--" ,-...., /./. . ...__,, -~ ,5. . I w.- >-< rJ,) '-.:,..,/ ...,.---..__ R. l ~ q,. \...J JLJl1 IF1:> I ..J_ 1Jore-.5 + ~1:;-Fe/2.~A.Jt.&.S n,) no 1t:,1 ,Jflr'-141'Pta.l)V~ Pl...ftt,J,<.. , 1,,-r P1cJ(ti'I riP o-3 ~ev,s.,,n, ·th 14-~. l!AlCS. "FtEt~hJ~-,Z l,.r,-.:,J? ~ A-T e .. 1n o,-. '-Ix 12 J)J;rO(_ ~~n-,.t;. .SI n,, P.S Di J c"A-rp,1 u_ (),_ ~~ OC>-r 1 u. -r L-'ri. ; t9 '.S • PL e /'r.C.. c '(!./,ft/!. } ,:. '/ ltl-.6D SHOW ou Pt 14~, /1J.¥UiJF'I ~rze f;p 'J>Et:K JDJ!!.7.5, R. e Flff RelJCe'. De-rAll A/'A ID TO PLAJJ. Pfln 1Jt1:)e fltH 1 ,Jr=:,J-n n, 1 a, iJt'IA~ FtliliM 1ut., m@11f:,,=;p<.. + 0Pr~/Ls. Ira) P1...-p,11c.. ( RH>c .. c-0 .,,, --,,:...·""J ,,,. J 1< E-rt l -, #· J;J-10 I.LJ I _{HA'THH.) ~ s=--r~.n ,L c:. -r-I"" t,-;il/ X .~~ •I., -S.5' A-LL~flr-5, DP 1>1 ~a 1.c. ~ g~ . .:./.,;: ,1,1;:,.,, ~,., ~111', f'Jf; 11.A-Le..(:.,. -m /2.,~ L~TAtnP~ +-Su:; ueo, { ' ., '" 1 a Date,~ Jurisdiction <1+rRL6f;A-p . Prepared by 1 £. ffrWSWoe,:rH VALUATION AND PLAN CHECK FEE CJ Bldg. Dept • D Esgil PLAN CHECK NO. 29--5;7...</ R,w. BUILDING ADDRESS ...JQ~.._/»,<l.--Q/.. .... B:......_-@~r ...... e __ .... ft..::.\/"""e_. ----------------- APPLICANT/CONTACT , ',, ,J{tl< H:$ HM PHONE NO. --13 ~-?asy BUILDING OCCUPANCY R-3 /m-1 DESIGNER PHONE TYPE OF CONSTRUCT:tON-.. .VJ CONTRACTOR PHO_N_E ____ _ ----- BUILDING PORTION BUILDING AREA VAL_UATION VALUE · MULTIPLIER .Pt fr• ~. £EU I<. mJ 1 JJ..p_~ .. ~o. D, I/,, IL Ot.. . . ... : ... Air Conditionin£ Commercial ~ @ . .. Residential @ .. Res. or Comm. Fire· Surinklers @ Total Val'ue I t?oJot. Building Permit Fee $ ___ . __________________ ___,.__ _____ _ Plan C h·eck F ee--=$::___ _____________ -_____ _..;,;..$-=o(,..::....=..0=O-=-~ =0...::.¥ __ _ COMMENTS._:---------------------------- SHEET ·/ OF I ' . 1?/R.7 DIXIELINE TRUSS CO. LUMBER SPECIFICATIONS (NOS 1986) Top Chord: 2X .ii No. 1 FIR-LARCH =====;===-------''-,-fl--,r'· MaeER FORCES FROM LEFT TO RIGHT 1-2 • -3370 1-6 • +3259 2-6 • -"83 +808 +808 -.caa Plate Duration Factor used• 80 I *lx4 lateral bracing attach with (2) 8d nails as shown. Bta Chord: 2X .ii No. 1 FIR-LARCH 2-3 • -2985 6-7 • +2269 3-6 • Webs : 2X .ii STAM>ARD FIR-URCH 3-.ii • -2985 7-5 • +3259 3-7 • No excessive wane, knots or other defects shall occur in plate contact area. .ii-5 • -3370 .ii-7 • "" 6 © 3X10 -l-1 1 ~ !T @· 1.5X3 · Alt stub L/3-8" to L/2-12" Plates in· ( · ) !5X8W/1pl i,Ht-4 (i .£ I .... @ <CX7 ..... 29-8-8 R• ISIM PLATE: Metal~ock acale t/4' • 1· • Connector plates shall be made from 20 gauge Grade AASTM (A446-72) prime, hot-dipped galvanized steel. Plates· ' shall be applied to both laces of the truss at each joint. Where dimensions are not shown, 'plates shall be placed • symmetrically about the joint or as lnqlcated by positioning circles [oJ: Cutting and fabrication shall be accomplished using equipment which will· produce .snug fitting joints and fully embedded plates. This design assumes that the compression top chord is continuously braced by the rpol sheathing. Only, perma_nerit structural bracing required of Individual truss members Is noted on this design. Trusses can be dangerous and can cause damage an personal injury ii Improperly installed and/or braced. Persons erecting trusses are advlced to seek profess!~ advice regarding temporary erection bracing which is always required to prevent toppling and "dornlnolng". Bracing shown on this drawing Is NOT ERECTION BRACING. Reier to: "BRACING WOOD TRUSSES: COMMENTARY AND-RECOMMENDATIONS" as published by the Truss Plate Institute for industry stani:iards in erecting trusses.[TPI Is located at 583 D'.Onofrio Drive, Suhe 200, Madison WI 53719, (608) 833-5900). 3X5 © @ 3X10 li Ho ft!. M-tt-4 :1 , ..... R • ISlM L 0. AD ING f Designer BMC TAP chord 20.0 + u..o pef DATE: 0-4/18/89· 10.0 pef Check by: Total Load -41.0 pat R-5LSL89jp Duration factor 25.0 I . Drawing No. BU.7 1-· Spacing 2.c.o• o.c. ~-• DIXIELINE TRUSS CO. LUMBER SPECIFICATIONS (NOS 1986) Top Chord: 2X .ii No. 1 FIR-LARCH =====;===-------''-,-fl--,r'· MaeER FORCES FROM LEFT TO RIGHT 1-2 • -3370 1-6 • +3259 2-6 • -"83 +808 +808 -.caa Plate Duration Factor used• 80 I *lx4 lateral bracing attach with (2) 8d nails as shown. Bta Chord: 2X .ii No. 1 FIR-LARCH 2-3 • -2985 6-7 • +2269 3-6 • Webs : 2X .ii STAM>ARD FIR-URCH 3-.ii • -2985 7-5 • +3259 3-7 • No excessive wane, knots or other defects shall occur in plate contact area. .ii-5 • -3370 .ii-7 • "" 6 © 3X10 -l-1 1 ~ !T @· 1.5X3 · Alt stub L/3-8" to L/2-12" Plates in· ( · ) !5X8W/1pl i,Ht-4 (i .£ I .... @ <CX7 ..... 29-8-8 R• ISIM PLATE: Metal~ock acale t/4' • 1· • Connector plates shall be made from 20 gauge Grade AASTM (A446-72) prime, hot-dipped galvanized steel. Plates· ' shall be applied to both laces of the truss at each joint. Where dimensions are not shown, 'plates shall be placed • symmetrically about the joint or as lnqlcated by positioning circles [oJ: Cutting and fabrication shall be accomplished using equipment which will· produce .snug fitting joints and fully embedded plates. This design assumes that the compression top chord is continuously braced by the rpol sheathing. Only, perma_nerit structural bracing required of Individual truss members Is noted on this design. Trusses can be dangerous and can cause damage an personal injury ii Improperly installed and/or braced. Persons erecting trusses are advlced to seek profess!~ advice regarding temporary erection bracing which is always required to prevent toppling and "dornlnolng". Bracing shown on this drawing Is NOT ERECTION BRACING. Reier to: "BRACING WOOD TRUSSES: COMMENTARY AND-RECOMMENDATIONS" as published by the Truss Plate Institute for industry stani:iards in erecting trusses.[TPI Is located at 583 D'.Onofrio Drive, Suhe 200, Madison WI 53719, (608) 833-5900). 3X5 © @ 3X10 li Ho ft!. M-tt-4 :1 , ..... R • ISlM L 0. AD ING f Designer BMC TAP chord 20.0 + u..o pef DATE: 0-4/18/89· 10.0 pef Check by: Total Load -41.0 pat R-5LSL89jp Duration factor 25.0 I . Drawing No. BU.7 1-· Spacing 2.c.o• o.c. ~-•