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Home My WebLink About2301 BRYANT DR; CLUBHOUSE; 84-655; PermitOECLARATlOhij OWNERIBUILDER CONTRACT01 LENDER WORKER'S COMPENSATION ----- -1 I I i I 3 < rn 33 m I P rn 1; 111 -L -- TI rn 32 r icn f - i j z, i I1 I I I I -. I I i-~tr I- 1-1 Pink - Applicant Gold - Temporary File n 3 I T1 n D -I n D 2 - 4 T - - 0 0 Zr- 0 E- n rn -n n rn n -- -5 L - II II - I : B II 1 i i 52 I\ E rn 0 r- n m c E D rn U - 0 z n m 0 0 ID 0 I 1, D r T- I T I ' City of Garl,sbad MlSCELLA-N+EOUS - * 1 - ' * 1200 ELM, CARLSBAD, CA 92008 TEL.'(G19) 438-5525 RECElPf' Contractor Address State Lic. S. Classii I 2NO MISCELLANEOUS FEE RECEIPT PLAN CHECK FEE VALUATION I/ DEMOLITION HOUSE MOVING PARKS AND RECREATION FEE PUBLIC FACILITIES FEE SCHOOL FEE - 61STRICT- Carlsbad ~ Encinitas San Marcos- San Diego CERTIFICATE OF OCCUPANCY n I 0 I n I *WARNING: PLAN CHECK FEES, WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, ARE FORFEITED TO THE CITY. COMMENTS White - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor - .L" *. ; FINAL BUILDING INSPECTION PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: CONTACT PERSON: NUMBER OF UNITS: *' ' rr v CONTACT TELEPHONE: DISAPPROVED ___ .DATE *-' 7,/2~& ?( ' INSPECTED: APPROVED iNsPEA~/~v&~ BY: INSPECTED - DATE BY: INSPECTED: APPROVED DISAPPROVED ___ INSPECTEQ DATE BY: INSPECTED: APPROVED ___ DISAPPROVED ~ COMMENTS: Pl/'ikP'CS To: ENGINEERING, FIRE, PLANNING, UTILITIES FINAL INSPECTION NOTICE Date 1-17-86 b,gOl I 84-655 Plan # 23a Bryant Address Camino Hills Club House Type of Construction Person to Contact M Straub Ph, No. 729-4484 Engineering DeDartment Date ADDroved rr - -- Fire Prevention Date Approved Planning Date Approved DateJ/*/& Approved o/( Comments: IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT lS OKAY TO FINAL __ __ ~ Rev. I186 WHITk Suspense GREEN Engineerlng CANARY Utiltles PINK: Planning GC$D Fire - I N- S P- E c- T I 0- N R E- Q u- E s- T FINAL BUILDING INSPECTION I Rev. 1/86 7-29-86 DATE: 134-655 PLAN CHECK NUMBER: PROJECT NAME: aL*fXNO NILLS CLUB IiOUSE 2310 Bryant Drive ADDRESS: PROJECT NO.: UNIT NUMBER: PHASE NO.: 1 NUMBER OF UNITS: R~c. Bldy TYPE OF UNIT: Mike Strarub CONTACT PERSON: CONTACT TELEPHONE: 729944dU INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ~ INSPECTED DATE BY: INSPECTED: APPROVED ~ DISAPPROVED ~ ALL ~UPARTAXLLV’P’S COMMENTS: WHITE Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOCP: Fire .P FINAL BUILDING tNSPECtlOP PROJECT NO.: UNIT NUMBER: PHASE NO.: - TYPE OF UNIT NUMBER OF UNITS CONTACT PERSON: CONTACT TELEPHONE INSPECTED DATE BY INSPECTED APPROVED ,- DISAPPROVED - INSPECTED DATE BY INSPECTED APPROVED - DISAPPROVED - INSPECTED DATE BY INSPECTED APPROVED ~- DISAPPROVED - WHITE: Suspense GREEN Engineering CANARY Utllitiee PINk Planning GOLD: Fire - FINAL BUILDING INSPECTION 7-29-86 DATE: 34-655 PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: Cl'r-lI!30 IIIELS CLGB IitOUSE 2310 ~rynnt ,'rrive PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: CONTACT PERSON: CONTACT TELEPHONE: Rec. aiay 1 NUMBER OF UNITS: !like Straub 729-4444 INSPECTED DATE BY: INSPECTED: 7-21-8 ( APPROVED ~ INSPECTED DATE BY: INSPECTED: APPROVED ~ DISAPPROVED ~ INSPECTED DATE BY: INSPECTED: APPROVED ~ DISAPPROVED ~ ALL LjEPkxXkmc COMMENTS: i Rev. 1/86 WHITE Suspense GREEN: Engineering CANARY Utilities PINK: Planning GOLD Fire PLAN CHECK NUMBER: - DATE 7-2 CI I PROJECT NAME: , I I- - ._ PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE: INSPECTED DATE BY INSPECTED: APPROVED ___ DISAPPROVED ~ INSPECTED DATE BY INSPECTED: APPROVED ~ DISAPPROVED - COMMENTS: dA I/ ;;kp f 5 Rev. 1\88 WHITE Suspense GREEN: Engineering CANARY Utilities PINK: Planning GOLD Fire ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 0 0 0 0 0 CI 13 FILE COPY 0 DESIGNER 0 UPS 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 on the enclosed check list are resolved and checked by building department staff. The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's Copy for your information. The plans are being held at Esgil Corp:until corrected plans are submitted for recheck. The applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. -. The applicant's copy of the check list has been sent .to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has Date contacted: 2- ~9q-35 Telephone # bv!A~,<- IN - been completed. Person contacted: A@& &N<Oz REMARKS: A/+ BY: ENCL: ESGIL CORPORATION Form 31584 ESGIL CORPORATION 9320 CHESAPEAKE DH.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: - /< g- BC JURISDICTION: L'/A?LS@P&.~ PLAN CHECK NO: i?r/.:s§5- -I-- ICANT SDICTION 0 PLAN CHECKER FILE COPY 0 UPS 0 DESIGNER 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identified on the enclosed check list are resolved and checked by building department staff. 0 0 The plans transmitted herewith have major deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. Th.e applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. 0 I cc y'ry .?a 3 0 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that/ the plan check has been completed. Person contacted: /#,.'A- 2 Date contacted: /-/@-$s" Telephone # q3?4 z<v ; .* 1 .. - REMARKS: Form 31584 C 0 It1 hl E R C I A L P L AN C 0 R RE C TI0 N S HEET A. B. C. D. E. F. G. H. I. J. Plan Check Number .c S-SZ Building Code Applicable 1979 U.R.C. Jbcrta.cr N-r3ea% A&?&., SZ U,&,C. Occu pa 11 t Load 2 5'0 stories: Bar sr- +,AI/. Occupancy R-3 Type of Construction v~ Sprinklers: Yes 63 Allowable Floor Area 6 0 3 9 Actual 46 70 Basis for Area Increase Remarks Date Plans Submitted /2~2$*3j' Date Plans to Plan Checker ,/-3-f3< Date Initial Plan Check Completed /~/8- rq< By G66#., A&,%~d(i; Applicant Contact Person - /%: BC?~ T- N, R. - /? 39: :-? Tel. FOREWORD: PLEASE READ 1. 2. 3. 4. This plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning, Engineering and Fire Departments. For informa tion regarding those departments, please contact Mr. Carter Darnell at (619) 433-5525. The items below 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), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please submit two sets of corrected plans and show on this list where corrections were made Le. sheet, detail, etc..Return any original plans and documents that were returned to you by the city. The above items may be returned to the City Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 208, San Diego, CA 92123, telephone (619) 560-1468. 811 9/82 cxL.?Acr E- Show oumber o: ac~cias. rrovfda grouod rlevacloos 4nd data par Sac. LO8 (grad3 rad Sac. 420 (story) co ahow how dacar- ~ .i~cloa vas mrda. r: ulocslaed on - aldaa ot bullding fa Total Clooc .C.A 1s llmiced KO 3.1. Sac. 303 and 506. UMbacrucKed yardr of - fC ah11 b. n1Iouabla araa pur?osas. hraa aaparacloo valls: rrovlda daC.11. for - hour araa aaparatioo vdla par sac. VI( It.). Show aum on zxp" 0' 7' bot coveriagm mhould Sa llre rarrrdaac kcrrior (court) wall# wichln Leec ' of property line. should ba of-- bour conscnrccion. Sac. 03(a) 9anla(a io exearior (courcalls ulch- in- feac of prop~rcy linea ahould be procrcted vlth chrae-fourths-hour fire aaseablles. Sac. OJ(b1 Usabla space undar rha flrsc floor rhould fl be encloaad as rrqulred 10 Sec. 1703 (1 bout COOaKCUCClOO). /d: ~ire-rariac~ve conacruccioo for mcruczur- frame elmenrr in cha excrrlor walls mhould comply with Foocnoca No. 1 of Tabla No. 17-A and Sac. . see see. 1702 for clarif tcacion. - Carlor valla aa spaclfled la See. 1707(a) tocloaurar for floor openlnqs should comply vlch Tabla So. 174. Sac. 1706. Dacalla should clearly lndlcrca chla. SCruccural resbars carrylns vsonry or /If: COOCraKa vallr lo bulldlnss over one #Cot7 10 halghc should ba procaccrd vlch minlau on*-hour lira procaccton. Sec. 1700 See. 170C Md 3203(a). . aUl1dlnt paper should be applied KO ex- -paw bard callfogm 1s lkm-rerlaclva a..rbllar ahould ba supporead ac 1sr.r- .ala moc eacaadlng 16 inchas. Icar 2s. Tabla NO. 41-C and IC10 RaporC 1112. bod acrlpping or auapandad wad ayacamm Cor gypmum board cellloga ahould ba mot 1a.a C~AO 2-loch oorloal Cblcknaaa. See. 4704(b) (Sac. 4lOl(b) for ~all I1p.l particloo Iayauca and dacatla ahodd ba mubdccad prlor to laacal1a- cion LO juaclfy compllroca vlch occu- /- pancy. clra-raal~clv.. .cruccural. 4 62 Juaclfyint came daca In coolaruoca vlcb 105 or aa ICs0 Cawaarch ern oraoda- cloa is requlrad for F,rPb A,,&. bou in whlch rubblah (llnan) chucaa camluca ahould ba aaparacad fra cha rmlodar ol cha building vlch a 00.- bur occupancy maparattoa. Sac. 1706(c) Opaloga lnK0 rubblah and Uoan chueaa abould MC ba locarad ln rmqultad axtc corrldorm or scalrvaya. Sac. 1706(c). @mmr seal1 walls ahould ba finlabad raqulramaocs. rich a hrd. WMbsOCbmaC LurfsCa CO 70- abora cb. drab lalac. Sac. Jlrl (b) Doors rad paoala of shover Md bachKub ocloaura should comply vlch Sac. 5106 (d) hrapac valls ooc laam than 30 inchar ln hvm overhaols and simllar archfccccural projecelooa should comply ulch Sac. 1710. /J hallhe are cequlred. Sac. 1709 ?rojeccioor bayood chn ucarior mL1 'ebuld conform vlch chm leare raacrlCe- tm of ehm folloulogl (a) A point onrchlrd cha dlacanca to tho proparcy llaa Crm an ucarfor vdl. Sac. 3OL(b) (b) A poloc ana-cblrd cha discrace Lrm .E AI.uaed VaCtlCd ph0. 1OCaCd vharr fircraaiaciva procacclon of opealoga la Ilrsc requlrad dua to locaclon of proparry. Sac. SCL(b) &vmlopm cmfllngr should racfsty cha fo110vln~ coadlcloaa Sac. 1103(b)b : (a) Should ooc bm uaad co orovide tlra proracclon for baM and 8?rdw# rupporclng nor* chra ooa floor. CJ) blu~r should ba ladlvldually €ire pracacc ad. (e) lkcr and ouclac opeoings are llafeed to 100 aq la in each 100 aq IC of calllng area and mhould ba proeected wtth approwad fir* dmpera. (d) Uactrlcal outlac baxaa should be of rcd and MC graacar chan 16 sq in la aCL.. ' cooforuocm ulKb Tabla 3-8 and Sac. $03 d (9.. Ildg Dave ?roceduce t- A llra-raalsclva occupaocy aaparaeloo 10 is rmqulrmd becmao UorlXOOCaL occupanc). aaparaclon sh.il ba lng aquivalanc fire-raaiaclva ptocectloo fl rupportad '4th 4 actuctucal oytcam haw- ,:y. 505(b). 7 . Thm bulldlo( la lldtad to - #eoriaa le in hmlsht aa a typa - rcmCfurm Su. 507 mnd Tabla S-0. Conforrlog ulCo arm cequlrmd from tha arum bmlow aa mpae1fl.d 10 Sac. 313) (4). ttcm ahoulJ hva a r(0l.a~ separation oC oacblf cha ruhm Jtagon.1 dl- ruloo ot tbm room or area sewed. Sac. 119 1 (c) Ib pdoc LE cha buildlog should bm mor. tho UO faac from an axcarlor axle. boClmOC41 ulc. aocloead scalrumy. or ulc pa..a~wa7, maaaured in chm dlrac- cion of craval. Sac. 1302(d) &le doora rhould rvtag lo cha dlrec- Cion of rgr%rm vhao rarvlag occupanc load of 0 or ra. Scc.IIr)l (41 Sam dwra Doubla acclag door1 at* noc allowad fi vhaca ramlag a crlbucary accupaoc load OC mrm chao 100. Sa<. 115% (hl S5. tlc doora ahould ba opaorbla from cha 0 foaldr ulchouc tha uaa of a ta7. spa- cial boulrdca. or afforc. Su. JMI (c) Not* alao char fluah bok. or aurfoca bolca are prohlblcad. tit doors should bm miaLur mlza OC 3' X 6'8" vich a mloLmm door wlag of 90 degrcrs (naxinuo vidch 4'0'9 Sac. The nec dlorosion (clrar width) aC dooruays should bo urad In dacarmlnfog uiC vldchr trqufrrd b7 Sac. 3302(b). Src. 339: IT). Io cooaldaracfoo of door Chlckuesscs. panic hardvara. door odes ecc.. the required ult vidchs hrva ooc brro fumlrhed. Sra door 3l?'k 1,:) 111. A floor or landing DOC mora chrn I loch brlaw rhr Chrrrhold la required on uch rid. of ao exit door. Sac. 33944 (h) . boors should aoc projrcc mro chan 7 lnchrs lnco cha raqulrrd corridor vidch vhco full7 oprncd or mra chan onchalf loco chm raqulrcd carridor width uhao lo ani poileion. Sac. 330s (dl Dud rod of corridorr and uic bdcoaiu hlla lad callfogs of corridor. ramin& an OecupaoC load of 30 or #ora ohrmld be of ana-hour flrr-rarlaclva cooatrucciom. fl. lkitrd to 20 frat. SmC.339S (c) 90 SC.lnq ahwll have bodrails should oot profacc mora cham 7 mlolc+~a uidth of - loch... Trir aod 3" (0 I Jhodralla: oat ha ChM IO" b DOC wco ' cho 31" abova cha tread: cwa rrqulred vbarm ocalrvaya ucaed CC" in vidch: ana co excaad DOC lira tho 6" barand cop and bocca and rnda shall racumP. rip dbm.ion 1y' - 1". SCC. jjgi($ uardralla for acatra. balcooira. aod landlogr rhould cooform ulch Sac. 1711 tbca ChaC *" cemadlaca railam (Bm1;bc requfrad LZ" mlolmum) Oprniogm In axcarlor mlla vlchln 10 fC of axtarior acalruay. should ba procnc- ced vlch *ell-eloatng Chracfourcha-hour firm-ramtaclva aaarmbllma. Sac. 33% (1) @ullding over 2 acorlam) aphera caonot paaa bacvaan 5 hc1oa.d usablm ap4ea uoder ecalnayr "rhould ba procaecad 00 ehm aocload slda sa raqu1r.d for ooa-hour fIra-ramiaciva . Sac. 1396 (n) Lcarfor ecmfrm ahould DOC profacc lnco Sac. Y196(0) (4 acorlmr or mra Ln on pIaoa. Sac. 31% (p) bca cbc Cbia la from plana caogaoc eo cha acairvay crrad noalags. kpp aloprr rhould wc ucead oom foot Surfaca of rm?a ahould be rough~od or of aonallp mcmrlaL. Sac. I397 (r) Id) Sac. 3307 (g) ba .a~La.d ma #pacf- f1.d to Sac. 1399 (a) ma (cw)-hour fircramlatlv* Vllh arm rmqulred. inco UfC eoclomure~. (b) My uft doorr at. dlawrd eo opmn (e) Doors abuld bm labeled 00. (ooc aad-ooa-half)-hour fir. arrmbllar. L.lc encloaucaa ahodd fncludo a corrldor 00 chm grouod floor u- taodlog to chm axcerlor. tire- realacive cooncruccloo ahould ha aa raqulrrd for cha axlc oncloaure. lncludlog procaccd opaoingm. Culy uic door. arm pacmlctd co opao Ioto thr corridor. Sam axcepcloo An approved barriar la raqulrad ac chm ground floor co pravmnc paopla from accidrocly coocfaulo& 10 cha' lowar laval. Uaablr .paca lr MC allovmd udar the ecalra. MOR. RCOF COtlSTRUCTION COVERING. 3KYLLGHTS. dUu Drift stop, Ilau-ztiling area. attics mansuds, orcrhml(s falx lronts and similar to limit area to 3,909 S.F. ar 60 L.F. (9.mO S.F. and IWJ LI, if qwlprinlrlcrs). 5cc. 2516 (f). blic proparry. Sac. 1Z07(a) mol dralna and on fndapaodanc drain llma arm raquirad. In lleu of chi.. orarflav rcuppare thraa cinae tha sir. of roof draloa rhould ba In.cdhd io perapec valla. Overflow ryrccm ehould bra idat. loearad 2 inebe. abora chm low paiacr of rha root. a a[[rasaca area ot paorhoueer end ocher root mtruccuram eennoc arcaad 13 1/3 percaac of rha aupporcfai root arm.. Sac. 36Ol(b) Provide minimum 22 I M to the attic area with minimum IQ' headroom above openhe . See. 3207k) c 320s (a1 ovide root vmu and curtain boards OC roof flashing (Scc. 3298) complies . scc. 392 w I 191 Show derails of hylights to show comptiure ow chimney to be 2' higher than any Option of building within I0 feet. Table 37-8 Sa. 3401 or kc. S2W. and equipped villi spark arrestar with rnnJl f exceding IW. Sa. )79) to prevent insulation intrusion. (jacramnto Building Code ad.) J5fSp.cial ioapaccioo in ~oruoca *e. 306 La requlrad. ISSUl -.oory or coacraea e1aeocr r.ai.c- hC .*l*dC forcaa should qualffy W0rc.d damaoca. Sac. 2312[j)z~ LWU Spaciflad fo Sac. ZJlb(a). I57 Scruccural cdculecioa. should ba iub- mitcad co juaclly Cha adaquacy ol cha acmerural eyers in reelsrln; ra~mlc and wind load.. and rupporclns dead and ardl bau ea coluro eonaaccfoa.. ba daaisncd for upllfc wind pramaura. vlch due conrldararlon Cor lacoral rupporc of compraamloa fJangaa of tluural 6aobars. ?loo; load ihould eooafdar a ZO-)-pound par aq fc parclrfoo load. See. Z?Ol(d) hrquaaa mhould ba dasignad tor e 60- pound par eq Cc lire load. Tabla No. 13-A ellovd. ?rowid. jolse anchors 6 CaaC on cantar uxbr mpacin[ dchouc #pa- Eiirways shall k desipcd for IO9 P.S.F. live lord. Table 234. 162 Crosa grain caoaioo lo vood la we #cia1 nll dami;o. Sac. 2112 I64 Llve load rduccloos rhould comply vlth w;;5. 1306. u.d-lui~td lumbar should ba lmbri- crcad in accordanca vith Sac 2511(1) A c.rcfftcacioa of inapaccion 8hll ba bmiLcad prior LO lIdd iompacclon. J Allwmbla serama io [lued-luinated mew Kra mar 12 bchaa In dapth mhould coo- rldar e dapch rmduction Iector. I ao1c.d connaceloor upomad CO cha Yea- <her er. 1lrLc.d co_gar cenc of cha. Sac. Jll (d 16 allowebla load undar protactad coodi- tloo.. Table 2s-F, loolnotc I. *nchora[a or concraca and MSOO~ walh rlyuood [radaa ahould codom dch Tabla No. IS-I. Jumcitfcaclon la raquirad Chat sulfl- pcLerbc alopa or embar la evellabla KO aaaura adaquare root dralnela *;:e* lent cis* ddlacclone. tn llru of ehls. roof. ma< ba daa![od lor Tarsibla pondin# ol urntar. Sac. 2lOJ(f) Dacaila 00 acreaaLn[ mathod and harduare fi elon[ with Juscllyln~ data are required oa preacreaad concrata uork. !lot. chat a11 candona ahould comply ulch fec. 4103 yahould compli uith Sac. 2110. F f or I1 ra-ra mi c ire pur pose m. ,&Idtag daca or dacails for .caw1 dack- lq uad aa a diaphrap ahould 5. pro- Docalls ad calculacloaa rhould ba pro- w d. se. 2393 fd / vUd 0. roof (Cloorl diaphragm connoc- ChB ChC ldicaca how tha ahaarw ata traufarrd LO rmrcical ahaar-rasiaclog [ypaur board (lach. ahaach- mg board) uad acructurally on whmar -11. mhould bo apaclfid co comply vteb Tabla No. 47-1. I Shar mllr ucillrla( tfpaum board ' (Lcb. abaaching board1 C~MOC ba uaad Co rariat load. impoaad by uaoary or C..CrmCI mlla. IooCMC~ 1. Tabla No. f whould ba damitnad eo 4th- scad a 20 (SO) pouad par fooc hori- xooCd fore.. Tabla &. 21-I Coral load of ooc 1aaa tho 10 (20) ma par rq IC. Tabla No. 23-1 177C.iling fruing ahould ba daalgnad for I78Suapaad.d calllag rhall ba daaisocd ea Le- 179Iacmrior pmrcitioaa ahould ba juacifid .CmcCurIlly Cor acr*a#th and daflactiom CCiCmL amac1li.d io Sac. 2309 (b). ck ColildaCbO pi-. Wha 1OCSChOa. S1S.m b -.dune# ol bocb Mchor bole. L holdowoa. m.1 loda.(Z312-~ L Tabla. 13-1 L 23-J) 1 Note on plans thaf A soils engineer shall evaluate MY unanticipated uncompleted fill clpadve soil or other soil problems disclosed during construction-. Scc. 396 (a) 12. -it soils chilication dcterminrfiun by a 1-d engineer or architect baed on obrmation. tests, boring% or excavations, and CmUining comments on the degree of emivmeu. compressibility and bearing Note on the pian the soils ciruification, whether oc not che soil is expansive, and note J tias, slab and building pad preparation. 186 Provide spread footinRs for concentraced loads dcsigmd for 1.999 PSF soil kuinx or per bearing value as determined by an mgi- 01 architect. Chaecrr 29 Nofe on the foundation plan that "1'rit-w to rhc contractor reqiw%tiirg a l~iiilili**K DepJrtmrnt foudatioli iiirprr tiiwi. t Iw soils riyinmr shall adrir~tlic IhiiIdittR Olficial in writing that: 1. the building pad was prcparrd in arcordance with the coilr report: 2. thr utility frraiichrs liavc hrcn properly backlillrd aid miilpicted. and: I the foundation CRC~V~IIOII*. forming and reinlorcemcnt romply with the mils report and approvcd plan." all ioisu, ralfers, kains. and prls - to 0" chick to k No. 2 Grade noialai 1\11 ports aid beams Fir-Larch or bcttrr. 1" and thicker shall be No. I trade !%wi&$l% Note CroU brldKinl( or blorkml. f'lrnr pirts and raftrri inmr tlsw 12' in rlrpth and spu,niitE more Ihaii 8 Iwf Jsill h* supported IatrraI1y by brid~.in# .at ii~l*-#r.i~~ mt ewerding 8 feet. Show hlakinl( at rndr atid .it wwpwl5 01 floor jui%t\ and ralters at citrrior r.ill% ir-Larch or bcttrr. (Tablc 254-1). k. 2506 fK) kC. 2)Wl (6) Show solid bkrlting at rice Jim? ad at eicaior wdls on triiucd roulr kc. ZY)f+.) doubled under bearin# putition. riuniitK pfsh"w &sable joists. Flm pist. dull hr . prallel with the birlr kc. 2>1? (11) yf Strow rafter ties Rdtcr tie. shll br spaccd not more than @ leet on rcntcr vhrre ralcrr ceiling joiru arc not pwallel. SK. tlrm 49 &gees to the horlrnltdl. 2517 (11) show ~/r minimum clearairc hctwcrn top plate 01 interior partitions and bottom chord tni- (To enwc loading will bc Show double top plate with minimum 46- bp splice. Scc. 2517 (8) Show nailing will k in cotnplianre with Table 2EQ. Show stud size and spacing complier with Note an A.1.T.C Crrcificatc of Coitipli.incc purlin brare- to hr VOI It-%% kr. deSlKWd) 5 Table 2 I-R-I. lor glurd laminated wood nicinbrrs *hall k given lo the 8uildinK Insprctor prior Scc. 306 (I) .Show I" x 4- or F I 6. studs in firit stay of tluec story building. kc 2516 (I) Provide muss details and trum calculationr Provide framing section dvwgh LL 2fl Pruvidc light and ventilation pr %. 795 h $SH~PA 71 Provide roi~ec rooms per kc. 705. Provik 0 VIA 7irRul*)f tlior arcas rustomuily used by humanr rparatc facilities for men and vomrn if numbcr of employees exceeds four and bofh sexes arc einployed. preparation or food storage room by tight- lifting door. Sec. 510 (a) Provide floor and wall linihho in toilet room, pcr Sec. 51Q (b) cstrooms dial1 be acceuible to the handi- 2/1.Toilct rooms hall be xparatd from id 4n ' :appcd and should be in compliance with k. 511 (a) and Title 2b requiremen% tp215 i'rovidc notes and details to show c~npliuWC ''.--iwilh State of California Handicapped Access- ibility Ncgcilatiair (see attached) ELECTllICC_L,. MSCHANICAL AND a PLUMUINC If elm rriral rrvicc cxcdr Zry) amps, diagrani ud show typo of wiring, switching, )+fprov~de lwd ralculations and single line &zitle nirchmical plans shoving thc &I. roridr plurnbing plans ~oviiig the drain wastc aid vcnt sy%trm ad material% cold and Iwrt watcr piping and matcrials and wiul.ir. on IIIC attarhed sheet. I I I 1 ! rr :' TITLE 24: DISABLED ACCESS REGULATIONS INON-RESIDENTIAL CHECK LIST^ AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. A. WAW AND SIDEWALKS (SEC 2-332S) I. Walks and sidcwdks shall have a continuous com- mon surface. not interrupted by steps or by abrupt changcs in Icvcl cxccedinlq H inch, and shall be a minimum of 48 inches in width. 2. Surfaces with a slope of less than 6 percent gradicnt shall bc at Icast as slipresistant as that dcscribcd as a medium salted finish. 1. Swfacrs with a slope of 6 pcrccnt gradient or greater shall be slip-resistant. 4. Surface cross slopes shall not exceed W inch per foot. 5. Walks. sidewalks and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of thew areas. grid openings in gratings shall be limited to H inch in the direction of traffic flow. 6. When the slope in thc direction of travel of any walk excccds I vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. 7. Abrupt changcs in level along any accessible route shall not exceed H inch. When changcs in level do- occur. they shall bc beveled with a dope no greater than 1:2 except that level changcs not exceeding % inch may be vertical. When dungcs in levcls greater than H inch arc nccessary they shall comply * with the rcquiremcnts for curb ramps. 8. Walks shall be provided with a level area not kss than 60 inches by 60 inches at a door or gate that swing, toward the walk, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from thc walk. Such walks shall extcnd 24 inches to the side of the strike edge of a door or gate that swings toward the walk. 9. All unlks with continuous gradients shall have level areas at least 5 feet in length at intervals of at least mry 400 fcet. B. HAZARDS (SEC. 2-3324) 1. Warning curbs. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, cxcccding 4 inches in a vertical dimen- sion, such as at planters or fountains located in or adjacent to walks, sidewalk, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn thc blind of a potcntial drop off. When a guardrail or handrail is provided, no curb is required when a guiderail is provided centcred 3 inches (plus or minus one inch) above the surface of the walk or sidewalk: thc walk is 5 percent or leu gradient or no adjacent hazard exists. 2. Overhanging Obstructions: Any obstructions that overhangs a pedestrian's way shall be a minimum of 80 inches abovc the walking surface as mcasured from the bottom of the obstruction. C. ARKINC (SEC. 2-7102) .. 1. The following table establishes the number of handi- capped parking spaccs required: Number of Handicapped Parking 0 Total Number of Parking Spaces Spaces Required I- 40 ....... 1 41- 80.. . . .. . 2 81 - 120. . . . . . . 3 121-160.. . . . . . 4 161 - 100. . . . . . . 5 SO1 -400. . . . . . . 6 401-500. . . . . . . 7 ovcr 500 . . . . . . . 1 for each 200 additional spaces providcd When kss than 5 parking spaces arc providcd. one shall be I4 fcet wide and lincd to provide a 9 foot puking area and a 5 foot loading and unloading arca. 2. Physiolly handicdppcd parking spaccs shall be 1- utcd as near as practical to a primary cntrancc. If only otic spec is priwidrd. it shall be I4 lcct wide and liiird tu provide a 9 foot parking area and a 5 foot IoadinR and unloading arca. Whcn murc than OW spacc is probidril in Iicu of providing a 14 foot wide spacc for cach parking space. two spaccs on be provided within a 25 foot wide arca lincd to pruvidc a 9 foot parkinn arca on each side of a 5 foot loadinn and unloading arca in the ccntcr. The min- imum Icnqh of cach puking space shall be 18 feci. ".., '' 3. In each parking area. a humpcr or curb shall bc pro- vided and locatcd to prrvcnt encroachment of cars ovcr the rcquircd width of walkways. Also. the spacc hall bc so locatcd that a handicapped person is not compcllcd to whcel or walk behind parked cars other I ,: '/ than thcir own. Pedestrian ways which ut accessible to the physi- crlly handicapped shall be provided from each such puking space to malted facilities. including curb cuts or ramps as needed. Ramps shall not encroach into any parking space. EXCEPTIONS: 1. Ramps locatcd at the front of physically handicapped parking spaccs my encroach into the length of such spaces when ~ch maoachment does not limit a handiapped person's capability to leave or enter their vchide thus providing equivalent facilitation. 4. Surface dopes of parking spaces for the phydully handicapped shall not exceed % inch per foot in MY direction. 5. Entnnccs to and vertical clearances within puking sr~cturcs shall have a minimum wrticd clearance of 8 feet 2 inches where required for accessibility to handicapped puking spaccs. Handicap parking idcntificatim signs shall be provided as required by Section 2-7102(e) in the following locations: 6. \ a. m the pavement within each rewired &rk- -\ ing sp.ca '-.-b,.&f.U\a- entrance to the parking facility. '* D. SANlTARY FACILITIES (SEC. 2-1711) 1. Where separate faalitics arc provided for non-handi- apped persons of each sex, separate facilities shall be provided for handicapped persons of each sex also. Where unisex faalitics arc provided for now handicapped persons, such unisex faalitics dull be provided for the handicappcd. 2. Where unitary facilities arc located on accessible floors of a building, they shall be made acccssible to the physically handiapped. S. Passageways leading to sanitary faalitics shall have a ckar acass width as specified in Chapter 33. All doorways leading to such sanitary faalities shall have: a) A clear unobstructed opening width of 32 inches. b) A kvcl and clear area for a minimum depth of 60 inches in the direction of the door swing as mcuwcd at right angles to the plane of the door in its closed position, and 44 inches where :he door swings away from the lcvcl and clear area 4. Multiple accommodation toilet facilities shall have the following: a) A clcar space mcuwed from the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficicnt size to inscribe a circle with a diameter not less than 60 inches. or a clear space 56 inchcs by 63 inches in six. Doors other than the door to the handicapped toilet compartment in any position may encroach into this space by not more thaii 12 inches. b) A watcr closet fixture lwtcd in a compartment shall provide a 28 inch widc dear space from a fixture or a 32-inch wide clear space from a wall at one side of the watcr closet and a 48 inch long clear space in front of the water closet if the compartmcnt has an end opening door (facing the watcr clowt). A 60 inch minimum length CICU space shall be provided in a compartment with the door located at the side. Crab bars shall not project more than 3 inches into the clear spaccs as rpeciliid abovc. C) A water closet compartment shall be equipped with a door that has an automatic closing device, and shall have a clcar unobstructed opening width of 32 inches when located at the tnd and 34 . inches when located at the side with the door positioned at an anRk of 90 dcpecs from its closed position. Except for door opening widths and door swin(ls. a ckar unobstructed acCCm not less than 44 inches shall be provided to watcr closet compartments dcrigncd for UK by the handicapped and the space immedmtcly in front 11/84 d a Wtcr dorct onrputmnt 3up be no8 lea that 48 inchcr u meuured at ri&t angler to com- partment door in ita dord poition Sin#. -tion toilst fwilitiaa shall hrr th followin): Thra ahdl bo wfficimt in Uu toilat roam for a rh.olshsir uas- urinq IO inches ride by 48 inches long to Enter Lh. roam and permit ttu door to eloaa. afar closet shall be located in a spwo which proridas a 28 inch rids clear .paca frm a fix- turn or a 12 inch rid. clear space from a wall at am rid. of th water clout and 08 inch.. of clear space in front of th ratar closat. 5. The 6. In an cxirting buildin6 a single accommodation toilct facility may have the water closet fixture loatcd in a compartment which provides a dear spaa of not lor than 36 inches wide by 48 inchcr long in front of the water cloact. 7. Crab bars louted on each aide. or one ride of the back of the physially handiapped toilet stall or compartment shall be vcurely attached 33 inchcr above and panllel to the floor. Cab bars at the side shall be at least 42 inches long with the front end positioned 24 inches in front of the water dort stool and gnb bars at the back shall be not leu than 36 inches Ion#. The dmmeter or width of the gripping rurfacer of a grab bar ahall be 1% inch to 1% inch or the dupe shall provide an equident gripping surface. If grab bars are mounted adjacent to a wall, the space be- twen the wall and the grab bus shall be l % incher. 8. A dear floor spacc 30 inches by 48 inches shall be provided in front of a lavatory to allow a forward approach. Such clear floor spacc shall adjoin or overlap an acccsible route and shall extend into knee and toe spaa undcmcath the lavatory. 9. Where urinalr are provided, at least one shall have a ckar floor spa 30 inches by 48 inches in front of thc urinal to allow forward approach. Hare facilities for bathing are provided for th. public, clients or qloyeea, lmluding showers, bathtubs or lockers, at le+ om such facility shall comply with the handi- cap access standards in Suctlon 2-1711(j)- 1/4 inch thick ldantificntim aynboh shall k provided on doors to sanitary facilities. A 12 lruh triangle for men md 12 inch dia- rter circle for women is required. 10. 11. . E. WATER CLOSETS (SEC. P-1502) 1. The height of accessible water closets shall be a min- imum of 17 inrhes and a maximum of 19 inher measured to the top of the toilet scat. Flush controlr shall be opcrablc by an oscillating handle with a maximum opcnting force of 3 Ib or by a remote low voltage button. The handle or button ahall be located so they are operable without requiring cxceaaive body movement. 1. Where urinak are provided at least one elongated rim at a maximum of 17 incher above the floor is required. 2. Flush controlr rhall be hand operated, and shall be mounted no more than 44 inches above the floor. 1. Lavatories shall be mounted with a clearance of at leut 29 inchcr from the floor to the bottom of the apron with knee dcarance under the front tip cx- tending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe deanncc shall be the same width and shall be a minimum of 17 inches deep from the front of the lavatory. 2. Hot water and drain pipes under lavatories shall be insulatcd or othcnuise covered. fhcre rhall be no sharp or abrasive surfacer under Iavatorier. 3. Faucet controlr and operating mechanirmr rhaU be openble with one hand and rhall not require tight grarpinR. pinching or twisting of the wriit. The force rrquired tn activate controlr ahall be no greater than 5 Ib. Lever-operated. push-typr and electronically controlled mcchanisms arc rramplcr of acceptable derimr. Self-closing valves are allowed if the faucet remaiaa open for II leaat IO vconda. F. URINALS (SEC. P-1503) C. LAVATORIES (SEC. P-1504) K DRINKING FOUNTAINS (SEC ?-1507) 1. Thc &inkin# fountain abdl k I dhum of 18 inchcr in depth and there rh.U be cku and unob- structed spacer under the drinking fountain not krr than 27 incher in height and 18 incher in depth. the depth measurementi being taken from the front edge of the fountain. A aide approach drinking fountain is not acceptable. 2. The bubbler shall be activated by a control which ir easily operated by a handicapped person ruch u a hand-operated lever type control located within 6 inches of the front of the fountain. a puah bar control along the front of the drinking fountain, ctc The bubbler outlet orifice shall be loated within 6 inches of the front of the drinking fountain and &dl be within 96 inchcr of the floor. The Water stream from the bubbler shall be subatantially panllcl to the front edit of the drinking fountain. 9. !Yhcrc water fountains arc provided. they ahall be bcated completely within alcoves. or otherwise poriooned so ar not to encroach into pcdcrtrk mys. ’ 1. DOORS k HARDWARE (SEC 23301. 1301,3106) I. All primary entrances to buildings shall be made accesriblc to the handicapped. 2. Hand activated door opening hardware ahdl be centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti- vated and which are in a path of travel, shall be oper- able with a single effort by lever type hardware, by pnic bars, push-pull activating bars, or other hard- ware designed to provide passage without requiring the ability to grasp thc opening hardware. Locked exit doors shall opente as above in egress direction. Doors to individual hotcl or motel units shall opcr- ate similarly, except that when bolt and unlatching operation is kcy operated from corridor or exterior sidc of unit door, large bow keys (2 inch) full bow or 1% inch (half bow) shall be provided in lieu of lewr type hardware on the corridor side. Separate dead lock activation on room sidc of corridor doors in hotelr or motelr shall have lever handle or large thumb turn in an casily reached location. S. Width and Heights. 1. Every required exit doorway shall be of a size as to permit thc installation of a door not less than 3 fat in width and not leu than 6 feet, 8 inches in height. When installed in exit doorwayr, exit doorr shall be capable of opening at least 90 degreer and shall be so mounted that the clear width of the exitway ir not lerr than 52 inches. 4. For hinged doorr, the opening width shall be mea- sured with the door positioned at an ;mde of 90 dcgrccr from its closed position. At least one of a pair of doors shall meet this opening width require- ment. Revolving doors shall not be used as a required entrance For thc physically handiuppcd. 5. Maximum effort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for interior doors. such pull or push effort being applied at right angles to hinged doors and at the Center plane of sliding or folding doors. Compensating devices or automatic door operators my be utilized to meet the above standards. When fire doon are required. the maximum effort to operate the door may be increased not to cxaed I5 pounds. 6. Conrtruction. The bottom 10 incher of all doon except automatic and diding rhll haw a rmooth uninterrupted surface to allow the door to be opened by a wheclchair Footrest without madnB a trap or hazardour condition. Where narrow frame doors are used, a IO inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. 7. Thrcsholds shall not cxaed H inch in height. 8. Where turnrtilcs arc urcd a door or gate that ir accessible to the handicapped rhdl be provided within 30 fret. 9. There shall bs a level clear area m each rids of m exit or pmarmgs door. Provide 60 inches clear in th direction of tho door nlq md U Inchem on th sids opposite th door .ring directim. rqlt. to th closed door. mawr-ta era to k mt riet 11/84 10. 11. lhe width of the rqired level area on th aid. into which th door min)s shll extend 24 inch. paat tha strike edqe for exterior doors and 18 inchea past the strike edqa for interior doors. The me between tw consecutive dmr openings in a vestibule serving other than a required exit stairwey shell provide a mini- of 08 inches of cleer space from any dmr opening into the vestibule when the door is open 90.. hrs into a vestibule shall wing in the same direc- tion or they both shall suing away from the vestibule. J. CORRIWRS AH) EX11 8ALCONIES (SCC. 2-JMo) 1. brridora that 200 fwt in largth shall: kve a mini- clur width of 60 inches: Have at a central location. a 60 inch x 60 inch miniw &elchair twrning/passing space: or E. Haw at a central location. M intervening cross corridor (rind 44“): or d. Have at a central location, M openable door .hid! provldes coaplying access to an area adjacent to the corridor. a. b. K. STAIRWAYS (SEC. 2-SY05) 1. 2. 3. 4. 5. 6. Handrails shall extmd a ainiw of 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. The handgrip portion of handrails shall be not leos than 1-1/4 inches nor mre than 2 inches fn cross-sectional dimension or the shape shall pmvide an equivalent gripping surface and dll have a smooth surface vith no sharp comers’. The upper approach and the lower tread of each interior stair end every tread of exterior stairs shell be marked by e strip of clearly con- treating color, at least 2 inches wide, placed parallel to, and not more than 1 inch from the nose of the step or lending to alert the visually impaired. Opan stairways are not permitted. Riscra stdl k sufficiently solid to prevent the psaqa of obhcts larger than l/4 inch. Tread surfaces shall k dip-resistant ud dull have smoth, randed or dufered exposed edges. ltu lower front edga shall be beveled or randad. king shall not project more than 1-1/2 inch (Applies to stairs with 2 or more risers) past the face of the riser belor. RAMPS (SEC. 2-1306) 1. The dope of a ramp hU not cxacd 1 in 12. 2. The top landings on a mp must be at least 60 inches in depth. 3. If a door swings onto a top landing the landing depth hall be not leu than 42 inches plus the width of the door. 4. The top landing shall haw a width not leu than its depth. 5. The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramps and 18 inches at interior ramps. 6. Thc bottom landing shall be not leu than 72 inches dccp. 7. lntermediate landings shall be provided at turns and whenever the change in level exceeds 30 inchc* 8. Intermediate landings on straight ramps shall have a depth of not less than 9’4”. Intermediate landings on ramps that turn grea~er than SO degrees rhrll be not less than 6 feet in depth. 10. Ramps serving a primary entrana for an occupurt load of 300 or more shall be not less than 5 feet wide. 11. Handrails shall be placed on each side of ach ramp md shall extend 12 inches beyond the top and bottom of the ramp. 9. Ramps shall be Dot less than 4 feet wide. 12. Sufaccs of ramps shall be dip resist.nt. 1. 2. 1. 4. 5. 6. At hat on elmator -11 hue a mini- in- aid. car platlorn of 6 fnt 8 irrha wid. by 4 feet J inchea deep with a miniu clear openirq width of 42 inchea in buildinqs -re than thrw stories in height and in all buildings where elevators are reguired. Passenger elevators in bulldinqs othr than thoma required in No. I above and serving n occupant load of mre than SO shall have a miniw inaid. ear platform of 5 feet 8 inches ride by 4 feet 1 inches deep. Passenger elevators in buildings other than W required in No. I above and wrvlng M occupant Id of leu than SO shall have a miniu insida car plstfom of 4 feet 6 inches wide by 4 feet 6 inches deep. The door opening ahall be at laut 2 feet B inches clear width. A11 paaaenger elevators shall have handrail lo- cated 2 feet 6 inches to 2 feet 10 inches above Elevator car operation buttons need to be with- in reach of wheelchair users and of a type that blind or partially righted persona CM idntlfy as required by Section 2-51OJ(e) 2.0. and E. heelchair lifts shall conply with hc. 2-5104. Ooors shall be J feet clear aid. alide-type. uu car platfom. N. REFUCE AREAS (SEC. z-ssoz(g)) (rxx twtsw I~CULATEO aa!PANCIES) 1. Every multi-story building where access is pro- vided for the physically handicapped shall have designated (signed) rooma or .C~M on each floor to provide safe refuge for the handicapped. Refuge areas are not required on stories opening to grade or vith ramps to grade or in stories used only as service basements or only for park- ing. 0. TELEPHONS (KC. 2-1715) I. General. If public telephmes are provided. thy -11 conply with Section 2-171Xa) through (9). P. ELECTRICAL 1. Electrical receptacles (15, 20 Md M Dmpa) ahall be at least 12 inchea above th floor. kction E2lO-25 kitchea and controls for light., applinces. cooling. heating and ventilating equipcnt ahall be not less than S feet nor mra thm 4 feet above the floor. Section 5-Sea-8 Fire alarm inltiatinpdcvices dull be 48 inchea dove the flwr, ground or sidewalk. Section J-760-8.1 2. 1. 0. SPfCIfIC OCCUPANCY RCOUIREKNTS Ch-ters 2-6 through 2-14 have specific occupancy requirements for access in addition to the general requirements listed above. Provide notes and de- tails to cmply with 11/84 .. ? Jurisdiction CpRLS &Ao I Prepared by: VALUATTON AND PLAN CHECK FEE Res id entia1 I Res. or Corn. Fire Sprinklers a Bldg. Dept. Esgil (a (3 PLAN CHECK NO. EW-6 g5 BUILDING ADDRESS 230/ Cr+&,AJ* HIL' 5 APPLICANT/CONTACT O.CS,W - BUILDING OCCUPANCY 4+ DESIGNER PHONE TYPE OF CONSTRUCTION !/A) CONTRACTOR PHONE PHONE NO, k/? - */ 3? - z1759 Air Conditionina I I Commercial I Total Value $ S&o,W Building Permit Fee $- - - Plan Check Fee $ s 3 GV, 33 COMMENTS: 8/4/82 . Q: w 21 5: -. -' . SCHOOL FEES: SAN DIEGUITO ENC IN1 TAS CARL SBA D SAN MARCOS % COVERAGE- BUILDING HEiGHT FENCES/ WALLS SIDE --- Tb!O CA3 GARAGE REAR CGHMENTS: wu an PLANNING: TYPE OF STRUCTURE p/d -. ZONE: * IF THIS XTEM IS NOT CHECKED, BUILDING DEPARPIENT HILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) e&.?.%- w* I 1200 ELM AVENUE Qitp of Carl&& ’ PAGE 1 OF- CARLSBAO, CA 9200&1989 FIRE DEPARTMENT TELEPHONE (619) 4386523 DISAPPROVED PLAN CHECK# PLAN CHECK REPORT ADDRESS PHONE ADDRESS PHONE TOTAL SQ. FT. STORIES L OWNER OCCUPANCY APPROVAL OF PLANS 18 PREDtCATED ON CON TO THE FOLLOWINQ CONDITIONS ANWOR d%kNQ THE POLlOWlyG CORRECTaNS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy af: floor pian(s); site pian; sheets Provide tw9 site plans showing the location of ail existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are required for the Installation of ail fire protectr‘on systems (gprinkiers, stand pipes, dry chemical, halon, COI, alarms, hydrants). Plan must be approved by the fire department prtor to instailation. The business owner shall complete a building information letter and return It to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT - 1. - 2. - 3. - 4. - 5. - 6. The following fire protection systems are required: 0 Automatic firs sprinklers (Design Criteria: 1 O Dry Chemical, Halon, Cot (Location: 1 O Stand Pipes (Type: 1 O Fire Alarm (TypdLocation: 1 A 7. Fire Extinguisher Requirements: $?!One 2A rated ABC extinguisher for each /,M(n- sq. ft. or portion thereof with a travel distance to the neerest An extinguisher with a minimum rating of extinguisher not to exceed 75 feet of travel. to be located: Other: Additional fire hydrant(s) shall be provided - 8. EXITS )c_ 9. -10. Exit doors shall be openabie from the inside without the use of a key or any special knowledge or effort. A sign stating, ‘‘ This door to remain unlocked during buslness hours” shall be placed above the main exit and doors clearly indicate the location of exit doors. x11. EXIT signs (6” x %” letters) shall be placed over all required exists and directional signs located as necessary to GENERAL -12. -13. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Unlform Fire Code. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. if high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. - 14. Addltional Requirements. J -15. Comply wj!hraqiuiations on attached sheet(s). 4, Plan Exrmlner Date - Report mailed to architect - Met with Attach to P#am L irk .*o.*dlyyLL - *.. CARLSBAD FIRE DEPARTMENT PAGE 2 OF w PLAN CHECK REPORT k 14. Drapes and other decorative materials shall be flame retardant. thereof shall be provided. Exits, exit lights, fire alarm stations, hose cabinets and extinguisher locations shall not be concealed by decorative Certification material. Interior finish shall conform with Tit regula t ions. WlS. 216. Fireplaces and other appl iances employ e California Administrative Code ng open flames shall have metallic guards. - 17. - 18. - 19. An approved fire alarm or two-way communication system shall be provided per Loose chairs exceeding 299 shall be bo,nded together in groups of 3 or more. Storage and janitor closets shall be of one-hour construction with all openings protected with 3/4 hour self closing and latching assemblies. \ Title 24, California Administrative Code. An occupant capacity sign,,y*th minimum one inch letters and numbers, shall be posted near main exit ( /) square feet per person). id L,pp~m j-~ TaId Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A "THIS DOOR MUST REMAIN UNLOCKED WHENEVER THE PUBLIC IS PRESENT" sign, with minimum one inch letters, shall be provided adjacent to main exit door "EXIT" signs shall be in block letters minimum 6 inches high. Luminance on face of sign shall be 50 lux. "EXIT" signs shall be electrically illuminated and energized from separate circuits. Show on electrical plan(s). One of the above circuits shall be part of the emergency lighting system. An "EXIT" sign shall be posted over exit door; I 4 i . - 21. - 22. x23. - 24. - 25. 426. A20 / and directional signs located . Show locations on floor plan(s). 17 , j3 27. Approved panic hardware shall be provided on exit doors '4, 5, b , . Show on door schedule. ings protected with 20 minute self closing and latching assemblies. - 28. Corridor shall be of one-hour construction with door open- Plan Examiner Date 7 .. A *. , L. I.. ... -... . - --.. . I. -_._ __-.. .-.---- -- -,.- .......... .I__^__.X ...................... ---L..-.--..wY.lr-. ................ _--... ...................... ..,.-- .......... .. . -- I . 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I .. . ...... ... ........ ............ ............ .. ...... . .. ..... .~ -. . ...... ....... ... .... .. ... . .. ..... I,. ...--.,. -. , - l.. ... ,. -! ._.m .__... --- ----.A_ _I .I...-.- .a .--I._,. ..___-.- i- - _--I_I. &.-A I-_CI_.. j---L.I---,_ .I .; ~ ~ : [. i I .*L. I .i_ -., , . ..... ........ ...... . .. ... .. , -- . . .. ..... . ... ...... ....... ... ....... ....... . a_j ..... .--.d.. *.- ~ .. , ,. . .. * . -~-, .": i ! ..I .. - ....... ......... I.."_.. __ . . *. .. .... -_-.. - .* ...- , ..,.._ _._ ...... _* ....... .. 9. ,I 1 .- ..... .......... . - ...... ... ._, .....,. ,-... .,... ..:. -i _.__ , A. .................. ... ....... . . .... I -" .,. .... -- -4 _j -1 - , i. _. . , . ..... .- .... . .i .~ I.. I . ,- .- . ., . - . . . .. . .- . ... .. . ,. .. -_.-.... __._ -.1.* ---. - i---.--.^--- -11.1 -.---*-.-- ---- .. ._-. r..__ -.ll__l_ll.___-- ~ --.-..-.- * .l-l.....*.y..-.I. I .. . -..-__ . I ...... ...... . .... +. I .. ". I > -. . I ._I ... ...... ? .. .... .- .. .... ., ...... ... .. .. ., i I. . - .. .- _.... - _. < * ,. ...... ... .. ... __ , ............ ..... ...... ..... , -. . -. *.. _: .. - . - . . , SOUTHERN CALIFORNIA SOIL AND TESTING. JNC. 6280 RIVERDALE ST. SAN DIEGO. CALIF. 92120 TELE 280-4321 P.0. BOX 20627 BAN DIEGO. CALIF. 92120 74-831 VELlE WAY PALM DESERT, CALIF. 92260 TELE 346-1078 678 ENTERPRISE ST. EPCONDIDO. CALIF. 92025 TELE 746-4544 January 8, 1984 PRL Properties Investments Post Office Box 2138 Carl sbad, California 92008 SCSetT 8421098 Report No. 6 SUBJECT: Active Pressure Recommendation, Camino Hills Clubhouse, El Camfno Real and Camino Hi 11 s Drive, Carl sbad, Cal i fornia. Gent 1 emen : In accordance witn the request of the project architect, we are providing the active soil pressure criteria for the proposed retaining walls adja- cent to the clubhouse at the subject site. It is our understanding that the backfill conditions will be both level and upward sloping at a 2:l ratio. Based on these conditions and our understanding of the on-site soil condi- tions, we present the following recomendations: Level Backfi 11 2: 1 Backfi 11 Active Pressure 40 pcf 80 pcf We further recommend that all walls be provided with a subdrain behind the wall to prevent the build-up of hydrostatic pressures. The outer three feet of backfill material should consist of granular, free draining, nonexpansive soil densified to at least 90% of their maximum dry density. SOUTHERN CALIFORNIA SOIL AND TESTfNG. INC c SCS&T 8421098 . January 8, 1984 Page 2 Should you have any questions after reviewing this information, please contact the undersigned at your convenience. Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING, INC. Robert R. Russell, R.C.E. #32142 RRR:mw cc: (3) (3) (1 1 Submitted Robert J. Royce, AIA 2956 Roosevel t, Suite 3 Carl sbad, California 92008 SCS&T, Escondido SOUTHERN CALIFORNIA SOIL AND TESTING. INC. S,OUTHERN CALIFORNIA SOIL AND TESTING. INC. 6280 RIVERDALE 5T. 5AN DIEGO. CALIF. 92120 TELE 280-4321 P.0. BOX 20627 SAN DIEGO. CALIF. 92120 74-831 VELlE WAY PALM DESERT, CALIF. 92260 TELE 346-1078 678 ENTERPRISE '5T. ESCbNDIDO. CALIF. 92025 T'ELE 746-4544 January 24, 1985 PRL Properties Investment Post Office Box 2138 Carl sbad, Cal ifornia 92008 SCS&T 8421098 Report. No. 5 SUBJECT: Final Foundation Recommendations, Proposed Clubhouse, Camino Hills Mobile Home Subdivision, El Camino Real and Future Camino Hills Drive, Carlsbad, California. t Reference: Site Preparation and Foundation Recommendations, Proposed Recreational Facilities, Camino Hills Mobile Home Subdivision, Prepared by Southern California Soil & Testing, Inc., dated November 29, 1984. Gent1 emen: As requested, we have sampled and tested for its expansive characteristics a representative sample of foundational soil from the clubhouse pad at the subject site. An expansion test was performed in accordance with UBC Standard 29-2. The results of this test indicated that the near surface soils possess an Expansion Index (EI) of 163. these soils are critically expansive. These results indicate that In view of these conditions, it is our recommendation that the clubhouse and surrounding improvements be designed in accordance with the criteria SOUTHERN CALIFORNIA 501L AND TESTING, INC. 8421098 Janaury 24, 1985 Page two established for "Construction on Highly Expansive Soil" referenced report. Should you have any questions after reviewing this report, please feel free to contact the unders'igned at your convenience. as outlined in the Respectfully subrni tted, SOUTHERN CALIFORNIA SOIL & TESTING, INC. Robert R. Russell, R.C.E. #32142 RRR/nr cc: (3) Submitted (1) Jack Edwards (1) Robert Royce, AIA (1) SCS&T, Escondido SOUTHERN CALIFORNIA SOIL AND TESTING. INC. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6ZBO RIVERDALE ST. 5AN DIESO, CALIF. 92120 TELE 280-4321 P.0. 6DX 2D627 5AN DIE00, CALIF. 92tZD 74-831 VELlE WAY PALM DEBERT, CALIF. 92260 TELE 349-1078 678 ENTERPRISE IT. EICONDIDDt CALIF. 92025 TELE 746-4544 November 29, 1984 PRL Properties Post Office Box 2138 Carlsbad, California 92008 1 SCS&T 25098 Report No. 4 SUBJECT: Site Preparation and Foundation Recommendations, PropoSed Recreational Facilities, Camino Hills Mobile Home Subdivision, Carl sbad , Cal i fornia . Gentlemen: As requested by the project architect, Mr. Robert Royce, we have reviewed the submitted site plan for the recreational It is our understanding that a single story, swimming pool and tennis court are presently to be located in the southeastern portion of report we have a so reviewed our previously SITE PREPARATION facilities at the subject site. wood framed clubhouse, a proposed. These facilities are the subject site. For this ssued reports for this project. Based on this review, it appears that the clubhouse will be located on a cut and fill pad. It is anticipated that a portion of the soils on this pad will consist of the highly expansive clays which we encountered in Boring No. 5 to the east. pansive soils, we offer two possible alternatives. In order to minimize potential distress resulting from these ex- The first possibility is SOUTHERN CALIFORNIA SOIL AND TESTING. INC. SCS&T 25098 November 29, 1984 Page two to perform selective grading so that the soils within three feet of finished grade are nondetrimentally expansive. the footings and slabs to withstand the forces resulting from the expansion of these soils, These foundation recommendations will be provided later in this report. The other alternative is to design It also appears that some relatively soft topsoils may exist beneath the proposed improvements. We recommend that these soils be removed to firm natural ground and then be replaced as a properly compacted fill. It is estimated that the maximum depth of removal and recompaction wil-1 be on the order of three feet beneath the clubhouse and two feet beneath areas to be paved. likely expose some silde involved soils. Should this condition occur, we recommend that a facial buttress, at least 12 feet thick, be placed along the outer face of the slope. personnel to determine if this buttress will be required. The cut slope between the tennis court and clubhouse will most 4 This slope will be examined by our geology FOUNDATION RECOMMENDATIONS Construction On Nonexpansive Soil: Should this condition prevail, it is our opinion that the proposed structure may be supported by spread footings. The continuous footings should be founded at least 12 inches below lowest adjacent finished grade with a minimum width of 12 inches. Column footings should be located at least 18 inches below adjacent grade and be at least 24 inches square. An allowable soil bearing pressure of 2500 pounds per square foot may be used for foundation design. We further recommend that all continuous footings be reinforced with at least one No. 4 bar top and bottom. Construction on Highly Expansive Soil: within three feet of finished grade, the following foundation recommen- dations should be implemented. Should expansive soils exist. November 29, 1984 Page three J All footings should be founded a minimum of 24 inches below adjacent finish grade and may be designed for an allowable soil bearing pressure of 1500 psf.- Footings should have a minimum width or diameter of 12 inches. Both exterior and interior continuous footings should be reinforced with at least 2 No. 4 bars positioned Linches above the bottom of the footings and 2 No. 4 bars positioned 3 inches clear below finish floor. reinforced. Pier footings need not be L Interior slabs should be a minimum of 4 inches in thickness and underlain by a 6 inch blanket of clean coarse sand or crushed rock. with 6X6-10/10 welded wire mesh and completely surrounded with a continuous footing. Further, interior slabs should be reinforced d$ Exterior slabs should be a minimum of 4 inches in thickness and underlain by a 4 inch blanket of clean sand or crushed rock. 6”X6”-10/10 welded wire mesh and provided with weakened plane joints as recommended hereinafter. Further, exterior slabs should be reinforced with Weakened plane joints for exterior slabs should be provided for any slab greater than 5 feet in width. Any slabs between 5 and 10 feet should be provided with a longitudinal weakened plane joint at its center line. Slabs exceeding 10 feet in width should be pr0vide.d with a weakened plane joint located.3 feet inside the exterior perimeter as indicated on the attached Plate.No. 1. Both transverse and longitudinal, weakened plane joints should be constructed as detailed on Plate No. 1. SOUTHERN CALIFORNIA SOIL ,AND TESTING. INC SCS&T 25098 November 29, 1984 Page four f) ' Clayey soils should not be allowed to dry before placing concrete. that the soils are kept in a very moist condition or at a moisture content exceeding two percent above optimum moisture con tent , They should be sprinkled if necessary to insure g) Surface drainage should be directed away from the proposed foundation, h) Prior to placing concrete, the foundation excavations should ' be inspected by a representative of this office to verify compliance with the above recommendations. The determination of which alternative shall be used shall be determined upon completion of mass grading and will be based on the actual expansive characteristics of the finished grade soils. If you have any questions after reviewing our report, please do not hesitate to contact this office. sincerely appreciated. This opportunity to be of professional service is Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING, INC. Robert R. Russell, R.C.E. #32142 .. RRR/nr cc: (4) Submitted (1) SCS&T, Escondido (2) Robert Royce, AIA SOUTHERN CALIFORNIA SOIL AND TfSfIN13. INC SLAbS 3' 3' .... .. . -. .... -*. .. .. ...... . *- .... .... ..... .... TRANSVERSE WEAKENED .. .-***. '.JOINTS.' :. - - PLA.NE JOINTS .. .: * ..... .. .. ....... .... I I ..... .... . .- .. . . , ..... .. I 10 I w 1 5'-10' 1 Ir; EXCESS OF io FEET IN NIDTH SLABS 5 TO 10 FEET PLAN NiTiSi IN WIDTH JCI NT SEALER ...... 6 "~6 "-lO/lO, WWM STRIP IN ADDITION TO CON- TINUOUS REINFORCEMENT ,DETAIL-WEAKENED PLANE JOINT NiTiSi WW M SOUTHERN CALIFORNIA 501L TESTING LaB, 3NC. BAN OIE~O, CALIFORNIA mtzieo UPSO RIVERPALE eTREET I DATE RRR 11-29-84 BY I No- 25098 1 Plate NO. 1 GERALD STEEL, PRESIDENT PO BOX 2369 - RANCHO SANTA FE, CA 92087 (61 9) 276-6344*755-8014*789-0014 ENERGY CALCULATIONS FOR Robert J. Royce AIA 2956 Roosevelt Suite 3 Carlsbad, CA 92008 1 2-1 8-84 For Camino Hills Clubhouse The bul I dhg deslgn as de-fat I ed In these energy cal CUI atjons, to the best of fit knowledge, meets the requlrements of Title 24, Part 2, Chapter 2-53. T1 1 1 5.84 '/ JOBE GAY CONCRETE SAWING, INC. P.O. BOX 727 CARLSBAD, CALIFORNIA 92008 (619) 729-1 329 9 (61 9) 729-4928 P.R.L. Properties Management % Michael Straub, General Contractor Box 1306 Carlsbad, CA 92008 An estimate is hereby submitted to break up and remove a proposed 3200 sq ft, frame and stucco building on a concrete slab, located at 2301 Camino Hills Drive, Carlsbad, including trucking and dump fees, total cost to be $2,250.00. The above price assumes there will be sufficient time to salavage reusable building materials and to reduce the amount of material to be hauled to the dump. Gary Andrews, estimator May 30, 1985 City Engineer City of Carlsbad 1200 Elm Avenue Carlsbad, Ca. 92008 Re: Agreement for Removal of Clubhouse - Camino Hills Carlsbad Tract CT 83-25 Dear .Sir: This letter shall constitute our agreement and guarantee to remove the clubhouse if the Final Map for the above referenced tract is not recorded as required by the Conditions of Approval of said Tentative Tract Map pursuant to Planning Commission Resolution No. 2296. PRL Properties Management, Inc. hereby agrees to demolish, salvage and remove the clubhouse as shown on the attached ex- hibit; in the event the Final Map thereof shall not be recorded within one (1) year of issuance of the building permits for said clubhouse, or such extension period granted by the City of Carlsbad, or such map is abandoned. If a significant conflict results between the placement of the clubhouse and the final improvement plans, to be approved by the City Engineer, PRL Properties Management, Inc. shall, at our expense, remedy the physical conflict. This shall be accomplished to the satisfaction of the City Engineer. PRL Properties Management, Inc. has furnished the City of Carlsbad with a check in the amount of $2,250.00 to assure the performance of this agreement. We understand that this deposit will be refunded to us upon recordation of the Final Map. 5285 El Camino Real Mail: EO. BOX 2138 Carlsbad, CA 92008 (619) 931-1234 Td Eo bin, Jr. President\ PRL Properties Mgmt., Inc . . L CMIHO HILLS HOWEOWNERS ASSOCIATIOIJ 2301 Bryant Drive Carlsbad, California 92008 July 29, 1986 Mr. Ed Ruiz Planning Technician I1 City of Carlsbad Planning Department 1200 Elm Street Carlsbad, California 92008 Re: Camino Hills Homeowners Association's Acceptance of Certain Common Area Facilities Dear Mr. Ruiz: We wish to take this opportunity to thank you for extending to the Camino Hills Homeowners Association the opportunity to participate in connection with the issuance of a Certificate of Occupancy on certain common area facilities. However, during a meeting of the Association's Board of Directors held on July 28, 1986, it was decided that the Board would decline to comment on the common area facilities as built and leave the acceptance and approval process between the Developer and the City. In this connection, however, it remains the Homeowners Association's understanding that, upon the request of the Developer, the City of Carlsbad would immediately issue its Certificate of Occupancy on the common area facilities. Again, thank you for your courtesies and cooperation. Very truly yours, CAMINO HILLS HOMEOWNERS ASSOCIATION Hugh T. Dutter, $f./ President cc: Mr, Rodolfo Albin, Jr. PRL Properties Management, Inc. VALIDATION City of Carlsbad CERTIFICATE OF OCCUPANCY 1200 ELM 438-5525 BUILDING DEPARTMENT You are required by law to complete and return this form to our office. ~%?%o, 8 4 -6 5 5 Business Address where Business will be conducted 2301 Bryant Drive (Rec. Bldg.) Name of Occupant PRL ProPerties Manaqement I Inc. Phone - 4 Address of Home Office of Occupant If different from above 5 2 85 El Camino Rea 1 I Home Office Phone - 931-1234 Owner of Building PRL Properties Mgmt. , InC. Address 5285 El Camin0 Real Phone 931-1234 Type 01 Business Mobile home Park Describe exact use of all portions of each building and lot Resident ' S Use - Clubhouse I Previous use of Building N/A I if any h-one in this application; that they are true and correct, and that I make this statement under penalty Of perjury. Dated this 4 th. day of Auust , 19 8 6 in the City of Carlsbad, State of California Signature of Applicant .L3 FOR DEPARTMENTAL USE ONLY Use Zone Occupancy Group A -3 Type 01 Construction V_ j$ Planning Department Engineering Department Fire Prevention Date W--.q- Dale Date Health Department A Signature of Building Official / G ~ ~ / White - Building Dept. Yellow - Applicant Pink - Flnance Gold - Fire Dept. -~ ~~ ___ __~