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HomeMy WebLinkAbout2530 LA COSTA AVE; ; CB891861; Permit. ""· B U I L D I N G P E B. M ·J: 'l~:- 11/05/90 10 ~ 41. Page 1 of 1 J6b Addres.s: 2530 LA COSTA Permit Typ.e: SINGLE ·FAMILY Parcel No: _216-360-04-00 V.a,luation: · 260,295 Cop.struction. Type: · NEW Occupancy Group·: · Description: 3355 SF+ 800 : 550 SF DECK AV Str: DWl,NG -DETACHED Class Code~·· SF GARAGE 2S Fermi t No; CB891861 .. · · Proj,ect No:. AB-90.3328 .. \ b'evelop111ent. No: Fl: ·. Ste: . . . 9218 11/05i90 0001 01 "02 ·· : -C-PRMl 120'~4 .oo · . eu~· .Loo3· . 1 St;a'tus: · ISSUED · ' · ·1 .. ~pplj:ed: · 12/04/89 _Apr/.J;s.sue: 11/05/90 Validated.·By: DC .Appl/Ownr REYNOLDS, STEVEN 4 3 9 3 DA.TE AVENUE 619 ~62-1158. · LA-MESA, CA 92041 · '-····,.>., GHADISHAH I BAHRAM . ... /~,·; ~ ... L~'?>), ·owNER ./ , < 4 ' I '"-'-'\. . 412 WEST 7TH $'1".RE.ET· A-3 ·~. / ···, / uj 1,. '-.._ LOS ANGELES . CA 9'0014 :'../~ f // · "-. ·. OWNER· 2'1·3 624...'..19 51- I ' . , \• i ( r.·-•. ~-. * ** Fees· Required /· t"-* * * * F.~e&...'><;Zo:JJ;ect(;3d & Credi ts . * *·* --------------------,: --~,, .. r-/r,-,....::.::7v_.,:----""t-· . ·---~\-~,-~ ~I' -0:~,-:-'\\~-----_. --. -·. ----· -;- Fees: 1:2)797~'·00 _, Y ,. --~~ . "-. : (()~~., · \ · . ·. : , • ' ~ ,, • ' '<, ',. ' ~~ .. '>, , It. ' 4 • Adjustments: ,, · ·. :-~ oo/ ; 0 "Total Credi.ts: \. , 00 Total Fees: i2-,!797·.o(/> ;:._ .,-_ .. --~,--:-if'o;t~;"~yzyieiJ.~l/: ~ 7'53.QO .· : ',;_,:, ! '"-':.,_:----,, _)::--;_;~~1:anc_e f?-uEu. ; 12,044.00 .. · Fe~ description;,_ .. ·,'.·:·.~,': _ .. "·._,""<:c~,'~/Jfiit~;,}1\F~~Z!Jliy-___ ._Ext fee -Data ----------------------.!!""'~----------7-..."'-~7"""----r--~-~~~.,..-----7-----------------. .. ! ; , ' ( ,1 v ' \-,. {( / 1 • Building Permit · ,;, ;", .'!. J-,,...?\,\~•,rJ 1 1203,00 l h k ._1·/' \ "",1; t" f ""'"1:J/1 r .. -7 2 P an C ec , ·~·Lit'! \. ·:)~·'N·; !'·. • 8 ~ 00 · • ' ··.; -1.' ·1' A':: ,._,1// / · "wt'-.,, Stroncr Motion Fee ·. . · . _ ·,:-:-.. ·.: ,,.; · ::, . s;-;., ' , 18 .. 00 J -, r ....._ ~-" ': \ •.. -..:.,,/,...,,,_,,. I. -. , Enter 'Y' to Autocai).c: L.i,cense _T~x "'>' ·...c: · -~ .· / / 9110,-.·0-Q -Y F.M.F./G.M.F: and Z6p.e{9~J-,. ··.· · ,,,c>,, .. v3:i,,,3l0.J)·0 ·.:·. . ,. 310.0-·0 0fr' Enter 'Y' to Autocal<\:·,~.ac,o~t,a, TIF-> '1:11 _;.< "'\:,.\~> / . 67Q·. oo _Y · · Enter '':l'_T to Autocalc 'ij;ridg:e·.'F:ee > ..... · ...... -· ,...,~\\ "0:;, /: 53·0 ,·00 Y· Enter 'Y' to Autocalc ir:,{?.1:~,· ,,( :z i(' ·<\'\\::))\\"': ... : . .\,. /' . . -17·13·_:, * -~UILDING TOTAL • . . · . ,_.-\\_j) \f~: . .// .12?·23_. o_o · Enter "Y" for Plumbing Issue·E'.~e > ,,. ~"/ .· 7,50 Y Each Plumbing Fixture or Trap · ··--): ... _____ ... --.r·6':oo. 2;50. .. . 4;-0.0Q Ea6h Building Sewer > i.QO ~.sd~ · ·:6~~0 Each Water Heater and/or vent > 1. 0-0 2. 50. 2, $0 Gas· Piping System > 1. O·O 2-. 50 , . · . .-2 . .!fo .Each Vacuum Breaker > . 2 . o o -2 •.. 50. ' · 5 .. O o * PLUMBING 'l,OTAL · · . 6 4 . 0 0 J;:nter "Y" for Electric Iss4e Fee > ·s.oo Y ~ingle Phase P~r AMP . > 200.00 .·~5. ,50.00 * ELECTRICAL TOTAL ($10 Minimum) .· s:s-:.·00- Ehter 'Y' for Mechanica~ Issue Fee> ';1~.00 Y' Install Furn/Ducts > i. oo 9. oo ·. •· ·.··9·.:00 Each Install/Reloc Appliance Vent >. 4.dO. <-4.50 . -18.·00 Each Hood/Fir~place > · ', 2. oo 1;5', 5·0. ·13. 00 * MECHANICAL TOTAL ·': .5 5 . 00· r~ r ,,,.,,, ... . -v-r~ _:: ·. t j • ' ~. ' . '. .• ' . . ; ,.. .· . ', PERMIT APPlICATiON City pf tarisbad· Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 cs19·J 438-1161 A. -0 COMMERCIAL TENANT IMPROVEMENT B -,0 INDUSJRIAL 0TENANT IMPROVEMENT C -~ENTIAL 0APARTMENT QCONDO ~LE FAMILY DWELLING 0ADDITION/ALTERATION 0DUPLEX 0DEMOLIHON 0REL_OCATION -0MOBILE HOME 0ELECTRICAL 0PLUMBING ,DMECHANICAL OPOOL OsPA ORETAINING WALL DsoLAR , PLAN CK' DEPOSIT 1773 12/04/89 0001 0.1. --<)2 • -l -C-.. PRMT '2. PROJECT-INFORMATION PLAN CHECK No. F LEGAL DESCRIPTION Unit'No. ·--Phase N,o. - PROPOS~D USE , L IN'·'-~/ 3'9°5-s+==, -4, \S-5" ~.-500SF ·BLDG. SQ. FTG. ~ # OF STORIES 3 .• CONTACT PERSON NAMES,~~ ~~0\...-C,7 ADDRESS 4~9¢, VA-1'~ -~. CITY [.,.A, ME STATE~ ZIP CODE q.z. -o 4 \ L--...... SIG~ATURE DAY TELEPHONE ,z_-, I . $ l \ s 0 AGENT FOR CONTRACTOR O OIINER AGENT FOR OWNER ADDRESS 4~9.--=3 OA--r-E"'" ~ . _ STAT!: c::A-z1p CODE ~2 ... .10 41 DAY TELEPHONE /'2., 1 ~ 11 $ 5. PROPERTY ~NER _ NAME MR . GTT~t:> ~~ OWNER _ 0 LE~SEE • 0JENANT ADDRESS 4 \ Z. w O rrh -S-n::,..E'G'T CITY L05 A~b~ STATE ZIP CODE 0(t) _ DAY TELEPHONE _ ~. _ CONTRACTOR NAME ADDR'ESS CITY STATE ZIP CODE DAY 'TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS Lie. # SIGNATURE TITLE ~ATE DES I GNER NAME ADDRESS CHY STATE ZIP CODE D~ Y TELEPHONE STATE LIC. # 7. WORKERSt COMPENSATION Workers• C°"""nsatior, Declaration:· I hereby affirm-that I have·a certificate of consent to ;elf'·insure-iss4ed by the Director of-I~ustrial Relat-i~ns, or a certificate of Workers• C°"""nsation Insurance by an admitted insurer, or an exact COJ>Y or dUpl,icate therE10f certified-by the-Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). · _ INSU_RANCE COMPANY POLICY NO. EXPIRAT,ION ·DATE -Certificate of Exemption: I certify that in the performance of the work for which this permit -is issued; I -sh~ll not -e~loy any person iri any manner - so as to become subject to the Workers' C°"""nsation Laws of California. · SIGNATURE DATE 8-. OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirni that I am exempt from the Contractor's License Law for the following· reason:· D I as owner of the property or. my employees with wages as their sole c°"""nsation, will do the work ahd the structure is not intended or offered for sal~ (Sec-. 7044, Business and Professions Code: The Contractor's License law does not ~pply to an· owner of property-who builds or i,mproves thereon., and who does S\JCh· work himself or through his own employees, ,provided that such i~rovemehts are not intended ·or :of.fered_ for sale. l.f, however,. the. building or improvement is sold wHhin one year of completion,-the owner-builder will haye the burden of provfog that ·he did not build or improve for. the purpose of sa •• I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044,. Business and Professions .Code: The Contractor's License Law does not apply to an owner of property who builds or i~roves thereon, and contr.acts for .su~h prQjects with contractor(s) 1 icensed pursuant to the Contractor's L-icense Law). -- D I am ex~t under Section---------~---Business and Professions Gode for this _reason: Any City .or County which requires a.permit to construct, alter, improve, demolish;' o_r repair any str~cture, requires the applicant for such permit to file a signed statement that he is l·icensed pursuant. to the provisions <if the -ncin with ection 7000 of Division 3 of the Business and.Profess-ions Code) or that he is exempt therefrom, -An viola on of Section 7031.5 by any appl-i~ant for -a permit subjects the appl icarit' to a ~ivil penalty of not O/\TE 753,vO Is the applicant or future building cupan required to submi.t a business plan, acutely hazardous !118terials registrati6n form or ri~k management and-prevention program under Sect-ions 25505, 2553 or !25534 of the Presley-Tanner Hazardous Substanc~ Account Act? · - DYES ONO _ Is the appl icarit or future building occupant required to obtain a permit from the a_ir pol lut_ion ·contr.ol district or ai_r qual·ity IT!anagement distric_t? DYES .ONO Is the fac.ility to be constructed within 1,000 feet of the outer boundary of a school site? DYES IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE 9F OCCUPANCY NAY NOT BE ISSUED AFTER JULY 1, 1989"UNLESS THE APPLICANT HAS. MET _QR 'is MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY Sl;RVIC_ES AND THE AIR ~LUTION CON,TROL i>IST!!l!=T. 9. CONSTRUCTION LENDING AGENCY hereby affirm that there is a construction lending agency for the performar:,ce of the work· for which this permit is issued (Sec 3097C·i) CivH Code): · ~ENDER <S NAM~ LENDER IS ADDRESS- 1-0. ·APPLICANT'S SIGNATURE __ .. I ce·rtify that I have read the application and state that the ·abova information is-correct. I agree td comply with all pity ordinances_ and_State laws rel;,ting to building construction. I hereby authori·ze representatrves of the City of Carlsbad to enter upon ,he above mentioned property f9r inspectii:>!1 purposes_. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LiABILITIES, JlJlGMENTS, COSTS,.AND EXPENSES -liHICH NAY IN ·ANY IIAY ACCR!)E AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. - Expiration. Every permit issued· by the Bui-lding Official under the provisions of this Code stial.l expire by limitation. ;nd become ,null and ~oid if the bui'lding or work authorized.by such rmit is not comnenced within 180 days from the date of such_permit or if the bu'ilcling or work authorized, by such-permit is ~uspended_ or abandoned at an)' time fter the work is c need for a period of 180 days (Section 303(d)-Uniform Building. Code). D OIINER D CONTRACTOR OBY PHONE WHITE: File YELLOW: Applicant PINK: Finarice / . ,, PERMIT# CB891861 DESCRIPTION: 3355 SF+ 800 SF 550 SF DEC!\ TYPE.: SFD CITY OF CARLSBAD INSPECTION REQUEST FOR 05/28/92 GARAGE 2S STR: INSPECTOR AREA TP PLANCK# CB891861 CCC GRP CO STR. TYPE NEW STE: JOB ADDRESS: 2530 LA COSTA AV APPLICANT: REYNOLDS, STEVEN PHONE: 619 462-11 8 CONTRACTOR: OWNER: 'GHADISHAH, BAHRAM REMARKS: MH/DAVID/213-624-1951 SPECIAL INSTRUCT:~ PLEASE TOTAL TIME: PHONE: PHONE: 213 CD LVL DESCRIPTION ACT COMMENTS 1·9 ST Final Structural A/J A'o//&# ~A8d'~, ~Al.(2Sel(JIA.U-7', p~1,.tAA.) 29 PL Final Plumbing E 39 EL Final Electrical _49 __ M_E _F_i_n_a_l_M __ e ____ c_h_a_n_i_· c_a_1_________ _ ________________ _ -------,-------------------------------- ***** INSPECTION HISTORY***** DATE DESCRIPTI.ON 042892 ·final Combo 042492 Final Combo 041692 Final Combo 032692 Final Combo 022092 Final Combo 010992 Final Combo 071691 Exterior Lath/Drywall 071091 Exterior Lath/Drywall 070891 Exterior Lath/Drywall 070191 Exterior Lath/Drywall 062591 Interior Lath/Drywall 062591 Exterior Lath/Drywall 062591 Rough Combo 062191 Interior Lath/Drywall 061291 Frame/Steel/Bolting/Welding 061191 Frame/Steel/Bolting/Welding 061091 Frame/Steel/Bolting/Welding 060791 Insulation 060591 Frame/Steel/Bolting/Welding 05319·1 Rough Combo 052991 Rough Combo 052191 Rough Combo 051491 Frame/Steel/Bolting/Welding 05:1.491 Rough Electric 051491 Rough/Ducts/Dampers 051091 Frame/Steel/Bolting/Welding 051091 Rough Electric 051091 Rough/Ducts/Pampers 050391 Roof/Reroof ACT co CA co co PA co AP co NR co AP NR PA AP NR CA. co NR CA co NR NR co co co co co co AP INSP TP PD TP TP TP TP TP TP TP PK TP TP TP TP TP TP TP TP TP TP TP PK TP TP TP TP TP TP TP COMMENTS GRADING · SEE NOTES 4-16-92 GRADING/DRAINAGE/HANDRAIL/EXT SEE CORR NOTICE SCRDS/VNTS/FLSHNGS SUB-FLOOR FRM NOT COMP SHOWERS TO BE LATH CORR STILL EXIST SAME/SEE CORR LIST SAME & UNDERFLOOR CORR NOT DONE NO APP PLANS ON SITE/NO INSP OK TO WRAP 10/16/91 INSPECTION HISTORY LISTING 9>//377 fOR PEEMIT# CB8918'61 DATE INSPECTION TYPE INSP ACT COMMENTS 07/16/91 Interior Lath/Drywall TP WC 07/16/91 Exterior Lath/Drywall TP AP 07/12/91 Interior Lath/Drywall RI RI RS/SHAWN/282-4040 07/10/91 Interior Lath/Drywall RI RI MH/282-4040 07/10/91 Int.erior Lath/Drywall TP WC 07/i0/91 Exterior Lath/Drywall TP co 07/08/91 Interior Lath/Drywall RI RI MH/SHAWN/282-4040 07/08/91 Interior Lath/Drywall TP WC 07/08/91 Exterior Lath/Drywall TP NR 07/01/91 Exterior Lath/Drywall RI RI MH/SHAWN/460-1066 07/01/91 Exterior Lath/Drywall PK co SCRDS/VNTS/FLSHNGS 06/25/91 Interior Lath/Drywall RI RI MH/SHAWN/960-1066 06/25/91 Interior Lath/Drywall TP AP 06/25/91 Exterior Lath/Drywall TP NR 06/25/91 Rough Combo TP PA SUB-FLOOR FRM NOT COMP 06/21/91 Interior Lath/Drywall RI RI MH/SHAWN/282-4040 06/21/91 Interior L~th/Drywall TP AP SHOWERS TO BE LATH 06/1-7/91 Frame/Steel/Bolting/Wel RI RI MH/SHAWN/460-1-66 06/17/91 .Frame/Steel/Bolting/Wel TP WC 06/12/91 Frame/Steel/Bolting/Wel· RI RI .MH/SHAWN/460-1066 06/12/91 Frame/Steel/Bolting/Wel TP NR CORR STILL EXIST 06/11/91 Frame/Steel/Bolting/Wel RI RI 'MH/SHAWN/460-1066 06/11/91 Frame/Steel/Bolting/Wel TP CA 06/10/91 Frame/Steel/Bolting/Wel TP co SAM~/SEE CORR LIST 06/07/91 Frame/Steel/Bolting/Wel RI RI RS/SHAWN/460-1066 06/07/91 Insulation RI RI' RS/SHAWN/460-1066 06/07/91 Insulation TP NR 06/06/91 Insulation RI RI RS/SHAWN/460-1066 06/05/91 Frame/Steel/Bolting/Wel RI RI RS/SHAWN/460-1066 06/05/91 Frame/Steel/Bolting/Wel TP CA 05/31/91 Rough Combo RI RI RS/SHAWN/460-1066 05/31/91 Rough Combo TP co· SAME & UNDERFLOOR 05/29/91 Rough Combo TP NR CORR NOT DONE 05/28/91 Final Combo RI RI RS/SHAWN/460-1066 05/21/91 Rough Combo RI RI MH/SE~/460-1066 05/21/91 Rough Combo PK NR NO APP PLANS ON SITE/NO INSP 05/14/91 Frame/Steel/Bolting/We! RI RI MH/SEAN/460-1066 05/14/91 Frame/Steel/Bolting/Wel TP co 05/14/91 Rough Electric RI RI MH/SEAN/460-1066 05/14/91 Rough Electric TP co 05/14/91 Rough/Ducts/Dampers RI RI MH/SEAN/460-1066 05/14/91 Rough/Ducts/Dampers TP co 05/J..0/91 Frame/Steel/Bolting/Wel RI RI MH/SEAN/460-1066 05/10/91 Frame/Steel/l3olting/Wel TP co 05/10/91 Rough Electric RI RI MH/SEAN/460-1066 05/i0/91 Rough Electric TP co 05/10/91 Rough/Ducts/Dampers RI RI MH/SEAN/460-1066 05/10/91 Rough/Ducts/Dampers TP co 05/06/91 Frame/Steel/Bolting/Wel RI RI MH/SHAWN/460-1066 05/06/91 Rough Electric RI RI MH/SHAWN/460-1066 05/06/91 Rough/Ducts/Dampers RI RI MH/SHAWN/460-1066 05/03/91 Roof/Reroof TP AP OK TO WRAP 05/03/9·1 E~terior Lath/Drywall TP WC OK TO WRAP HIT <RETURN> TO CONTINUE ••• 10/16/91 INSPECTION HISTORY LISTING FOR PERMIT# CB89:L861 DATE INS.PECTION TYPE INSP ACT COMMENTS 05/01/91 Roof/Reroof RI RI MHH/PETE/438-3042 05/01/91 Exterior Lath/Drywall RI RI MH/SHAWN/460-1066 0·4/29/91 Shear Panels/HDis RI RI MH/SHAWN/460-1066 04/29/91 Shear Panels/HD's TP NR 04/08/91 Shear Panels/HD's RI RI MH/PETE/428-3042 04/08/91 Shear Panels/HD's TP co 04/05/91 Shear Panels/HD's RI RI MH/PETE/428-3042 04/05/91 Shear Panels/HD's TP NR 04/05/91 shear Panels/HD's TP NR 04/05/91 Roof/Reroof RI RI MH/PETE/428-3042 04/05/91 Roof/Reroof TP NR 04/02/91 Roof/Reroof RI RI RS/OLE/428-3042 04/02/91 Roof/Reroof PK co SEE COMMENTS 4/2/91 01/2.S/91 Footing RI RI MR/MICKEY 01/25/91 Grout MP AP CELLS CLEANED, CORRECT/AP 01/24/91 Walls RI RI RS/ 01/24/91 Walls TP co 12/21/90 Ftg/Foundation/Piers RI RI MH/SHAWN/ 12/21/90 Ftg/Foundation/Piers TP AP 12/21/90 steel/Bond Beam 'rP AP 12/19/90 Ftg/Foundation/Piers RI RI MH/ 12/19/90 Ftg/Foundation/Piers TP co ON CARD 12/12/90 Ftg/Foundation/Piers RI RI MH/MICKEY/722-7632 12/12/90 Ftg/Foundation/Piers TP NR HIT <RETURN> TO CONTINUE .•• CITY O~ ~ARLSBAD NOTICE 438-3550 2075 LAS PALMA$ DRIVE BUILDING DEPARTMENT DATE i/20/~1.,-. I I TIME _________ _ lOCATION. 2£.?0 LA C,t1.rJ',K} ,4vC, PERMIT N0._-----'~,___9-'-/'-=?'----'--b_,__/ __ _ ' l. ' "/•" 1) P~o·;;.a.e, s ;,, ~t:/.s'f. o~ 4iµ/.J µ__ c:«'"nt (.JLat--t:JJL 7 z} A?Ec#. t//VlZ: VV.tJE'/4 ff?# /J1t/J'"r p.,ove_ 11.. IJ CL;t.,,J r . . . . . ~ e g' / ~ <'fL ,&/f./t(l /? ~ /1 ,,(_, ] 0 / J,\..) ;'3/t,6 IIVl t.J J<Z V/V ,1 t ~ 1 ~/?t1V//.U.-E.1tlt-r~c,.<_ (.f 01t.J) /f~C<JM,do'IV-Zl)M_ 1-:fV~. S-~AVL/el#-:-: ->L'--a£>G e £C"/-J/(, /:)~ d~t:76-, ~ . I 13'/fcJ.Pc'z? (PO&J:: WC>T" ~rlA/t1/X,) . FOR ,;;ECflON CA~;:::L=43=8=-·3~10::::~'NSPECflON FEE DUE? D YES FOR FURTHER INFORMATION,. CONTACT ____ -,--__ 4/J,Y-//t/ Xl/t/L{ PHONE PERMITS 6/15/89 CODE ENFORCEMENT OFFICER ANCK # -------- .COMMENTS :'·} CITYQFCAR~~~p .• NOT 1,CE 438-3550 2075 LAS PALMAS DRIVE BUILDING DEPAFffMl:NT DAiE~-__ 5_-_5_-9_2 _____ _ TIM-~----~--- LOCATION ____ 2_5_3_0_L_a_C_o_s~~-a_A_v_e_._· ----'-,-------- PERMIT NO~--:---,-----~~ *s per previous correction dated 2/20/92 (see attachedl, the soils engineer of record has been asked to assesS>:"'lthe erosion problem, and possible footing exposure. at the north west corner of the building. T,he·· Engineer. is to submit to: the City of .Carlsbad Buil- ding Department , his findings,· and corrective action to be tak~n, which will include a:ireport for the proper drainage of mentioned area. The Cit)1 Building Dept. Y'ill. ,,.insp_ect this area to verify compliance as per soil engineer's requirements. FOR INSPECTION CALL 438-3101. RE-INSPECTION FE;E DUE? D YES 438-1161-4466 FOR FUR"J:HER INfO~MATION, CONTACT _______ _ PHONE T. PhillJps .BUILDING INSPECTOR CODE ;NFORCEMENT OFFICER (\ : . '. r· ,•.: .••' ' • ,,. I ~ t,·.:.:· ,·. t ~ . ·•· .. ·,,/ :: .. ·. •: :,:. ., . ... .. : , -~- : ·.· f •• ; ·,. < .-' • .,· ,· ., .· . . ' "·/·-. '• :· ';·.:. •·,' ',~·/'•r';/;',1•,, ···-t. .. ,. I.·,- ... ,, . . .. ' . ·, ~ .. ' .' .. '\" • .. · .. ,1 ... ·-., :-··· ' .• . : t: .~· ' 1 , , ' , ( ,·, .. t:,f. ' . : .. .. '· .. ,·, ·. ·. 1 •••• ,,. : ' .-/~ .... f,~ '~ . . . . . . ·:~ ··. , '••, , .. ,,· .. ' . .. ,,: •: ' . . ·~ . ~ . ,:· '· . ....... ' .. ......... ,,. ... :···· ·.· ,: '• -.:. .. : . ~ . •. ··.::;· . . /. . ... ,·, ... ~ •.,\. . . : ,,, .. ' . .. , . 1, .... t:_§Sl-;< ·~· .. . .'•_ •; . , .. • • '.·~~ ;;-':~---~--~~--.. ~~/ ;; _ -r·-~--·-· ,1,, • DATE: TO: February 17, 1992 Mr. David. Ghadishab 412 1N. 7th Street!, Ste. A-3 Los Angeles, CA 90014 RE: · 2530 La Costa Avenue, Carlsbad, -CaUfornia SUBJECT: Review Of Site Drainage Dear Mr. Ghadishah: 619·554·1284 Per your request, we visitt',d the site on Wednesday, F'ebruary 12, 1992, to observe the drainage c-0ndition to the left (west) of the front entry way. As we understand it, the reason for your request for this site visit was that during final inspection of the site grading, the local jurisdictional agency questioned the drainage as constructed as it relates to the requirements of the referenced soils report. It is evident that the hardscape surfaces in front (south) of the westen1 half of the residence are higher than the top of foundation, thus making drainage , in this area significantly more complicated than if the hardscape surfaces had been kept low enough to provide for adequate drainage away from the top of foundation. Per the original recommendations in the referenced soils report1 the hardscape surfaces shoitld be lowere,d, and the surf~-grades slope to drain away 'from the l5uilding in all dire.ctions for a minimum of five (5) feet. As an option to this, the five (5) foot requirement may be reduced to three (3) feet, if area drains are spaced at a maximum distance of six (6) feet apart to help collect Water and remove it from this area. The first area drain should be located in the planter immediately to the left (west) of the front door, with each ·subsequent area drain inlet located not more than six (6) feet from the previous one until a distance of five (5) feet from the foundation can be maintained with positive surface drainage. With modifications to comply with the original soils report or implementations as described herein, the are.a to the left of the entrf way should adequately drain. All landscaped areas should drain a minimum of one (1) inch per foot to faciJitate rapid runoff to avoid Project Ref. 89270-2 9540 WAPLES STREET, SUITE F, SAN DIEGO, CALIFORNIA 92121 saturation of the soils.-Please be sure that all area drain iajets are located properly so that water drains into the inlets and does not pond around them. If you have any questionsr or if we can be of further service, please do_ not hesitate to call. Very truly yours, i;;z;;;;ERJNG SYSTEMS, INC. Robert J. Randall President RCE#040385 R1R:lms Project Ref. 89270-2 DEPT: BUI.LDING PLAN C~ECK#: CB891861 PERMIT#: CB891861 FIRE PLANNING PROJECT NAME:. 3355 SF + 800 SF GARAGE 2S 550 SF DECK ADDRESS: 2530 LA COSTA AV CONTACT PERSON/PHONE#: RS/986-2279 · SEWER DIST: LC WATER DIST: CA U/M DATE: 0.1/09/92 PEI;lliI'r TYPE: SFD ===========-====-·-=-=-=-=-=-=-===============.======='===================· == ~~7PECTE~~.2 DATE INSPECTED: / -/o ~? c APPROVED DISAPPROVED x · J;NSPECTE~ DATE .~ BY: ~~ INSPECTED: ;2.,. .¥-"."2., APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED . COMMENTS :1) G'.'RA~~.f77'i /J1~S"7 ,,<?;. tf!4!!';nov.i1Jlp . -6',t,cr;,, .Ow}< /JA1N'drt::.., 2) ,(/.,4~,sf:/// ti'"fl' tf'.4~,A{. <>If' W,.Oc.,(:' · /H«',{Z . .(1'5' 0?"71;t:-'L,V7:a,.p, FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB891861 PERMIT#: CB891861 PROJECT NAME: 3355 SF+ 800 SF GARAGE 2S 550 SF .DECK ADDRESS: 253d LA COSTA AV CONTACT PERSON/PHONE#: RS/986-2279 SEWER DIST: LC WATER DIST: CA INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: I:NSPEC'l;'ED DATE BY: INSPECTED: COMME~ ~. v~~ D~ - · APPROVED APPROVED APPROVED DATE: 01/09/92 PERMIT TYPE: SFD DISAPPROVED DISAPPROVED DI$APPROVED ~J~\[;; \-:-() ~7 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U /M ·. -WATER PLAN CHECK#: CB891861 PERMITj: CB891861 PROJECT NAME: 3355 SF+ 800 SF GARAGE 2S 550 SF DECK ADDRESS: 2530 LA COSTA AV CONTACT PERSON/PHONE#: RS/986-2279 SEWER DIST: LC WATER DIST: CA DATE: 01/09/92 PERMIT TYPE: SFD INSPECTED BY: INSPECTED BY: ~t~:E~TED: ~ APPROVED 7 DISAPPROVED DATE INSPECTED BY: COMMENTS: INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED FOOTING OBSERVATION SUMMARY Project Name: G-H AP l SHAU: {f? f?"..S~(k~ .(.,,£ Location: l A {_.D srA f,.OU~i) (f}.}\f N' of Jo~ No. )/!J_ ZJc::> l/41=2£ Plan File#: Permit#: _____ Unit/Phase/Lot(s): Referenced Geotechnical Reports(s): Date of Reports ( s) : --1-\1_\~,_____..'1 _ _......fc_{; ____ l ~'-""'Z_J _ _.;.__ Obs :Initials :Date A representative of Accutech observed onsite soil conditions. Soil conditions at the site are substantially in conformance with those assumed in the geotechnical r.eport. A representative of Accutech observed and measured footing excavation depth/width. Footing excavations extend to proper depth and bearing strata and are in general conformance with recommendations of the geotechnical report. . . A representative of Accutech measured footing setback from slope f.ace. The setback was in general accordance witn the recommendations of the geotechnical report. STtSE.L. pd? PIA:h( ~,.,,,,...,,?>;,..._ .,c.~;~-~ ,, ,,_, ,., u,,{J!.f ·-,;'~: .... 1/., "-• e-;)"';/1',,.,,_ <'.f"J ~ ·. ,.-., {;" • 11-""l .... <-· ':l~--.d,\,' '11i-;. .... -...... ~ 7h, j'~ v,",-•"\ ·-.~· • Ir~~ J .. :;:, --~\ ~-Notes to Superintendent/Foreman ( t,; .. ;, -1--~ t ,.~..,, ' ~ I :3 f C n,~0365 i ';:-;:: ll Footing excavations should be cleaned of loose debris and \'tf \ v_;,,.,/ Ii/ r _I thoroughly moistene<;i just prior to placing. concrete. ~~;}~~-~(;~~:;df 1. 2. In the event of a s1 te change subsequent to our f coting ~!">:: ,-~~..:.,-.,;, . .,, --~/, observation and prior to concrete placement (i.e., heavy rain~~!~~-~-1a~v- etc.), we should be contacted to perform additional site observations. Notes to Building Inspector 1. Soil compaction test results, including depth of fill, relative compaction, bearing values, and soil expansion index test results are contained in the As-Graded Geotechnical Report provided at the · completion of gradi~ RelilbK~c~ech 2En~i~!e!ing Systems, Inc. [i-19-90 Date 2194 CARMEL VALLEY ROAD DEL MAR, CALIFORNIA 92014 ., .. ·,, .,, ····: r\C" :~!(:::.~15i; f trir;I · ·· ,,' ·-... .':~<·. -~~;,: ,.:.··· .. ' :. ·~, :·:·~';_··.,,. 5~ Project N~e:. Gi-tADISHAH Re.siO~ajGJ:. Jo~ Nd. 89-27Q Location: Lor 2.5) EA..sr OF e5'2.L-/ bA .<:o,s,;A )\f¢"'.J. GcH3il...$8AD Plan Fiie #: ----Permit#: ___ _.... ..... ·unttiPhas~/tot(s): • . I•, ' • • £ Referenced Geotechnical Reports ( s): 5ussa·iL ,T;jv1,;;Stt6MA;J A>vn /f;wYPkt>t:11( (o:c.dMl:1FNPdUdN~ a>/3. A A30P4se:o TW'4 sr11nt::,.JZ~f;·ro'ttzdCE·.·. Date of Reports ( s) : MA t 2.?, > I :l 8 ~ · -_,'; ,,: observation sn;ri®:!!,ry -----:,c.5z{---Tintt1a111 ___ --A-rep~fit.at.Tv;:·6~. Acd~t~til(ol:Silii~ia.-~6~site-soil-.----- 12-t-f-10 :Date conditions. Soil conditit;>ns. at,. th~· site are . . . · · · substantially in conf 6rmiin'ce · with: those assumed in the geotechnical :r.epb:tt;; .,: .... :·~ : .. . . • ' f. I ' • • •~. ' • SIV : In.:i. tials Jc.?-Lf-912 : bate A rept-esenta:ti.v~ o.t Adchit:eQh. ; (js·~ei-v,ld and measured footing excavati6~ a~pi:h/w,i'd~fl:--: · :: f~'¢.,t:l.iig exc:avatioris , ext~nd . to. pr~per'·, <iept:tf and bearing stris:ta. and are in.tjener~l·contornance with -SIL : In.i ti.a.is I 2,-&--ta : Date recomrnendatiofis :. of th~· .'<J't!'d'teb1$1ic:a1. · repor1:. ' { --' ' -' ~-• ' • : < ·'I . , , ·""}''·, ·11m.: the Notes .tg_ Superihtendent/Foremati . ' ·. . . . , ;,;N,.:..-. ~ Footing, exCavati~iis should be ciea:riad :bf :ii~se' d'.~i:fris a.iid;',:Jt.d?lcr_G thoroughi y moiAt~niect . just prior . to p1t¢i:kg: ~onc:i:t:~€~-~ . 1. In the evE!fit bf 2i ~f te. chahge ~ubs~gtitine. to, '6ti:t:\. fdt,tin.g obsettati6rt_ ~ri'ci pribr to 'ctihcr~t~· pl~ceDi~fi.t '.(i.e~·'/:.:n~avy rain, 2. etc.>, we sftotiid b~ b6ntacted. .t6 per~ohn'. ad:aitiori~l/site obse:tvatie>ns. · _.:: ·. ····. · Notes to Buiidiful Irtspector 1. soil compaction test :rer:i&ui ts, inoiucH:hg. d~t>il:i al ilti, reiati ve compactiori; biiarinc;t. values, arid. soil . ~xpa:rtt16'n· iridex-test . results are contained in the As-Graded teot~cfuiical·Report provided at the completiort ~t'~ding. · , ST131/'1=/ /{u1a::-· --, · · ..... /2 ___ .7 ___ · -....... :2 ..... -_2/..._%'2"'------ Rep. of Accutech Engiriee~ing systems; Inc. Date 2194 CARMEL vAdev ROAD DEL MAR, CAu'FORNIA 92014 r.; \ DATE: ESGIL CORPORAT'ION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 JURISDICTION: ·PLAN CHECK NO: 8}-I €'21 SET: '" 0 APPLICANT ~JURISDICTION -[j PLAN CHECKER QFILE COPY CUPS ·:;DESIGNER PROJECT ADDRESS: c?.53 o l.ft @ST&. eve:. __ J -PROJECT NAME: _--"-(t __ 7 _,_1-l.;....ft:...;.. ,_.D...._/-"-.;,_ir_,/ fe __ , ___ .-f_S_F:._;-:_;.;._i") _______ _ D D D 0 0 The plans transmitted he~ewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the j·urisdiction' s building codes when: minor def icien-:- cies identified-,----,,--------,.----are resolved and checked by building department staff. The plans·•transmitted herewith·have signifibant 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 peison. ! O Th_e applicant's -copy of the check ·list has been sent to: II E-sgil staff d_id not advise the appli<::ant 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&rJ!:a {tE:TU.iJ}r::-1) 1P ~ ITY Pwe. re:tf:({)lt.J WI rt-r- (LA 1'-Trf, fJlltJJS Re Clf? 11e:a BY e-so..1L. IJ() &PPt..1 c.n71,vJ ftr:-rfi (JICO·, By:· d:/Af4(d6~~ ESGIL CORPORATION DGA .. DAA ORN ODM , Enclosures: __ JJi_O=U~£ _____ _ 10/17 89-1861 This is the set that came to you without any reference slip. (Owner III) This set contains corrections made as a result of Hillside Development 10 Permit conditions. All the changes appear to be on Sheet '2Q. (foundation). Please have a look. You approved the plans on Feb 5, and if these changes can. be merely a revision, please proceed~ If it needs to be a new plancheck, please return the plans with your reasons. Sorry we sent this to you without any reference. Carter DATE: ',_ ~ .... "" .·, . '.~itlR.ISDICTION: ~ ::~~:~·-.. --:::::.-·'"~·~ --- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 . --. . , &,r'f· oe--~1,M ·, ... ~~~:i?EAN·:··cHECK NO:·.:-'; "9-liW SET:·zr·.; :~s:;{·~~-~:---~~ • • -.~ • ~-~~ • :" ~-H.·-~: < • • ·,, ~{~,q~~<;:'-1;' -~DD_~ESS: $~30 1-,A &;6,:-A . If VG'. ·-.~~ko'j~CT . ~AME·: d;'iJ1tp)$N»~ . .5,P./) :~?~~: :; ·: . "-C .,,,./ 7 :' OAPPLICANT URISDIC_TI0 AN. CHECKER QFILE COPY QUPS QDESIGNER ·::}: 0 The plans transmitted herewith have been corrected where . ~\ .· necessary and substantially comply· with the .jurisdiction I s {: ,:._ · ·building codes. . ;t:}-·-,, r·:-' , · .. The plans transmitted· herewith will substantially ·comply /-lllrv{ith_:·the -jurisdiction IS ·building COdeS When minor deficien- .• :, ._,.. cies identified · · . . are resolved· and ~--. checked by building department ·staff. 0. The plans transmitted herewith have significant deficiencies · identified on the ~nclosed check list and should be corrected ·and resubmitted for a.complete recheck. D The check lis~ transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D . The applicant Is copy of the. check list is enclosed for th~ jurisdiction to return to the applicant·contact person. 1 llt~':_he appl;lc-ant I s copy of -the check list has been sent to: ., ., . SWU6 RtN,.,iQLD.5 · L/J9 '3 ()91:g AUG, . . . -------------.-· ___ J... ..... A:-'-m ____ ·E-=:S-'-'A+-1 -=~~ ...... 9~~-"o..S.,'IJ.___ ____ -'··· . -~, ll<i~sgil 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: __ --,--_________ _ ·::r-:;· Date contacted: _________ Telephone #_. ______ _ _ .:,::f,~---~EMARKs:,vow::otJ .fJtITftlL ~ls: -••3h~J.Prt,,St.:&,£w..s 70 tit,)),; y;,,,J. 1/..).11 ~_· \'~:_, Gr:,; o,sre~a: .. · m 1u; 'l" ~me:)!, It~;,_. 6RM11J1:,. .sn:wlWI) lA:t,s. " . . -. -. , -...... : .. By :·<-f.it½J dAlvY-4~ ESGI!. CORPORATION . ,~ ... 90 OGA ·_ DAA · Dvw· · ODM Enclosures: . J JM,¥ --..... --------- DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 OAPPLIC NT RISDICTI0 JURISDIC.TI0N: CITY OF CARLSBAD CHECKER QFILE COPY OUPS []DESIGNER PLAN CHECK NO: SET: k PROJEC~~3D t...r+_ ~~ft-AVt!, PrT NAME: l:lfiftDJSM!F SF/). D The plans transmitted herewith have been corrected where .. necessary and substantially comply with the jurisdicti.sm I s building codes. ~ The plans transmitted herewith will 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. fil The applicant's copy of the check list.has been sent·to: .sreve ~e-YmLos 1/393 DR-TE' IIVE. fll 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: ------~--Te],ephone # ---------0 REMARKS: ____ ..,..,..,..,,_ ___ __,.....,,..,... ____________ __,. __ By:·<-1-~~wtd:L. ESGIL COR,RORATION 1J-s-w 0GA DAA Dvw OoM Enclosures: _ _._J.)-"-~=A)=G"-_____ _ , I PLAN CBECK HO:_~g~c,--1-B-~~'------- JURISDICTION: CITY OF ~ m: _ _,.>~~Ti~E-~Y~e:~-----'--'&=~~y~µ=o=t..;D5-=--------- l/?/t2 D~,€ flue. ENCLOSURES: ________________ _ FLOOR· ARF.A:, __ ...,3..:.3~55"'.-+/----~8i=Q:.:::D;__ ___ ____ S'IORIES: ______ ;;_ ________ _ BEIGBT:..,... __ .....,.... __ ,__ ___________ _ REMARKS:------------------ PLA1r CORREC'IION SHEEr Cl'TY OF CARLSBAD SIRGLE FAMILY Alm OOPLEX J:¥19:,I-TNGS Date plans received by jurisdiction: /;;.-y-'?9 Date pla,!'ls rece~ved by Esgil Corporation: 1 ;;.-s-g7 Date initial plan check completed: Applicant contact person: ~, Beu)olDS··--. '.. Telephone: .477-5115 FOREWORD: PLEASE READ Plan check is limited to technical requirements contained i~ 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 ?n laws and ordinances by the Planning Department, Engineering Department or other departments. Present Galifomia 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) The above regulations construction, regardless adopted by ordinance. apply to residential of the code editions The circled items listed need clarification, modification or change, All items have to be satisfied before the plans will be in conformance with tjle 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. NO'IE: PAGE :NIMBERS ARE MJ:r Ill~ AS PAGES BAVJX; HO r.rEMS HEEDIHG CORRECTIONS WERK DELEIED. List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) <' 0 to~ 0 0 ., Please make· all corrections on the original tracings a.I)d submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite U208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the origin~l tracings and supmit two new sets of prints, arn;l any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on· the Title Sheet of the pl~s, the name of the legal owner and name of person responsible for the preparation of·the plans. ·section 302(a)7. ~ All sheets of plans must be signed by the '-:J person responsible for their preparation. (California .Business and Professions Code). 0 0 0 I f P~ans, 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). Specify on the Title Sheet of the plans the gross floor area of each element of this proj~ct 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 dimensioned 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 ~qjacent finish grade. Show drainage patterns with minimum slopes. Section 302(c). · · · Indicate distance from property proposed building. Section 302(c). lines· to 5/10/89 I· l /. J. yf. Show on the title sheet all structures, pools, 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 11not 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 PROTECTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Such walls 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. Section 1710. Eaves over required windows shall be -not less than 30 inches from the side and rear property ·lines. Section 504. Plastic skylights shall not within 81 of an exterior wall openings in such exterior wall or required to be protected. Section 5207 (a) 7. be installed located where are prohibited Projections, -including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible ·material if they project into the 31 setback area from the property line. Section 1710. Show .location of permanently wired smoke detecto~, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210, A smoke detector shall be installed· in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected 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 or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above, 2 f· 21· ~- ~ SIZES, LIGHT, VENTILATION AHO GLAZING 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 area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in 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 si.J;nilar rooms 1/20 of area is require4"and minimum is 1.5 sq. ·rt. (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 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 provi.ded. Section 1205. (a) • No habitable room, other than a kitchen, shall be less than 71011 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, corridors, 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. 5/10/89 !:":\.Glazing, in the same ·wall plane as a door, \::..::J must be safety glazing if within 1211 of the door and less than 6011 above the walking surface, unless the glazing is leaded or 0 r· faceted glass. Section 5406 (d) 6. Glazing in sh/wer and t~ encl~ures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. Sleeping rooms shail 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 2011 and the minimum openable height 2411 • 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 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. EXITS, . S'IAIRWAYS, AHO RAILINGS 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 61 811 in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). (;;\ Provide 3611 high protective railing for '-:J porches, balconies, and open sides of stair landings •. Openings between railing shall be · less than 611 • Section °1711. ~ Show how guardrail connection ~ adeq4B-te to support 20 pounds per at a right a,ngle to the top rail. details are lineal foot Table 23-B. 3 C'\ P 0 r~vide stairway and landing details. Section \J 3306 (b) & (c). Haxinrum 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 maximum. and run 911 minimum. Minimum headroom is 61611 • rj. Minimum width is 3611• ~ill handrails pe: ·section 3306 (j), shall v:.::..:,} satisfy the followin~: +· Provide handrail for stairways with 4 or more risers. Handrail shall be 3011 to 3411 above the nosing of·treads. Toe handgrip · portion of.handrail shall be not less than 1 1/411 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 stairway width. Such dimension need not-exceed 36 inches. Section 3306 (g), 3304 (i). A door may open inward at the top step'"of a stairway provided the top step 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): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 .(f): a. b. c. Minimum run is 7 1/2 inches measured at a point 12 inches from.where the treads are the narrowest. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is. 6 inches. Minimum headroom is 6 feet 6 inches d. Toe tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. t· 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 stain;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 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 level having openings in two or more floors below it. An exi~. balcony with two separated stairways is exempt. Section 3306 (1). s1. ~terior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). ~Toe 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). ~- 5/· r· Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFING 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.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., . tile, etc. Section 107. 5/10/89 4 /7· r· The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. The 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 water. Section 3207 (a), Section ·2305 (f) and Section 2511 (d) 6. 8 Show roof drains and overflows. Section 3207. Provide skylight details to show compliance _.with Sections 3401 and 5207 or provide I.C.B.O. ?,pproval number. JUbl.)31/51 t!lwti.aeo '1(8'-' l;J} • .S/lr. Plastic skylights must be separated from each other by at least 4·feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 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. 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. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 {d)l and Section 2515 (a). Show ties and U9 wire in horizontal joints. Shqw height and construction details of all masonry walls. Chapter 24. Note that cleanout openings sb?-11 be provided at the bottom of all cells to be, grout fill~d in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. · Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross-grain tension or bending in wood ledgers is not permitted. Section 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). 5/10/89 u/. I Q t· r· t· .f· Show a mim.mum 211 air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AHD CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common 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) Show l 3/811 solid core self-closing door for openings between garage and dwelling. Section 503 (d). 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 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, la~eral 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 1 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 any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). FOUHDATIOH REQUIREMENTS 0 Per soils report, note on the plan the soils classific_ation, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). ~ The foundation plan does not comply with the C:,} soils report recommendations for this project. Please review the report and modify design, notes and details as required_ to show compliance: s t(tJW R 15"/!l 1i'l1 rs-PorL Iµ JV) b?f t?rlJ1l,J 5 0 Provide notes on the foundation plan listing 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 recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). The soils report recommendations excavations be reviewed by soils engineer. Note on the foundation plan that 11Prior to the contractor requesting a Building DepartJDent foundation inspection, the soils engineer shall advise the building official in writing that: ·Toe building pad_was·prepared -in accordance with the soils report, The utility trenches have been properly· backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved plan.11 Show height of all foundation walls. 23. Chapter Show height of retained earth on all foundation walls. Chapter 23. If cut or fi-11 foundation to show steepness Chapter 29. slopes exist, show distance of edge of cut or fill slopes and and heights of cuts and fills. a/. Note on plans that wood shall be 611 minimum above finish grade. Section 2907 (a). Show foundation 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 of power driven pins. Show distances and spacing. Section 302 (c). manufacturer edge and end If required, show size, imbedment and location of-hold down anchors on foundation plan. Section 2312 (f), 302 (c). ~ If hold downs are required, note on plan that \.:.:.:J hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. r· 9/·. 9/3· 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 2907 (c). Show minimum 1811 clearance from grade bottom of floor joists·-: and minimum clearance to bottom of girders. Section 25i6 (c) 2. Show pier size, undisturbed soil. spacing and Table 29-A. depth into Show minimum underfloor access Section 2516 (c). of 1811 X 2411 • 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 practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. r::-\ Note on plans that surface water will drain C.:,) away from building and show. drainage pattern and key elevations. Section 2905 {f). R~-Dl2A:!1JtrC-1G ,,..5/JDw 11;2,t,!/JJF,'(1o,J 7D ~PP'4>UaJ PltClt.1r't. 8f· For buildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an ·approved drainage device a minimum of 12 inches plus 2 percent. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. ~-Diinension foundation per U.B.C. Table 29A: Floors Footing SUI!I!Orted)'1 Stemwall Width DeI!th Thickness 1 6" 12" 1211 611 i 8" 1511 1811 711 3 1011 1811 2411 8" )':Foundations l!IB.Y support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 5/10/89 f· FRAMING Show wall bracing. Every.exterior wood stud wall and main· cross-stud 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. ~n 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at eactt end or as near' thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3. 6 l~-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 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. 1'6. Show blocking at ends and at supports of floor / joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Show double joists. Floor joists shall be d.oubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. Bearing partitio.ns,. perpendicular. to joists, shall not be offset ·from supporting girders., beams, walls or partitions, more than ~e 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. 1io. Show rafter purlin braces to be not less than / 45 degrees to the horizontal. Section 2517 (h). 5. Show double top plate with minimum 4811 lap splice. Section 2517 (g) 2. Show nailing will be in compliance with Table 25-Q. Show or note fire stops at the following locations per Section 2516 (f): a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b. at all interconnections between concealed vertical and horizontal spaces such as occur at sqffits, drop ceilings and cove ceilings; · c. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and d. in openings arowid vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 5/10/89 1/5· Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 an~ 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 14 1 , 2 x 6 max. 20 1 • Table 25-R-3·. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" 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). Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, includi~g roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spa~ing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, Kand Section 4713 (d)). 12/. · Show 311 x 411 or 211 x 611 studs · of three story building. Table in first story 25-R-3. 1/1. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show 1/211 minimum clearance between top· plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof framing plan and floor framing plan. Section 302 (c). Provide framing sections through Section 302 (c). 12f. Specify all header sizes for opening over 41 wide. Section 2517 (g) 5. 1(6. Provide calculations for main vertical and horizontal framing members and post footings. · Section 302 (b). 7 fa. f29. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). Show on the plans developed in the Section 302 (c). end.) all structural requirements structural calculations. (See comments below or at Columns and posts located on concr·ete 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 floor~ unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 1~ Individual concrete or ·masonry piers shall 7-· project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. t:::'\Show location of attic access with minimum size ~ 2211 x ·3011• Section ·3205. r:h.. Show draft separation for attic areas between 7-units in a duplex. Section 2516 (f). r:::\.Specify· plywood thickness, grade and --;anel ~identification index. Table 25-N. 134. When roof pitch is less than 3:12, design ridge / as a beam. Section 2517 (h). 1Js. If foundation cripple·wall studs are less than / 1411 .high, framing shall be solid blocking. ·Section 2517 (g) 4. 1/6. Cripple wall studs exceeding 4 feet in height r· shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. ~ Show plywood sheathing over exposed eaves, or \J other weather exposed areas, is 11bonded with exterior glue.11 Plywood used for exterior wall . covering shall be the ·exterior type. Section 2516 {i), 2516(g)3. Detail truss layout for 3011 x 3011 attic access, if required for equipment in the attic. Ridges, hips, and valleys shall be at least one size larger than .supported rafters. Section 2517 (h) 3. 1fo. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). '5/10/89 MECIAJf.[CAL (UNIFORM HEGBANICAL CODE) All heating, ve·ntilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code •. e Show the size, location and type of all heating arid cooling appliances or systems. Show source of combustion air to furnace, per Chapter 6, UMC. 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. 141. Show minimum 3011 deep unobstructed working · space in front of furnace. Section SOS, UMC. r.:\ Note on plans, 11c11flll:£ces to be per \J manufacturer's listing." Section 504, UMC. 141 Furnace shall not be installed in any bedroom, r. 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. Q Section 704 UMC. 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. 15~. Show permanent electrical outlet and lighting r fixture controlled by a switch for the attic· furnace. Section 708 UMC. lJl. Show details to comply with Section 709 for r ,furnace under the floor, or Section 710 for roof or.outside furnace. ID. Note on plan: Gas vents and non-combustible L piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. ~ Provide dryer vent to outside. UMC, Section ·'\::J 1903. 8 ELECIRICAL .(NATIONAL ELEC'IRICAL CODE} All wiring shall comply with the National Electrical Code. f1, Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Show location of all electrical receptacles. Electrical receptacle locations and/or ·spacing is not adequate in. __ ~----------- Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 1/8. Note convenience outlets in bathrooms, kitchen / 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. Q Note electrical system ground' to be provided ~ per NEC, Art. 250-81. PLUMBING (UNIFORM PLUMBING CODE} 166. Show water heater size, type and location on 7-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-palf 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 heater shall not be installed in bath or bedroom or in a closet opening into ·bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. 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 and lawn sprinkler system shall have approved backflow prevention devices. UPC, Section 1003(h) & (i). 5/10/89 f· Show shower stall can accommodate a 3011 circle and has a m1ninrum floor area of 1,024 sq. in. ·upc 909 ( d). NOISE INSULATION (DUPLEXES) Show details of duplex common (party) walls and· floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) 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 exh?-ust ducts shall be sealed, lined, or insuiated 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. ENERGY CONSERVATION 1./0. Permit applications received after June 30, 1/' 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. r,:-:'\The new regulations require a properly '..:.:J completed and properly signed Form CF-lR to be either imprinted on the plans, taped to the plans or 11sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 1-/.2. Section 1403(a)l, Title 24, states that Form 1· 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 California 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. (:'\ All energy items shown on the plans must be in v::J agreement with the information shown on the properly completed Form CF-lR. 9 r .. .. 'I· J6. 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 space heating (or cooling) heat loss calculations if 45,000 BTU/Hr. efficiency of the system and provide the output exceeds 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. Provide fluorescent general lighting in kitchen(s)-per CAC, Title 24, 2-5352(J). Please see additional corrections, or remarks, on the following page. CARLSBAD S .F .D. & DUPLEX SUPPI.Emn: 17p. Energy conservation design should be for Zone . 7 See attached energy package~. 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 jacks 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). Note_ 11two 3/411 copper pipes must be installe9, 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). 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). t· Jo. Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall{s). Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. All new residential additions, require a submit two copies. buildings, including soils report. Please Heavy timber framing, minimum 611 x 1011 beams 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). UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show comp~iance with UBC Section 3203(e) . 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. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, -San Diego, Galifornia 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. ________ _ /[IL Ii: e-1,) Ff/ PJJst,_){) R.'.1:ff 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. 2. 3. @°is Hoc,t Bery» J:I l;:J, ,SIZE!" Qt,l Pt/U.J SHf. l:l (ee, ,5, ftctdJ) .b) eam RY--TPtSe ,gx,,g t=J;1, @ 1:; "QC .. tt.,.) S #0 w SI k"f QE .S ltG I/ ·fL..11 J..).$ , ft-,· 3<e ge LL$: , I ,fiflrm s5 Qo .sttr.,, aE Po,vs (_pr.., 39 ,eLe:z.) ~).stte::tt& WA~k r:yee:;;, rn @ve: ax .srL+t?--s- 5/11/89 10 Dates /,Z·lt/-ft; Prepared by1 & _ Ute. ,J;,UJQe-r11- CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE . PLAN CHECK NO. 29-IR(el BUILDING ADDRESS .2S 3Q 6 0: a.vs.re: l/ ve-... 0 Bldg, Dept, O Esgil .. APPLICANT/CONTACT -Sre.uF PF~ UCU),S PHONE NO, ,? ? ?·.S IIS BUILDI_NG OCC.UPANCY R·:, Jm-1 DESIGNER PHONE _____ _ -TYPE OF CONSTRUCTION I V ,J --------CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER 'R J:;'".,:;' tJk-'7),.. r . ':5~.55 t, i, ()l) fl ;I g / '-/0, t!1 A" /Ur I!; 5 /!~() I?, Ou I.~ /,1)1), , Dcr-c..1<.. "f_':fD Q. IJ5 "'5"""?/4~. / - ~ I Air Conditionin£ Commercial @ .. Residential .. ~:t.S5 @ ,tJ, i./rJ 8'06;}..~ · Res. or Comm. Fire S"Crinklers @ Total Value . I Jl.5~/-""".?, I Building Perm it f' ee $ _____________ ___..;:....._. ____ ~...,.$-"'"/ .. /-'-'t','""",S:....__5:z>........,.,___ I Plan Check f' ee---:S:,__ _______________________ s ___ ___._? ..... Z_?? __ .-=5.;..,;t''---- COMM.EN TS._• __________________________ ,__ __ _ Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 19RS UBC. SHEET / OF I J 12/87 C H E C 2 N D C H E C ~ BUILDING PLANCHECK ENGINEERING CHECKLIST DATE:. /2-/5"-89 PLANCHECK NO. 89/86 I . 2530 I.A CDsrlQ five. 3 R D A. D. ~. 2...lf,, -~f')-A4 C PROJECT ID: ()HfJOJSH/q/-1 /<J;s;o.PNt'£ H E C K LEGAL REQUIREMENTS Site Pl an IZl © ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION X ITEM SELECTED D 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width and dimensioned setbacks. I 2. 3. Show on site plan: · ish floor elevations pad elevations, elevations of finish grade a Jacen to building, existing topographical li s existing and@posed slope~ driveway with percent[%) grade and drainage patterns. -Provide legal description and Assessors Parcel Number. Di scret~i-onary Approva 1 Comp 1 i a nee · -'f. 4. No Discretionary approvals were required. __ 5. Project complies with all Engineering Conditions of Approval for Project No. _____ ....,... __ _ _____ 6. P·roject does not compiy with the following Engineering · ---C_onditions of Approval for Project No. ________ _ Conditions complied with by: ______ Date: ___ _ Field Review NIA 7. Field review completed. No issues raised. I __ 8. Field Review comp·~eted. The following issues or discrepancies with the site plah,were found: -----A. -,----B. __ c. ___ D. Site lacks adequate public improvements. Existing drainage improvements not shown or in conflict with site·plan. Site is served by overhead power lines. Grading is required to.access site, create pad or provide for ultimate street improvement. FRMOOlO.DH 08/29/89 \:f'" 1, " FRMOOIO.DH -----E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. ___ F. Other: ......... ___________________ _ Dedtcation Requirements \:6 9. No dedication required. ___ 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate 1 ega 1 description together with an 8%µ x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows=--...-------------------- Dedication completed, Date: ____ _ By: ____ _ Improvement Requirements ___ 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. · "/. ·12. Public improvements required. This project requires con$truction of public improvements pursuant to Section 18.40 of the City Code. Please· have a registered Civil Engineer· prepare appropriate improvement plans and submit. for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: s,o~uL tsL.Ci!J G /-12€MJ't"I.}§:'=:: ((WE M usc: 13e (C))\JST'2Ul!T'rf o B21 oil. -ro OCC.CIPtOyL 'I) . Improvement plans signed, Date:_-____ _ By: ____ _ 08/29/89 FRMOOlO.DH ___ 13. Improvements· are required. Construction of the public improvements may be deferred in accordance with Section 18.40 ·of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessaty Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date ______ _ By: _ _,...---,--- Grading Requirements ~13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. _____ 15. Include accura.te estimates of the grading quantities (cut, fill, import, export). No grading required as determined by the information provided on the site plan. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prjor to iSs~ance·of Building Permits. Grading Inspector sign off. Date: ________ By: ___ _ Miscellaneous Permits ------16. _J:l..11. _Lia. __ 19. __1{_20. Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: p12.1v&,.ufd¥ RPPt20~cH At.Jo s,oew~u< livo-rs: ,viusT l·f6Wi: " SAa<-"'1/2 oF s 1~4, . ®"" · 6'.&§E. or-.sTtieer w=,m -rd\eoc?:t 01=-s t.oa.Jl!dll( fo/2 14ANO\C~ 8Cc.lzSS ). Sewer Permit is not required. ,lCtuO Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. Industrial Waste Permit is not required. 08/29/89 .. , FRMOOIO.DH _____ 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date=--~-By: _____ _ Fees Required Park-in-Lieu Fee fX 23. Quadrant: -Fee per Unit: _____ Total Fee:~ ___i_.24, .25. X 2s. 4A-21. ~28. Traffic Impact Fee Fee Per Unit: ~~76 ~ Bridge and Thoroughfare Fee Fee per Unit: #53or.e. . .ti: ~ Total Fee:,,-c67b .jJ -2()c.P Total Fee: 60 - Public Facilities Fee required. Facilities Management Fee Zone: G Fee//3/D QSL Sewer Fees Permit No. _______ EDU's ,G!;h/.0 Fee: __ .......__ ____ _ Sewer lateral required:_, ___:;-,<;....:c=~~2:2...._ ________ _ Fee: __ ....,--___ _ _.:i.__ REMARKS :uYl Hao l+P12rt1lffB> Qf2AJNR.6f 6(£flJS&nlW1' WJIL f?£ 12601/J t2M. ~--@~ . .-,,, _· ________ , ------ JVEGo ,tgrr&tt Ft?oNl L tWtJ. _ ENGINEERING AUTHORI.ZATION TO ISSUE PERMIT ev:S.SCft~ Date:5 NkJ\/ 9D ~ -SUB~4IT ([)t~\..( 01= Rec.eu:=>r THAT LEOC41Jtl]- '!>EWE~ V::El=-S t'A JD 08/29/89 POOR QUALITY ORIGINAL S '' '. PLANNING CHECKLIST Plan Check No. £&[--fvh!· APN:~/6-3<:,e;--tz±._ Planner . /4k; G/7'1 ' Address ~2V Lu <1ok_ /4,. Phone 438-1161 -----=-=-~----(Name) · / Type of Project and Use __ """o? .... · _,....... ___ ..... --~--e6 __ :&11 __ ~ ____ · ------~---- Zone P--/-10 Facilities Management Zone __ .... 1 ....... ___ _ -Legend Q] Item Complete @ Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates .plancheck number that deficiency was identified Environmental Review Required: . YES _ NO ~ TYPE -----------.- DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. · Conditions of Approval ------------------------ Discretionary Action Required: JES 25...._ NO~ TYPE ____ _ APPROVAL/RESO. NO._.___.____,... PATE: __________ _ PROJECT NO. · OTHER RELATE_O _C-AS_E_S_: -:_-:_:_:_:_: ______ ....,,... _________ _ tompliance with conditions of approval? If not, state conditions which require action. CondHions. f A Coastal: YES --_NOL DATE OF APPROVAL: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval-------------,------- ODD ·DOD ODO DOD ODO DOD DOD DOD ODD Landscape Plan Required: YES __ NO __ See attached submittal requirements for landscape plans Site Plan: 1. 2. 3. 4. Zoning: Provide a fully dimensioned site plan drawn to scale!,·· Show: North arrow, propert;Y · ltnes, easements, existing and proposed structures, streets, existing street improvements, ·right-of-way width and dtmensioned setbacks. ( Show on Stte Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed sl~pes and driveway. Provide legal description of property. Provide assessor's parcel number. 1. Setbacks: /~ant: l~t. Side: ]treet Side: Rear: . 2. "lot coverage: @ Height: 4. Parking:. Required __ Shown __ Required Shown __ Required Shown Required Shown -- Required Shown __ Required Shown __ Spaces Required __ Shown __ Guest Spaces Required Shown __ Additional coaents and reurks .have been ude on the building plans. These marked-up plans uy be picked up at the Building Depari.ent. These marked- up plans aust be resubaitted with the revised plans for this project. · Have p 1 ans been marked up? YES __ NO >( Addi ti Oira 1 CoJs4Pinef Zl:fl/@p q1 .17f;:>% .,-~ ~ P-LNCK.FRM M & Z ENGINEERING CO. PROJECT NAME: GH A DI.SHAH PROJECT NO.: F lta-D Cf(-~6£ SHEET NO.: X-/ 5482 COMPLEX STREET, SUITE 115 SAN DIEGO, CA. 921 23 (619) 565-1600 -z_ 'S""J 6 L-• c.ri • BY: f'/)0 F1t::L-D Gr\-A;-..\(;;;,E. ON B~tr1 lF 37 6 ~/4 ~ X 12. " {;:-;L5 24 r-I V4 65/4 oc.. I 2," Gt_f, ·~ r:·· =~=-==-==·=---· _===<-,.-.--~. --:. -•. :~ ... -•. _=·---~---'-:_·:-----,-··--'-'--"~:~f---?_~~7 ---,+---7f----+ ,-----··-··-·--·--· -.. ---. . . / .. --. ---·-4-····-·----- ,._\ ~x,z. ~ fl ,, ' " 1-S/E:, Hal-£. wr(H1n M1t:>'l)UC d/.3 OF 73"f:AfY1 And s~o Fl4'.a..., =,i,lf'f'Ol!-f", ,.. V = 4,?.5" H'1!0tYI ~tS>"!l"'l & CA;l.CS '* V. I • -c :3765~ e '3-o ni-Ol'Y) 5,u~T f2'..i:.Q A _ -"3.c+-, 2 ,, ~ !..... ( ~ ¾ * (12: ~~ )b'.:::, Si t'\Ol.. ~ ~ 'N'l 1VD l:§... 4"3" 0-r 0[8 ).S Ae.L us~11 7 Bu1L -r vJIT~ Lo~ 'Gfl.AP1L rn-A-1~~1AL.S ,Al')d I>~, LK.!1"'1CIDtL. po;e.... S+t--r£.AtZ-s., No .9p£..cu~• ... L. ~,PAI~ N~t:t:::> .. \I 11 >I. Q,. ~, Fa?-6/'f--/G::,-l-1£. S/ t::> HOLfL. . ,. ,.,_,, .Che~·, . .,, Pro1ect Date 3y 2 4 6. • 10· STRUCTURAL CALCULATION FOR ' . 12 ,, II II 20 22 2, FILE~---- 21 DATE: ___ _ 21 ~ :12 :M :II :II 40 0 Project Engineer:---------------------- ~ " , .. $0 :12 ~ $1 u 60 D~signer; ____ _._ __________________________ _ 12 "' OI 61. I _Governing Code : _____ ..:U;.:.·:r.::'2::::·~::..·--=::;Rh~----------- 70 11 Soil s Investigation: _______________________ _ 1' l~ 71 60 n. °"' .. DI 50 -F:·:~:~{r . '::::.-..t;;;::;r .. ;;;;;.,::;:;, -. ··-.. . . STRUCTURAL-ENGINEERING CONSULTANTS -lJ7JJ Vcn1ura Dlvd, . . Sui1c: A , . Sh;rman Oal:s, CA 91423 TEL: (818)78'1-5984 FAX: (BJ8) 78Y~JO~~-... \ <(lp ' ' . :,- Client Pages Page'2.. Project Date By I . DESIGN CRITERIA 5 HEE T 4 FOR RESIDENTiA~ .CONSTRUCTION· ·----------------------..,.---------------1 19 t.NifORi BOIIDIN'J cxx:e / IDS .Ab13ELES BUI!.DINJ caE •• In all ca,ses calculat.ioos will su s¢e :this desi crit~ia sheet ·10 ----~---;;;;;....,;;;;.;;;.;;...;;.,,;...;;..;,;;;.;;;.;;.;;,;;;;,;,;;;;;;;;,;;;;;;;..;,;,;;.;;;_,,.;~~;;;.,.;,;;~~;.;;..--..,...i~--:-....... --------1 W~t Cbast D:)ugl.aa Fir larch -l9i ~-nmsture 6::xltent. ,,', .. , ·u· ·14 11 11 --- LI.I . er! .u ~ 2!· 0 u ~ c;!) 40 . z ·-· U .42 D: = 44 0 .., ....... 4x or 2x: tb: l:fb=alSOO.psi/1750.~i:fv-=95.psi;E=lSOOOOO.psi No~ 2:fb=l2SO~psi/l450.psi;fv-:95.psi:E=l700000.psi 6x or .ID=".:. tb. l:fb=al350.psi:fv-=85.psi;E=l600000.psi S.S. :fb=l600.psi;fv=85.psi;E=l600000,psi It is recannen:ie:1 that l\.l'tb!r be free of .heart center GlU:!d Laminated Beams:· West a»st D:>U:Jlas· Fir " · .. Irdustrial a . ade:fb=2400. i•fv=l65. i•E=l800000. i 1. Dr:ypack shall be cx:mp:>sed ·of ·ooe. pirt l?orU~ Cement to rot rrore than three ·parts· sain. · . · · . · 2, All structural c:oocrete · ..................................... · f' c = 3000 psi All slab-on-grade/cont:i.rioous ·foot.i.aj~/pa1s •••••.••••• ~ ••• f' c = 2000 psi 1\11 cx:increte shall .reach mini.mun. essive. strenth at 28-da . 1 •. All ·reinforcin;J shall be A.S.T.M. A.:015-40 for tS l;>ars an:l snaller. ·All reinforcing shall l::e. A.s.'):'.M, A-615-60 for 16 mrs and larger • . ·Welde:f wire ·fabric to be A.S.41'.M. A-185, lap 1-1/2 spaces, 9 11 min. 2. Splicin:, _of bars ·shall have lappihg· of 30 dia .• or 2 1-0" min. in all cxntinoous concrete r~inforcernent. Masonry reinforcement shall have lappin;Js of 40 di.a. or 2 '-011 •. 'lhls i.s in all cases unless otherwise· ootoo.. 3. All reinforcin:J bars'shall be accurately ard securely place:! before . pourin:J o:,ocrete, or groutin;J ma.socu:y. 41 z "'· 41 -: 4. LLI Coocrete protection jj;)r reinforcement shall be at least equal to the diameter of the bars. Coler ~hall be' as follows: (unless otherwise noted) IO er! ·A. l?oured again.st· eart:h ••••••••• ~ •••• , • • • • • • • • • • • 3 11 1a B. Poured against ~on bel.cftl gr~ ••••••••••••••• 2'·' " c. Slabs c;:n grade (£ran' top of slal;)) ••• ; • • • • • • • • • l 11 11 1----........ --=-o.;... -=Co;;:;l:::.;ums::;;:.;;:;....;an:1=:..beams:.;;;;:;.;.;;:_to-=-.:.;.ma==.in:.::..::ba:;:;;;:.r:;.s...:•;.,.;•...,•.;.• .• _. ·-·--·-· -· ·-·-· ... ·--· _2_" _______ _ l. Fabricaticn ar):l erectton .'of ·str\X:turai. steel shall be in accordance u M . .. 70 . with "specificaticri _for the design, fabricatioo an3. erecticn of sb:u::tural steel for building·s!', lJSC~ · current. editioo. . Steel to o:nform to AS'lM A-361 Pi~· Col,unns shall, o:nform to 'AS'lM ASJ; Grade B. 2. All '#'..lding shall be performe:::l·by certified ~lders, using the El.ectr.ic Shielde:l · An:: ~ss at li~ense:l srops or ·otherwise apprcwoo. by the Bldg • DeI._=artment. ~tinoous inspection ··required for all field ~lding. 3. AU steel exp:>s~ to weather ·shall· be oot-dip Galvanize:1 after fabric- atioo, or other app:cove:1 "-P.ather proofin;' metb:>d. 4. Where finish. is attache:l 'to structural steel pro.ride l/2" 1:x:>lt roles at 14 · 4'-011 o.c. fbr attachnent of nailers. See architectural drawings for 11 ~---.--.;.;fini==:.::s;.:.:h.:::;:es~(~Nel.;:::;:.;S01:;:;:.:;,..:s::..t:.;:t..rl=;:.s...;l:.,:·.:;2;...::X.,.:3;:,.;~'--=C;.;P!,::..:.-:-_·tl\:1:.:.;:.t...::l::e~u;::.:s;:;.:e:::l=-.;:;;to::...:r~e.;.l:;,;a::.::ce=-=-:-oo=l:.;::t;;;.s~,--- 71 rete block ~l be o s :tes sh:::1nn. en architectural drawin3s and or IO u >-· <C .2 0 c~led for in specs. an::1 ccnf~ to-A.S.'l'.M. C-:-90, grMe "N" lightweigt mite with max. linear shr.inlv,.ge of 0.061. . 14 . "' 2. All vertical r~inforcirg in masonry walls .not retaini.rg earth.shall l::e located in the center of the wa.lt, retaining \ralls are to be as sh:::1,,,n '<· .. ~. ... in detail. . · · 3. · All cells with steel -~e to be solid· grouted, (except retaining wall when all cells are to ·be solid qrouted) • IO ~~~~.~/f· STRUCTURAL-ENGINEERING CONSULTANTS 13731 Vcnlura Blvd, . . Suilc A · . ~hcrman Oak.c, CA 91423 1'1.!L: (818)78'J.59S4 FAX: (1118)7ll'J-OtJO Client Pages Paga 3 Project Date By 2 ' , I DES re N CR IT·ER I A I overnin R' Suildin I:'.' Code : _____ .::::Ll:,:..•:::::~~' C,:;;_' ..::1s;;;.;s;::;:;_ ____________ _ 10 12, Seis1!1ic Zone/LoadinE!: 14 11 ind toadin : . (} .. l),. f§f ± / __ lcB.---+Ct:> __ '2.--__ _ : i.;;;S~o=i=l_R __ e....__ _____ .._:. 'fl:H~.&: A??Of,\A~/ IHl-Job# '2-2:F?-'2::10 Date S-~-~ B i I'~·. p.s.r. Increkses -p.s.l./I.t ,:z:z ear ng --~ _ · ·2, Passive Pressure, E.F~P.= ___ p.c.£. Active Pressure, E.F.P._~o.~.r ~ Coefficie~t of Friction ______ _ ;,o Roo £in g Typ e._-'(4'.Q~b:.:i..lC.-:::;;,_• _..:µ.:..:Le::;:,. =-------Roof· Slop e __ ._~-=~12.;;,__ _____ _ ~ :M 40 '6 A. B. :!IO C • "' D. M E. F •. 51 '° G~ 'a:z M H. ·.·,.H II GENERAL SPECIFICATIONS FOR STANDARD RESIDENTIAL CONSTRUCTION All beams to be supported with full ,bearing unless noted otherwise. All isolated posts and beams to have Simpson PB's and PC's mi~., unless noted otherwise. ' All wall.s on wood floors are to be supported with double joists or .. solid blocking .unless noted otherwise. All Simpson Hd, PA and CB holdowns to be fastened to 4x4 post min. All hardware is to be Simpson or equiva'lent. All shop drawings are to be reviewed by the Contractor anct the Architect prior to submittal for Engineers review. All exterior walls are to be secured with l/2" diameter x 10" Anchor Bolts at 72 11 o.c., unle.ss noted otherwise. All interior walls to be secured with shot pins per manufacturer recommendations unless noted otherwise, calculations govern in all· cases. Recommend Ramse·t: 13 348 a·t· 36 11 o .c. shear walls and 48"o.r.:. ·at non shear walls. (Alternate Omark 147067 or Equal) .~ t. ·All conventional framed portions of structure are.to be con- structed per section 2516 and 2517 of the Uniform Building Code, unless noted otherwise. 71 71 IIO All nailing is to be per table 25P of the· Uniform Building Code, unless noted oth:erwise. u 14, M .. ..,_ .. ._, .. _.,__, := .:::=·:::: :· :.....::=:·r_:;::..;_ ~""'~·-..... -~ ......... . STRUCTURAL ·ENGINEERING CONSULTANTS 13731 Vcnl11lll Dlvd. · Suite: A · . ~hern1111 Oaks, CA 91423 Tl.:L: (818)78Y-.598-l 1-"AX: (8 lS) ?oY-0,130 ,, i 2 .. I 10 13 14 u 11 20 u ::14 ) Client Project BQQEJ.· EL.SI Roofing She~thing Roof .Joi s·ts. Clg. JQ.hfta Insulat.ion Ceiling·; Misc. .. •, Dead Lo.ad Live Load Total Load ---~--..., ___ _ ___ .. _ ----,-------· ------... :, _.,.,. __ _ _,_ ___ , Psf. EkQQ8.l. t:lQ CQt:!C8.~I~- ... ., .M . IO 1::1 .. .. II . ~o 7::1 74 7' 71 . • IO 1::1 14 " II 80 Finish Sheathing Fr-aming Insulation ·ceiling· Misc •. · I -----__ "Q __ . -A---__ L __ _ -~--. :I.:: ··oead Load .. -i2-Live Load ·. _ :Q. .. · Tot.a.l ~oad -?~- t:llStEi.i.a~sQYiji Live LOild Liv.e Load Exter10·r·· Interior .Masonry Other- G:>O -------Jf2.t2_. ·15 -,~------- _..,,..,._ .... . ._.,.._.,_ . .__ ,, . ~ . £:"ii.===·: P_$f Psf Psf Paf p5f Psf . ·ps:.,·· Psf Psf· · .... .. ·.· Pages Page Date By BQQE.t fil..QEl~~ S l'o p e : .§. : l 2 .. . ' . '· -~~ .. ·~: . .. .. :· ... Roofing :she. thing Roof Joists Clg; Joists Insulation · .. :Ge i l i ng Misc. ·*· . . Dead -Load Live Lci~d 1z.. ==~= __ "2 __ _....., __ _ ::J:: rlL) \~i~: Psf Psf ·Total Load 2:?~-Psf .. *. ft2QJ B=--TED . ct_ = PLl\ '?/ 1-Z..) 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'), b r==·~:==i·~;:::·~ ~ ==-=· ~-~i --A-.:;;_,.;;;,.:..;, STRUCTURAL ENGINEERIN ... -· ··-13131 Ventura Blvd, · · G CONSULTANTS S11ilc: A , Shc:rman Oaks, CA 91-423 0 ··· ,,f ... :-.\··.,;·<r·'>·/j·· TEL: {818)781J-5984 . 1-'AX: (818) 78'J-O-IJO , ~ Client 2 ' I • 10 ,a .:zo 22 21 30 :ia 31 42 44 . 41 41 50 52 51 511 12 14 70 72 74. 71 71 ao 12 H Ill Project _.i --Y'---·~ ::-= ·::==·:::.-:--· : ----=· ~--ti STR11~lJRAL-ENGINEERING CONSULT ANTS 13731 Vcniun Dlvd, · · Suite A · . Sherman Oaks", CA 91423 Pages Date '• 'Sl . <l, L 1 Pagt:J By Tl:L: (818) 789-5984 fAX: {1118) 789-0430 Pages Page 1 2 r------:------:-.:..._-------~===~D~a~ie===~Bfy ~~ Ctient Project ' I a 10 \:Z " II. 18 :ZO 22 26 . ·u. :16 two ~f1f( ~- ~f-lwt:-L~ ~ ~JC,, -::::-·( ZO+lr7) )( f.o64 -:=;::. ~vrk,,. ~f [Jp.U..., -4. t;, X \ ~-X l O 4 . 11.l-f. i.J~ = 4-. ':7 )< \,Z.. 7---JI~ l"rpl,-Jr--· 4 "'="-3 ~~· ~,.4z:=-· ==-7.?4» ~ ~ ::::-'7.\ IG ==-f ~ x 10~4 ~ I?.~~ . 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Shcrn11n Oalc.s, CA 91423 ~ Client .,_ Project 2 i 4 ·I • :~~·. . .10 12 14 11 -11 20 22 24 :·" al 21 ;IQ 32 ~ 30 31 40 42 44 41 48 .. 50 52 54 51 5(1 60 ··, 12 ... ·:-.1111 ~ 70 '· ,. 72 .. : 74 . 76 _78 119 82 84 H !II 90 _.,_ ......... ,.... ~~:.::.;rl . . .. _ __ _ ... STRUCTURAL-ENGINEERING CONSULTANTS 13731 Vcnlun Dlvd, . . · Suilc A · . Sherman Oaks, CA 91'123 ;,: I t 4~ ..... Pages Date Page· IZ.. By Tl.:L: ( 8 l 8) 78Y-59S4 !'AX: (!! 18) WJ-0-1.30 l. '' 'Client Pages Page ,~ '-Project Date By : 2 ,, 4 SHEeB JiALL SUMMARY I I X· = 'T i:: • WALL SHEAR 'TRIB TOTAL RESIST SH-EAR SHEAR HOLDOWN ( 10 No •. FORCE AREA F.ORCE WALL FORCE WALL TYPE ' :#/FT. FT. # FT •. #/1 TYPE * j 12 14 Q) C :JI· lo.' ' . lz .. o J-1 v'~. u 7ho .? .& I : 11 / 20 @ C = '~ 24 'J7tfo ./t~ 315' l!t77 . ;,,-2t ,• ,, ,, :u @ f-~ 4000 Co.o 0to7 f{p· :; .. _, .. :ii & 7. :, _, /, :M M (t) II t A :la .co 42.~o ,~(1 /77 ~ /.lpz., 42 =Z4 ..,. 44 " (j) 42~CJt (;:> . ' q 2.',$() HPp ·'* lb. ~7b A. " 41 . 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LENGTHi Cf -----. 3 5 'd= l~.1 In req A · · = 14--f ln2 req'd · . 4 I 'd= 9.7(}.t;;., In ,. req '' · ··. · :: S= ln.3 A= 1n2 .t= ,n4 ' ,, ' 50_ . ': .. . --~·=::n . ::-:, ::-tj-:-t. .. --~;tt,--~-E.J:~.g, ::.::~.: . STRUCTURAL-ENGINEERING co 13731 Vinlun Dlvd, : Suh, A ! Shorman Oaks, CA 9HlJ· . •' :. -i ~ . ~---)----------------------------------. . , ~-. Client · · Pages Page z. . ·~-----------------~----------~~ •. :.-;, · Project Date Sy :: : eEAM NO: ® ·: ·~ . ~~ ~1 l ?J~ f'bFJ # '"~ -=t-la , . ~ vi.;t-J '-1 .:I' I 1( 10 ~) .. tO ·. <: ._ · fer;f·. ~ 4.s't1o..,.wf,.'2-s). \lP'2-- . ,. P.;f1 ., -:z. 10 . ',·. '?~ #t, . -~-411. USE: .4)'. 8 :,a --------------------- .' ~ S=io..ep tn3 A=15. tn2 . I=\\) . h4 --------------------------------------'I .-:•4 BEAM NO:G) LOADING! LENGTH: 9'1 ----1/~-t-fco #,{)lay') -:rt\' SO~ IO . ,, I ,. ,. n. ~ USE: 4---;.b ;-: ' H .. , : S= ?JO .fl tn3 . A=1JS-Jf'ln2 ~-;. . ~t:=a1~~. it~C:.:15=§l: i '::ai\'-:=--.it.=, ·. STRUCTURAL-ENGINEERING CO ' 13731 VcnlUla Blvd. · : Sui11 A 1 "· · ' Shorman Oaks, CA 91~23 . .. .. 1=.11 s = 12·? .lrP req'd A · =·q_s 1n2 r~q'd . I . = ~ In4 t · r~q'd 54-0~ 5to . &-_ ii a') I Ji ,,J L I-. n-= ·Do ( 1 +g(1o 1/i K·1) ~ lf~'o4 . 1n4 (p LOADING: . LENGTI-!i g ------ . 3 S 'd=w.CP In req A .. 'd= l';'.7 ln2 _req · I . 'd= 4\.1 tn4 _. req f-.z I, 17-0 tt <,., ··::~::~i;z:::::.:.·;;,. 11.!l.: (818)78Y-S9S-1 1-'AX: (~ 18) 78Y-O-IJO '; ,,,:t •. \·. ,. Client · · Pages P2ge ;, -Project Date Sy 1·-1--------------------------------J :;i ;~ ·eEAfyl NO;© :·, .. if. . ~-: ll._sll ti.co °=t) :::1--t~ I~ \Q -,. - _,_a " : . 11 ;: ' ;, LOAOII\'G : ____ LEI\'GTH: \ 't 1 3 f l11-zo• s 'd= '20.th req ~ .+:: 11.'::>' 'J.-':,' I A . = l(p.'Z-I I r~d ~~ 9~ I 'd=s1.1 ln4 req ,. r USE: -4ib :io ' ________________ ......._ __ _ :iz S=?;io.(p_ ln3 ·r= \\\ . n4 2 " · -BEAM :N·o: 10 :II za. ; . \Z-f =' CPI (??'<' f!;->j:::::) ~ \'fE:> -.1+4 ':io ' ~f~ A-' ( o/b P'=F) ., l?:1.t-'*JI ~i . • I -. ~OADING =--! --,------!~'GT11: I 5 r~ Q'\t>-' ~) (4 J = z~1i\ 5req'd= ~-1 in3 t"'F-:-~-\'l_o_t_/, __, A I I =~-t rf Cf'-?¥-.i' req d . lrz.t1 1,1'W' .1req1d=i~.(.O ln4 USE: ___ 4_~_1e_ ___________ lY\~4i¾l ,_~ "4· BEAM No:([) 46 ' -. ~-,: . ·C,L.Ni,-·q \'¥1 fE,-)-:: Ibo*°~ . $:Z_ .. : .. lb'yt -.a: . ':,J /k) $4 ; 1-oo+/. I $1 LOADING! LENGTI-i: b ----- s 'd= ¾-t 1rr3 . req A · = ·'2..'? t ln2 r~q'd . · I . = l'?~b In4 r~q· d _ /-"if=-· . 117'4,\00 \(2-So-::\\ 1= 4-t~."l;,(n4 .. . . : 1.0 ' : 1~: ·:f=llG S~f>')l~ ~,~~pj)] :z l,f~ 1. ::.:__: ·f-l..-,c-%,(~Y.'?1)''=>1t,?;;>!7 ~f)·7~1S» . · 11 :,.-l1lP'fo 1 . IO -.• . ,. LOADING: LENGTH: lbl -. 3 1,.t:zr::;1:-\\-l\r{djo:\\ S 'd-Q_f,_ (p In · req c;;,u,. A ·_. 'd= -:,s.bln2 -f-~'4 c.,• ¾-~ '-+ req · ~ . 4 'l.ro?J;;>W 11 oS?- 1 'd = 1:J'IS In .. req 0 I . _:. : :_ .USE_: __ lP1--_____ lZ. ______________ 11-9a~e:!-~ u: ·-, . . s= 12,.-z.. 1n3 1-1"0 ~ . \oJ __ ____, ... , I ,, .. IO. '.,, -~'l,' Page . i· , -· 'Client · ·Pages .. : '· t--P,-o-je-ct ___________________ ......,.. ____ Da-te ____ S_y--'::.....i...---1 .. ; !,:::IO . I. !'' : ; ·-=u j •;1 /~ =. L ;i.a , USE:. . LJ?i..\+ £:>.s .. S= I C,p1,.o tn3 A-:. 1,+.'l.. Jn2 ~1 1 .. ~ ~1;77;, f5f) ~ a..--=tJ> .,, ~I-'\, "C-'\2 ~o "o/. USE; 4-i-12. ---------------- i '. n ' . . . . i ~;' : $1 ', ,' .H . ' I ' 1' l.• ' • •· 0• I .. US_E: · ~1'2.. ... ; .. . . 1n4 LOADING: LENGTHi \qi ----- . 3 S 'd= 'osln req 1.1 • A · · = -,,o. J 1n2 req'd · . 4 J q'd= "2,~:;,.9Jn . re \ . 1\-,~ , . . , Client · ·pages Page:,::, Project Date Sy I. :t @ I ... · ·, .... BE_A __ fyt_.._N....,O .... : ...,.n _______________ LOAOING : ________ lEl\'GTH: \Z.:. . '. !2F-:::l'2-1 (~ f!,f) : ?'°ft, . 5 3 "f2--=--Z,~lP·O 'd=us.r.p n • I 10 . P?n.~ . • 2 . '"" . req · 110 ~,. A . • = ¾:un2 ·. ,12 t''· j ,. . I . ·" · ·· USE: 4-i--\'2.. reqd I 'd=1.-oo tn4 req :· ·1 :·~: -S-=-1-~-.&-----ln_3 __ A_=-~--. -ln-2----,=-~-\-~-ln-4- ••• 1., -----~~-------"------------------------!-. i2 ' BEAM :Nb:@ . '. LOADING __ ! ___ ___,L8'.'GTH: \'!>.s ; . ir'. . ii, .. . -~ ' ' .t· :·~ " BEAM No:@ ~2 •.. USE: . 4)(.\'c- .M . .. s=,'?-t, n3 A=~ trn2 l=1ts.~ 1n4 · oe:::::::::::::/ ·r. BEAM NO:@ '··. .. ' ' LOADING: LENGTH: Cp -------10 • · · 1;1r · · ·. F== C2-l "?'2o~) + i (. <o'y..s'1-'7!:7 ~f') z. 1,. \'=lO ':tf 1\1\'lo a, -. 3 5 'd--~-& In req '. ,. ~- I u • .. ,. i USE: ,jrf .. e::, . S= ?,o.c,, rn3 . A= IJ.5 .ttn2 ' ~-~1 ' . !":F.s ::-V;t':::i· • 1 U:.~l·!i=a i ":':.i':::-'=1 . · STRUCTURAL-ENGINEERING CO 13731 Vcn111ra Dlvd, · : ; S11i11 A ! · · !::J;oruun Ct.Irr C'A !11471 • A··· ·,d= \1,':> ln2 req · . 4 I •...i='l-$ In .-req1y1 .t= lB.\ 1n4 r c:} I 1 1 I ,. '. "' ''. . Client · i .. "Pages Page~ · Project Date Sy : ·eEAM No:® '. ' . LOAOING: ____ lEl\'GTH: s\ :: -:°·' . t:~1'-1:z 14' t 10 fl:F) :c IAt>_:\-,, 1oi ... ~ F ..... ,}I(* ~..f" J 1 q"\ . ·. vJ/\11.:a LO ( I e, flbf) ::arl ~ :::-. f{J(.2.. -:a I I , I I~ ~f} 'J \l ?.:;J 11 .. -~ , '1 lb II ~5-1-Q--:\\-n-/-, - :&O USE: . )rf. b 2Z S=~-!P ln3 A:: '2.5o·t n2 ,. ~~,. · BEAM :NO:@ at z/ .. · . .'. i2-1F-:::: 71 (~'7 <f~F ) ::i "2.'?t -:%t '1 ~ . -. ·e,..~''1 ::z I\ I~ ?'-f) -:z l o . · ~z ~ z. . z --\'1 USE: S 'd= \1-S n3 req A . = \~.1-lrf-req d ~eq' d= \8.-o 1n4 ·r= \q . n4 • I . . LOADING : ______ .... ~'GT;;: 6>1 sreq'd= ·\o.,ttri3 A I 'd= \\.i;, rF . req I . -\~ 1n4 . req'd--;;,.~ •z ------------------·~ . . . S= ~.u>ln~ A=Q.S. 1n2 · I= \\ n4 ------------J.-----'-------------------, NO:@ LOADING! LENGTH! lu:,' ---,.---=--------------------- s 'd=-za.s .lrP .12,--::: f;,oo# req A · 'd=· \ \.S lrf-r~q . 'r~q·~= \\.S Jn4 ;: ,1, .•i $1 .: ... (00 ..:\i ,, '° . ' . ' ,a .· USE! 4--i-\e.. H '.·.'· .. . . . S:::1:1;,-bn3 A='?:rf~ In2 1=~> 1n4 " · BEAM NO: @ ,. 10 .. Jr UI':) • . . . ' . LOADING: 72 ,:;,4':, . 14 . . . :, • I ) is ~· I , is' 1'i_?of Sec, 71 ,~ '°· : f%..:s 1.s t~??"-,=as,FJ·+7-~t1.0 F-,,-.) +1s'u2-~' • '7.eo 12 1 ·rt:l.-,1·?('2.G:' ~) + 1-'>'VOp.i-t=) +ltUZ. ~) z"Z.bS "' 1 · USE: tl...~\'2.. F-J. e... \'2.. c:9c_.. ' ,, u '.: . s= ~\-£.P 1n3 . A= ltp.2;:ln2 .l=\"\2::> .1n4 .. ',, 90 . lEG -"::; ,;;~.s -4\ -'r y -:z 7 bS -~ -.. -~-----~ ..... clram · ll, 11 · Project . :az . ;~· 'BEAM :NO: ;1. ·, . 2i: '. · fLr2.. = I l Ci~ r-, j) "& '7:, :io' · WNI :::-. I 0 1(12.. F-f') ., I "2-0 :ii . :U-Nt:t: 1 '(10 · P'-F) '3,, 10 ;w . !:>'rt "" . ~ 1 7 :)4 -'l,o--0......,,-,,....., - :I&' ; '' ·pages Date Sy I . LOAOII\'G:. ____ LEI\'GTH: co S =-52...;. n3 · req'd · A . = 15.'f lrf-req' d I = 7q ·ln4 req'd · ~ P2°' ::a: "?, "I OrJ 1l'\ ~sso ,-lit . ~ . '. ~OADING • __ • ___ ___,L8\'GTri: \6 S 'd= 7Z.. ,J req . A I 'd=·~.$k+ req I 'd= ????cl 1n4 . req 12--z 1, 2,00 -=if. "' · ·usE; __ · _:4 ..... "f: .... \_e.. __ u __ s ___ ~ ___ Q_'i:_H:_.. ___ _ : . S=l·"t>.0 1n3 A~q. 1n2 "' BEAM NO:@ LOADING! LENGll,: 1&1 ----- $& •. "?,1io=K s . = r.,q.:;;, .1ri3 j req d J;. A . • =· 45-'\ ,rF r t r~qci , ii;' I .t._;,' I . :: 1-7-1 fn4 . r~q'd 91.p 'Zf(Dl)O : _·. USE!_' ______ cP_"i-~12. _____ . ________ . _______ _ .. s::: 1z.1 .• -z-n3 A ::t,~~-z-rn2 .:l,t;. " .BEAM NO:@. 70 • 1• n 11 ao 6,4' H N , 80 . f\.!J2-i:. 12,; • /, e,'n :s % . b\o :\l=I, USE: .C;;,1/t,~'I--l c.," ~ L.b S= I 81, ';:> ln3 . A=1t,.ey 1n2~ . ' .. ::=;t:=;r-=e1• -lit'=--~-= .; •a._, .. • • .. • =-a·'i:""::' =, -. . . · : STRUCTURAL-ENGINEERING CONSULTANTS 13731 Y,n1ura Dlvd, · : • • S11i10 A · \ Shvrm111 Oalcs,GA 91-C23 • 1n4 LOADING: ____ LENGTHi IJ . 3 S 'd:: 19 In req A. . . . = t,s. is 1n2 req'd · i I :: 1W ln4 _. reqd l-1t I"'\ :::.11(:i_,-to ~ + ,, &Jo f. J,,. E>to ~(, 1.;'.11--s'l s' ., crianr · ProJect ··:··: ·. eEAM NO;@ :.;. . 1 FJ--0f(~b f";r)-.... l~ ~11 _' ~: f. J ~ ~ ·1 1c112;, Pf. f) > l 1 ?-;, • ,,:z 1, II H ' :o .r. 2:, USE: ,4-)(. IZ. s= 11;,_~n3 · A= '?f.fln2 2 ' BEAM :N'O: .· ZI ·;, I , ,. -~ :1 ! Ft\2..:=: . . -a 1b? ., F~ fl.~'<..,,~> 'Z ~ ~~ ·· :a · A 1, '?'? f$ f) 1 1->-ii, ~Ui ~ 1.~ It tc., fSF) • <'JS ·:'. ; ~I ~ 15t 1~~)_ ;~ j. t° USE: · . ·, · 11,d 4--/-\Z.. ·pages Date Sy LOAO!l\'G: LEl\1GTH: c) -------- 5 'd="1-h n3 ·req A . 'd= 10."t? 1n2 req I 'd=q.f!:;, .tn4 req . •. LOADING!._ ___ __,L8'.'GTJ;: r::= •• ) Sreq'd=..::to.t;> 1r2 f-2-:£, ?;,(p1S # A 1 'd=-?b-1 'rf-req I 'd='=>LCP 1n4 . req , 4Z .,, 1 ~ s=i·?-b 1n3 A=~e,. 1n2 r= 4-~ h4 ' ' ---------------~---------~---------------, I' ;• BEAM NO:@ LOADING! LENGTH: Cp I . ~ ' ----- 1,, ,' ,_$0 $4.' " . $1-'. s 'd= \ +.o.1n3 req ·. A · 'd. =-IS,4' 1n2 r~q . $1 .. '• .. 60 I · . =1-11.-ln4 rt:q'd · 0 · ..• USE: +'f-(2 M ·----~-----------...;...--It ... · S:::"7:>-b n3 A=~-+ 1n2 " _BEAM NO:@ ··: '10 • ·. n · .... -· ft.1(2 .::r fd (I I ';7 ,:a,~), \IO ~t. 1, ' !):/11 i, . .:.I. 11 .. 1'. 11 ' IO .. 11 ·,. •,,: t I ·,. ·,. M • USE: 4o/Y-1'2- l?O~, H ·. ·~. · S= 70 .2:, 103 . ·A=2;,J.+ 1n2 .. ,., IO . F.f':=i~~I _-, ~ __ ,;t:;;;~ - ' •~•--:l·:-.. I .-:=:"-: STRUCTURAL-ENGINEERING co 137Jl Vcn1111·1 Dlvd. . : Sull1 A I Shorman Oaks, CA 914~ , .. .. 1n4 LOADING: ____ LENGTHi q' 1,oSo~ t (,"R *'{' :::, 1 '(Z&:;. t===:::,ss I . flhtm · -Ptolect Date Sy : eEAty1 NO: @ ·• I \Q 12 - 14 11 :zz ~ ... . · fl!P-~+.s\\\~ ~) ':1-'='lo -il-1 ~n :a. • ·,o S"h:> -¥-1. :u· BEAM :Nb:(9 . '. ~OADING! ______ LEJ\'GTH: l'l"\ u .. ZI : .. " P-'F=··il.(?J~fbf}~'J?~/1 rt' .... :io : , ~'c,-;:-4 'l 1'7 ~r> i lbo . Sr~q'd= .Ss.-, I +is-,o :rz ,, W,...11-. l~'l·IZ.0:...1-::0)-.,f.e:Q A' -1'-0""\ .? I "'1 . 'd-lf' • \ n- :W . Ft.a, p..-:" I ' ~ lo,?, f'.:Sl ~ J -. 5'? req . 1-i.' . lb\--t -z. . -~ l1 I 'd=S\1 tn4 . 4""=> •t, · req ·?J,S.1"?;::> 71/"?l : ,; USE! . (e'.'7/f~*-\'2.. \\ H:,:lli(?10'-~ ~ . .u -. __ S_=_lca._· ..;.· .;;;..~ _tn_3 __ A_=..:2:>;...:.l.;;;..~_ln_2 __ 1_=_q-;,.1_2--_h_4_ . .....,.... ____ ·-,--___ -<.....:.. __ ---, 0 BEAM NO:@ U· . $& ·,· u . USE: U> i-l'Z-: M .. " s:: i.\. -z.. n3 · A= {i"?:i.Jn2 " BEAM NO:@ -. 10 . • 1'l 14 71 U ·. I LOADING! LENGTH: l$1 -----?1lOO"ft s = z.s.1 .1ri3 . req'd A · =·S\ lrf-r~q'd . I 'd. = &"'t ln4 r~q 'k>1 I= Co't? 1n4 · .. . · LOADING: LENGTHi (p ----- . · 3 ~,ao S 'd= 71. :!:;:ln req A··· = ~.s 1112 req'd i I = \\ E, Jn4 ,. reqd USE: u' 12 ', ---._;;;......1.'1:...:..;_·· --------M 1-~ ,,p.s.,1,s ··Ll 16. . S= \~.'2-in3 ·, .. A= C,?:zjn2 .1= t,17 tn4_ 90 • OMerir · · Project u ZI . :)0' 'O · lJSE: . · 4.i-\'2. 4Z 4' s = 0?J-~ rn3 "' BEAM No:e u . USE: . &"-f-f.lP .. .. s:: i.io.z.. n3 A= ~s. -z-1n2 · " BEAM· NO:@). ·,. . . ·pages Page Date Sy LOAOll\'G :. ____ lEl\'GTH: \ C:;}I S 'd= 4"'>7.;;, 1n3 req · . · . ' . -U-li 'rf, A 'd-req _lreq'd= 111.5 1n4 I= 10 tn4 T I . . LOADING: LENGTI-ii 2, I -----70 • . ) u P-'F=-\ ,._':) <. "?'.? F--t) -:z. ~t::o ~'Ii. . 1, C.-LN'C-;:J ::s I l .. ~1 (\of:-/-') ~-\\C;, . 3 S 'd= -J:JCP.":? In req . ~ -iL-z 40-'W u p,;,'n ... ·-z· I::> 21 IO ... II I USE: ,. ,. 'f\i\'2- to . r=:r:=;~~-U'*:=:"==· i -~==r..1-~ · SfRUCTlJRAL·ENGINEERING CO 13731 Vc11111r1 Dlvd, : Sul&o A I Shvrm•n Oelcs,CA 91423 • ~\O A··· = ??0 tn2 req'd · . 4 I .,..,=--,-,,. 1" In _. req...,. .I:: t\S tn4 ~.c tent . Pages Page Project Date By SHE AR W'A LL S C H ·e D U. L E 1 ' • I aazasaaa••••••••••••a•••••••aasas:aaaaaaaa:::::a:::acaaas:s~:a::::c:::::;:::::a:a:::::::x::#:c::::::s::::::::zc::;: 10 11 f:eference: The 1982 U.B.C. and the 1985 L.A.B,C •. · HAILIHG · · ·. ·: IIAF:Y.· 11ATERlAL SI.2E/SPACIH6 SILL PLATE . IO"A.B: 'IIAILIH6 \I 11 20 i:r ... ·-·. · ·:::z sa:zai:z:a:a:s:a;::s:aa:as:ss::a::sas::aaa · .. ::z::a:a:::a::: ---------= . =·-·-----s / A J/8• STRUCT II P~YWOOD 1 OHE SIDE z. & 3/8• STRUCT · II PLYIIOOD, OHE S-IDE 3 C 3/8• STRUCT ll PLYWOOD, OHE SIDE D J/8• STRUCT II f'LYl/000 1 OHE SIDE E JIB" STRUCT II PLYWOOD, TWO SIDES 4 f 3/8' _STli:UCT If PLYWOOD, TWO SIDES· '5 6 3/8' STRUCT II PLYWOOD, TWO SIDES .. H 3/B" STRUCT Il PLYWOOD, TWO SIDES I J ~ L II H 0 f' 1/2• $TRUCT ll PLYWOOD, OHE SIDE .1/2' STRUCT II PLYWOOD, OHE SIDE 1/2' STRUCT fl PLYWOOD, CHE SIDE 1/2" STRUCT II PLYWOOD, OHE SIDE 1/2" STRUCT II PLYWOOD, TWO SIDES l/2' STRUCT 11 PLYWOOD, TWO SIDES 1/2• STRUCT ll PLYWOOD 1 TWO SIDES 1/2' STRUCT 11 PLYWOOD, TWO SIDES 8d . 6" 12· ·. Bd 4•. tr· 8d 3' 12· Bd 2' 12" 8d · 6· 12' 'lid'· 4• 12~ Bd ~· 12" Bd 21 : 12" . l~d-6· · 12·. IOd · · 4•· 12' 10d 31 12' !Od · 2" 12• 10d 6' 12· . 10d 4• 12· IOd J' .J2• 10d . 2· 12· .. 5/8" e 32• 5/8' l 24' 5/8" @ lb' · 3/4' ~ lb' 5/8' @ lb' 11a· e t6' 1· @ 16' JH • e a· 5/8' @ 32' 5/8' e 16' 3H' @ 16' 7/8' e w 3/ 4 I e l 6 I 1· e 16' 3H' e 8' 7/B' @ a• .. 16d @ b· 16d t 4 I 2-lbd@ 6' 2-16d ~ 4 I 2-lbd ~ 6' 2-16d l 4• 2-16d e J" 16d ! 4' 2-16d ~ b. 2-16d ~ 4• 2-16d°e 4• 2-16d @ 4' 2-16d ! 3• 2-t6d e 2· , HOTES: 1·. FRAIIIH6 SHALL BE 3• HOKl/lAL OR WIDER AT ~-LL b<:>ULJ::>~l~:i, Eid-JAIUN<::y b\-lAU-eie. ";11H",C,, 2, StUDS SHALL BE PLACED.AT 16' O.C. NAXIHUH' . w· " ..... ·' " 'II IO• NAR>: MATERIAL I • AA· 1112• 6WB, OHE SIDE 7 BB cc DD EE Ff tl/2' 6VB 1 TWO SIDE$ 1112• 6WB1 OHE SIDE tl/2;.-6WB 1 TWO SIDES 1/2' 6WB1 DHE·SlDE 1/.2' 6WB 1 TWO SIDES 66 1/2' 6WB1 OIIE SIDE HH l/2' GW8 1 TWO SIDES JI 5/8' 6WB 1 OUE SIDE JJ 5/B" 6W8 1 TWO SIDES (K tl/2' 6W81 5/8'6WB WALL COHSTRUCTIOM HAILIHG SIZE/SPACIIIG · UMBLOCY.ED 5d COOLER·@ 7' UH8LOCKEO 5d COOLER e' 1' . UHBLOCKED. 5d COOLER I 41 UHBLOCKED 5d COOLER I. C . BLOCKED 5d COOLER I 71 BLOCKED . ·5d. COOLER ! 7• BLOCKED "5d COOLER! 4~ BLOCKED · 5d· COOLER. e 4': BLOCKED . 6d COOLER e 4'· BLOCKED 6d COOLER! 4' BLOCK~D. : · ~d COOLER e 4' . SILL PLATE lO'A,B. 11AlLIH6 112· e 12· 112• e 32• 1/2' @ 60' 112• @ 24 I 112· e oo• l/2' ! 21' 1/2'@ 48' 1/2' e 24 I 112· e 32• . l/21 l 16' 1/2' @ t.6' :::::::::;s tod e·w 16d e e· Jbd t 12.' t6d e 6' 16d ! 12· 16d ! 6" 16d ! B' 16d ! ~ I t6d ! a·. lbd ! • I lbd@ 4• .LL J/B'LATH+l/2'PLASTER1DKE SIDE. UliB!.OCKED · 1Jg1/PLASTER BO I 5'. 1/2' f 72' IIK J/8'LATH+I/2'flASTER1TVD SIDES UliBt.OCKED. 1391/PLASTER BD I 5'. 112• ! 32' u · &, MM 718' STUCCO, DIE SIDE . Ul(BLOCKED': 1lg1/ll6 STAPLE' e .. 61: .. 112•· ! 32". .lbd ! 16' t6d e a· 16d t 8' 16d e &· u II SS 7/B1 STUCCO/LATH l PLASTER -UMBLOCKED .. ,.:· _; .fSEE' Al!OVp ·:t: .. : .:'. ··. 1/2' t 241 ~ ' . . :. . . • .,; : :f ..... :,:·~.~=~ ... ;.::"· .. ; .... ·.: ... :f:•.:.;.·.~t--=:·.1.;~-:~.:.: .:: ·•• • :· ·.:. ·_. I tfmlh USE ~/8' 8¥1 W/ U to:Xll *£u\'J .. :.:;_;-~'·:(:•,t'·.·.:ff=·J{\;;: ·.·:;:_ .... · ... • • •• .. .,. •• ••-:-::• ;"',!''•••, ~.1•.•:,:(:•·.:',,,:::;,,,,._.:·~•I • •••••·--:·,, to·· U. B.C. TABLE· RENARKS 25-1: =========: :====~ NOTE 2 2b4 NOTE 2 384 HDTE 2 492 kOTE 1,2 b3b NOTE 2 528 HOTE 2 768 NOTE 2 984 HOTE 11 2 1272 HOTE 2 NOTE 2 'NOTE , MOTE 11 "I. HOTE 2 NOTE 2 HOT£ 2 llOTE 11 2 REMARKS 310 460 bOO 770 620 no 1200 ' 1~40 U. B. C. .TABLE 47-1 ----------==---=. . 100 200 125 250 125 250 150 JOO 175 350 325 100 200 180 . 280 -... I -; . ;, -~ ' i, ,. ' . ( i' lind;,11 & Associates Inc. in9lnettrln9-Consult•nts ·Materials Testing l l 1 l. J,, i 1 I·. !_ i I ! " -!,, 1. ' ., ; ,., ' !-, I• f·: J,_. l '· ! . I" " i t f ' .. i ·, !'l--1.' 1·::· . i · ... I_:; . ·- . ! f' 619-75J-8854 TO, .... -.. _:.-~-'. ,·:;._J·tt\ ~·-~-~~ . -s1¥i;~~;1i1fr,J i:: i :_ StJBSOIL .INVE~'l'lG.ATlON · AND:::F.QlJ,Nl)_l}'.i:J:9.!i.:Jt~~_oti_t,EN_D~TIQN.S FOR f>,. PROPOSED· TWO ·sTORY RES IDEN<:?E-··'.110 /B.6/~0CATED .ON LOT· ·2·5·, EAST OF 2524 LA COSTA AVENUE;' CARL.SBAD/fs.AN';o~EQO.· COJJNTY ,· CALIFORNIA :. :"' ,.: ·,., .. I,. ..... ~ ·i .-·-, ' ... ,·;. .• ;·. I. --: : .. :--• ;· ~:'.I,:: ' I • ~ ~; _; • '"'"";,· ::.:, ! .. i.: t ,-· . t: .-. :: -· -_ .. :·:. -~-.:· --:~· :~,-:r· ::t • .-~ .:.; .:.1. . . -·-.-·:-·.-'C; . ··' ' ~. ·- ··-.r- . . -- .,.' -:·,:;::. .. ; . L": .:...· ::1::·-~--•.!. , ... • r·-,-\" -• . .. .. .:-<·· ";·_:; ·-. .: .. - . ,: -~-. ' - i, .-· : >• Oh· .. :~~:). ' . :~· •, ;-r :.·-;· ·,··; "c:·'-7:ti:-:,::_\\<::/o .:,Karnrari-.Ghadishah • • • > ·:: : :--.:%'-.-. ' :; . ··.. -. . . · ·' . , -,:'{}{\}~,t~-~ ?~~tn.9 ;D~-~. Mar · . .. :: '·, .-.··;:ij~f iii! JiUI: .;:~. 2 , 014 · · · ·· ·-··:· May,···26· 1989· : ..... ;,: .. ·(:.~[~!~~~t~'.f~:{: , :-_ •o~ N.o. 289-.270 I -,,. J I- -! .. ' - I-L . ! .·I I ~,.,-i· L I 1· r ; i ./ ,j ,., I· r !. f." 11 i ' ' ' ''f 'l- f ;.·, ~-... j: "' !' r·: . I .. '' '· :1 · '• .i:• 'I' ,' ·'t. ·:,· PAGE " . •· . . ... . . . :;i:~ii!~f :· ; ,, . · ... Sc.op~ •. •.,.•.• 4!. ~ •.••••• , • , ••••. _,,. f,e·!._ •. ·, _ •. _,·,, ••• -._., •• •.,, •• ,,, •• 1 • • . t • -··. • • • • • 4 -" - • ! • • ... • • • • .4 S1,t,e '. an~ Pro~ e~t ~es? 1, P\~,°J'•:ij:>}};id:;: { , . • • • , • , • • • • • • • • • .1 _site · Inve~_t._19.a.tio_n ... ~l'.\d ·Sgbso.~ t::c~n-~J.t ions .. -:-..... , •.. ;• .• ... 2 ·. ::·o~~~::::;:l :;~.:t~:~~~.~!!~i~f iI'.~t~o,.· .... . 81-t.e ·G;radlng •....•••.•. , .•. , .• ~.: .. ~ ',t:,-•:, ·, .• • •• • • • • • • Fqun(lations. f .•· t t -I t .~ !' • ' • a • t ~ •. t . -··~;-: -: ~tt~·.;.;,.::r-r:·-J\ ..... • • • • .• 6 ~···~·-~·--~••ti!':.•-•• .6 '._ cone re te ~'slabs . ~,0"• ,I: \". _::·~· : . ,! ,.-:, ... ~~· •.••••• ~ ••••• -• 8 • ~• • ~ . ;· :: ·-~ ~ • • ; ·• 9 ! ••• ·-· •••.•• ~ •••• ~10 7 !"•-, .•• ;Appendix A '. ::~ ·,: ' . ·::-,. ,,, :~ ... 't •• '·""' ~ •• ,·~ ' ' ._ .,. L . -. ~- -.; -•. ~ . ... :. ··-----·--' . . . : -~··::: :--:".-::::t :' ; =.~+ -~ ;· --.~ ::_:~ _-_:. : :~:.- ' • • : • > • • ~--t·:· .::;-~ -.-: -- --~-f .~:-· ...... ·,: !, . ~: • . .,, 't':,· .. · .. - · ·-·.··,, Tht;t·r~pQrt · gi_ves t;h~r re.~iil t!L.o.t ... ~. f;JUb.solL inv~stigation and I . . . ~qlifo.rnJ.~.:-:.,·: P.le.a~e:-: ~e.e, Flgur·,~ttfo'.;'t~?: ).",c ~;.:"SJ. te .-, :Vicinity · ·Map" and ·=.. . .. it· .. · ·· .. :::,~:::;~Jf r~!:~.~;.··~~;:f;;iit!liitit·:;r:~ :£ •. o:h~ w~r: i ~:cl u::: ·h--o~ 1-g_hp~r 1.ng. s 1 te,s ,: :th_e,:; ;<l-9.9~LiJlC,)J;oJ:,\f5_<>tl_fJ. -1~.: ,fou;t ~xplorato:i;y t.est .1.::--,--' -·-~---~::;.~~~-: .. ~;:_-.. ~-.-:·:_··.·: :::··. -,; __ ~·=;:~)·{~-/-:_---.~~~\~):::'.,(:~~::§J~~!~·~f:ti·-~;~\=t-:·.;~:;··-;·~-~·-t .-~---·~] ~ .- . · ,., pl ts· and th~ ~-:$·ampllng·-:~nd-; t:e~J1.tjg.}q.t/t.l:HL s.oils --e~p9.~ed. \ ~ ~:. -_ :_,:-~:-~~·-: ·-~~ ,: ~: ~ :-:·,-<~ -·-~\'.:_.~~;' -_ ·;-: ·: -~~\-! :~-:--~_.~;~~~~i~~t~;!~~0~)~IJTi{1¾i;,f;'~---·::::_-· ~-~:~:~;· .'~--::_! >-__ :~ -. - ··:.:~. J:l.as.e.µ .on-:·_-,Qur .: .. ~_v,alu.,_tf,<H)/··-~,ti4,~~::lJJt_~rpretat;J.on of the data ... · ·\-~:--l= _· ·~·-.· -----~.1-_,' -. ··~-~~--~~--~-~····_:_f __ 1\!~{~·~:#-> ;,\,::~~;;.:?+·!-:1~:.~-_·-~--···-' ·. obtained, co:nsul tatl<,>ns,,wl tlf:cftb,e_t,·;:professlo.nals ,--: and. -review of -~ • ~: •,-' • • >: ~ .: • •_ : _ _. ' :, • • -.: ' ~~:~,~ ,\~:.~:,~~~·,.,t.:;1~J(t}~~~::,~.'."~~--:{'/\;·:; ~ ~~~:~: 'I :,, • ~· -~·-~~-• • · publ.ished and· unpubltshed :t; 4~t~ ?·,:~·:J;J'i'~ ~.·contents . of:, this report • J ~ • • ",· ',·,:_.'.;-.·.•~' : -, • •: .·_·•• : •• :·::_::~, }~~r·,ff;:~·-t\::.f_,'~:}'..~.-.:; ,,-··, , ·_. ~ • . ;' ,· .· pre_sent .. classt£1cat.1orr,o.f ·ttu~0.:~so~lst~/·a1.lo.wable bear.lng pressures, .. · late?~ (eafth pres9,u{~s;;;tJff {~;~'j~\~~, ~:' rtine~,{-: :geotechni ca 1 · .. 1nfor_mat l9n -_neces_s~ry _tQ:.-~~--s~J~~Jy;.:;!t:~Y.~t..Ji_ ~.c_onomlc;c1;l.ly, -deve ~op the .:: .··.· -: ? ···· :~:EL:t~~ f:::::::lt:::l!lf ilii[il~~t:~:::n .::::::er ::: 1:h::- .,.. ttils s_l_t;_e,--· were= rev~ewed<"~ttf~d~:t~~ml.P.~~-1:he.-·,:suitability of on-site ·, i\ ·. fI 1 - 1 ~ L!:: _ •.. ·. ·: : ~. ''. /i ' ·}f (~ 1t~t]j;-(f l~zt;, · · · • · I·-> ·' . · ':° . ' .-:,. ·.~ : : __ :·SITE-' ANO ·pR.OJECT: OESCRIPTION ... i . r " . : ·-:· .. ·. : • . " _,. ·-. .... . ,' . ~, . '. -\/.:· -~·:;~1.,c:i~ · .. , '.. ,:,:t,;: ::·., .... :'cc·... . '-. j,· .. : /:_'.: .. ·.·°it.'the--.tlme o°f.o~r-i~·;:;;:t.lgatf~.n;·::'-,the .. ·fslte-was vacant. The : .. _: :c ~-.-.::·. ·.,... . -.· -: ... : -·: .. ·-.·~~::::~_;_;;::{:i~\;;f~~f{t}{\ .. .,_._.> . . . . . . ..; -rectangu,la.r ... shap~d lot-. ·if$ ·'ac:_c_~-~~-~9,tJ:rqJ1(the:·:se>_utfJ_· qff L.a costij · I \ -~~-+~e;j~_d;at;1}'' ~~~o~~'9\~i!!1!\tif i~t~~enue; • ... The . oveiall ! : .:. topography ,at the ... sl te.:slqpes.Jn,~c:1~-f~F.~.i:,yt t_o :· steeply to the __ no1;t·h, ' ·,. ,•··" ','., ~ ' f _. ' ,,_•;,• ' ' . :. :· between: the- southeast corner of Job No. 289-270 P,•HiP 1 ' L. - ... ·• . . ' I ~ . ' ~. ,. 4c .I .1 'I I.· .:j, .. -,,.:...l__-· i . . , . ~ :. ' -l·. ·1 . ··~ -: -~ '. -_,· . under I . ' , ..... r: :::-. ,. ....,,. ...,.,.,1 J ,, ,{ , ..,-':,"'7:;: ''. --- . --·-. ' ... . -.. · _ test ·pits • .-we.-al~c;, :review~d:'pr_evioqsl,y.>publisne_d and unpublished _ , ~ata rega;dI ~lt~i s ~~~ ~f_{9,:i'f \~!tt ~{~ro~~d f n9 s 1 tes. Spec 1£1c to this site were previous_-sub~oil:.~~: iny~~tlgations and follow-up I: -report~_ conducted -by :=" ~~-~{~;r{{i;;t~~~~~i-X~:--.\ ;bes-e reports centered l-.·. ~r_ound_ pr~vious fills _ t~a{~J~i~;~if:'~~Jh1s site between 1968 _and. 196~. : _ :tn_ addition,-: w~ .,J"'~.Vl~,W:~<t\~ flt· ~ep.o..tt. p:i::e_p_ared by· Bentori_ · · · ·. · .t ~ ~ ·: , ~:· .-,~ _--~ · ·= -. _ -. · -:, ~-·-, :: ·: ;;:-· .~:~ -~~-"~r=~1~r~~~.~~1-~?~:t} __ :}~\--= ·,:. ~: -~:-~: ~-= ·_ -. -: · E:.ngineerJng, and .provided:t.9:,:~Hu:::.·.qt;;_f;ig_e:J,y:Mr ... Ji:, _J?aul. Love Jr. t~.. -· · -.--.. -~ · ; -~ · .-. ----·"' :· ;: ~ ----~-~-,-~~ ~~\--v;:}~~i";.:·~~?~:~yl~f/_:,,.:·s~: . ··:r::-)------~ .:· t:,;'. fox:: the .lot : immediately· to_:0tb.~{.~e~t~)-of-_;_:tJ1e subject "-sl te. r~ .. ~ -.. · : :·,--. -_;·_. ·_ ~~ ·-~. :. . -: _; --.:··~:~~:r;~~Jf~flft:~r~·:~i:~:::~_-/::{:-~~~~ --~---·: __ .-_. -_ ~ _ ~:~ . ~~ _ .· !-:_·-: .:,: Althoug_h .not clear_ly:.d~s'.Q.t.ib_~d,-a.rf:.pr~vJo.us soil.~ repo.~ts, the. -,, ·.' _-, ---·-: .. :~-, . ---·: _ ',. • ;:.:· :-.:\i}?·r?\{~~~itJJJ.~}?~/\-:·:::~~.~:L.',.-_,.-. ·_ .·, ;, :., ?.. -_ . . · ... : , ,app~-~~-J'.lt_ natur~1-:topo,g.ra_phy .~fa.t-f~J:p_e,;-µ·:3.lte. ·" appears , to have -been a.·-. ~ . ' ,. :-·. ;·.;:·. ' ,.. . . ~.:.-. --' . ---~;· .-. :.--~----~-:--~~~~~li:~~~:/~¥--~~~;-_·:~f ?~i:{,:/~\<}-; --=:--~ ·i: : -:-:~ ··:: --~ .~. . ~ ~ . ·. . --- ' ·t -natural draw running -.·to .. the--i~·noi.t.h)" b.etween·_:-two,,· notth aligned f • __ :;;::::i:;:~t:.~d 19::i::~~iliiijj];if I::ti:::to::-.. -. ::::::: ._ -w:: :: - ' :. section· of Lia Costa Avenue;·: ,~~j:::Y~l~:L~~\ma~y -of· the othex: develop~d · 1'• ( -; ~ -~ • T • .,• ::,~• <' ;_ 0 -.. : --i:•,~{/i·j-t,:():~!~_.,,~~~-;~~-~_t•~:·:;-• • :.~. • '• sites ·to the: north of· La ·~ccu3t~'.-'.Avenq~:· .. ~.re c_on~tructed: on buildln_g : • .' <. '• • : :. -• : ' ; ' ;: .:~ ::. ~ .--~ • ~--~ •( ,: ·2· ';}.~_J,~~l:~ ~;{!$~{~,~i);y~:?:~-~i-'~-:~ •• • • • . I., ~· ! ;-:~ .· ..'":,. padf$_: s 1 tuated on ,£ 11,l·., ma~~,.r,la..l.~,'._it<p)j~ce<I : in the ·_ or lg inal draw. · t-, .Ac~0~(1~g-toiepo~ts ,;;1~:{t{¥Jtf~~;r,~~e-f1Us ~ie • previously . r-:: · cont_i::o,Il_~_d, --~d:e_quat~_ly_·_b~,l_l_9:Pe,~:::_0Aflt9)f~:~.e:, exi_sting :hlll~ 1.de, and .of· • • ,..j ... , .. •. ·:: ._.,:·. :,·: ••• _ ,,_ ::,-:: :. •• __ : -~-~_,: _ ']i:-t:·,:-1~~-~:,·;\:~~~=-?:~~E=i.~~~f~~/.-f-:-:·~., . · .... \: ,-. -· . {:·:: a~eg1Aat~r--~ni f,O_f:ml t~ .,a~~ ... -~~ f\~}~iiJ:~f~~,P~:~~ t : f ~-~ure_ 'bµ 1 ld 1 ng s 1 te s .. : {~---;;·. ·:··-_--,~-.-' ... ?'~-.· ·:·: . __ --_------.--~ t.-·-:~-.. ~~,:~--~~~c~;:1~:;~i~-:~·:7~-~~~~i~/~~t~-r:.:--_~:·~-_--· -~-,.~:1-· --,-. --· ·. ·T_he_se :.£111~_:wer,e<~·"'·4,_ocqmt!nt,~diT,'.J.n·:~-~-j::,9,1npacttcm: '.. tes,t.'ing and· field • ---~ __ ~ .. :~~ ~=--~~ ~: :· -:_ :_: -} ·: \. : ---~~ <-' ~-· ··_: ;~. =-:~;=:: ~---·-::--~-~~.~i:· -;~~:~-:~;~~·f?i~:~~~: --~f;~~:.::·-~:~ :r}~~x !· ~. --:· ~ -, --~ _ . ,9_b_se_rv~t 10-1: con<;Juc:t~d: .b.Y'.Jlfl!P.rt9.0/IJ\.9,lr\~.~-J;),Jl9 ii.-;~n<i _ dqcume.n.ted in the abov~ ref ~d~i'.~}i~0 f ~~:::t:if r~i:ti i~w~;,;f t}f 1i '.:--• ; -·· { -: -· - --,-, .. --'~~;":'f_ou_r;_~~-~-,t pJt~ :wer.e,,-,~.~P~Y~lt.Rii~l.t.~:::~,~b,aJ~khoe:;·J~ur_ing our .~lte ·;:.·-~(::::it::: 1:}?i!!·:·!~!i~i:;i~ti!i~t\r11:her3:t~'. :3 :en~::::;. · .. ·1 · . _1n41_ca_te_~.a~nat_ur,al-_ 'oot,tne,t.;1.Ytc!~~l,.QpXn~t":.;.ttiilside·;-'",~ overlain .. _ by !-~ ... ~ .-_~,-··: ,.::·~-·:. ,..· .. ,. -· .. ~::,·,-.:~--.-· .}·~=--.-~;:_::~:~~~~;·:~~-~~t"-~:;:~-~!!.::·;~if_.:~~;~.'..!;~:~:.~_~f:·--:::\/----·:_ .. ~!.-·;;_~--~ . . .-!, ; '. C~Jnpi1i:c:t:~.d · f llls.· varying· -1 .. i:i\deii.'t:6;~,r_i"~fln:~)fi;:om,)1 :to 16 feet. -_ :\ .'. . •-c+.-·. ''!':~ -.·_ .. ;. '; ( i'-Cff'.'f:~tJt1Tf t Ci;c ::'/ .. :;' _ .;,,:. :· ,;--_,_._ > _ •r ·: ._-"_ _ _ i-.;·'~f;~/. <:,·-,:,, . .. -Job .. t'JO. 2!!~~7~,, I ~ · ~r· ',': "--__ · --. ----: ,. '.;141(,iII~~>·; '. -· --· - -· ·. ··-., · v.~9~.t3~te4/ and has: · pr:ove~tt:i~jJ.,1:~:Jftir:Jf_p~r~qd of ·time unde.r the •• _,. -~. :~.1:~.·--· _. __ J -_.-~.----~·~ •• ·--=---~ · ··_:):~.~---··; ;-._;~--~:t)-~;?.:~r~1f:~;it!~;}~!ii1·~:~-.;-~ -~ ····· -;· · = ':·· _ · :··_ . _ . :·: ,. var 1ous. a~verse conditions ;_;~.tha.t::r::,~,1 t-':,J.. has ... : been subjected to. •• ~-. -• . '~J-. ·;. -••• .• :. , , ·_ ··: --·. :_:~. ·:~ : , ' -• ----~-: ._.· :-.;-:~ .. ~~~~:?;~;·r~~J-';~:,·;f~t.~:r>t1 • :·; . • -·: . -. ~ --. :_ ., I -..• · .-· . _ ~4eqQat~ vegeta~icm and ro9t}:~:Y~~~.~~~l;l_elp, t.o stabilize.· the slopes.- .. --· · __ .__ · · -~ -· --, _·. ·"'-·. :· .. -: ··. ---·--: · ·:.: .~j~~?"\"\f::(\,-~!~-t-Lf~~/.';.~ ._\· _ ~ ~ _ r _· _ -. _ ~e th~refore· believe :that the ~.;:t-1:t.~-~,J)Qqld -~e <I~velope_d in a manner -.·-· ·.-.-: :-·_·--=-.:-~-~ _: ·-:~ ~-:~.--__ ·_ ::----:~~--.-----~----!-:::t;~~~--~-~~;-~:~r~;};;~{~:~~~~--~::~~~;: -· · . · . · --_· ---. ,- · ..... · .. whlch mlnlmlzei:s .dl.stµ~ba_nce-.,_to~;~th~;},~~1'--~tlng site, .. other· than where r .-~nl}Pe~;~1~,;ti~~tu7f~'.+fJ)ic$~~f~;It. ' ; .. . __ · .... _ .. _ '::, _ _, :,;" ·.c·". ~~, 9ra.ding _is. ;r:~qij_l,~_e.4_i:._;\t~:0'.JS,bf~?q.l.9_;J?,e 0 p"e.JfQ.rmed,. ~n. acc;_orda_.nce ~, • • • ".~ .,..,_ --~:: •• • •-:-: • • •' • ~-'•,t :_--~~;· ~~.-:~~~~}\•~.'\,t¥r~~~~::•:•?~'~}~-:~-'";~-:':: :·3. :.:••~ • • ', .. • • I • · ·· .-wlth.~t:tie ~.ttacned. .. , Appe_nd.l~~:~\Jt.'.\,},',Qx:acll~9·.·.:sp~.ciflc~t10ns 11 ! -Wh'ere. _.: --·_ -·-::~·:J :--:·_.:_;: : .. ,--~-~~ · l--:.~: ;;.":~-=·}_--.~;>::,;:g;;~~i~-~~ii;!~~1~=:~~*;:~ .. _:1:~~:_~-.:-,:l,_,-'_ .7_;.-··-{: -'--·, ;: ,_" . <' ' . .-~··."' speciii_ic reconune·ndations.:.,1,ri':0th~rf::~_epo,rf·~:·-conflict · wi tn' _ those o.f . .: ~-~;_~ .. ';· ~-~ -:-~~-/;-~·>·::· -~~:1.~.:~:_-~·-=··---.:-~r~----~-~ ··:~ >-~:~:::-~-~~ir~f.:.f~:~~?~::·-;\t~~!~f;~:r/i~,~-:;~:~---: ~-}~~>: ~1-·~-_·,~_ ~~:!. · · · -- !t.pp~nd~J(,A, -the report;'sba11;"';·1:·qtc:e/4pre.c.~_d_eJ1ce.~ ~ The._· foilowing · are J\~:; r~~-J~:·~~-~{i~-~;-~~:Je¢(f{j\~;t~t{it(;!f;{i-l-~'./·th~;;~~> ;~~:~uld.· be closely ., , ad~bi\o/}i,(;··::'.j{[i;:!ff!f1itl!}li;( · ·_ , ; , · · ,,.· .: ·:-~-. :;t }~ ~, -· Fi .. 11 .shQUl<l J;)e~. p~a~.~d"··t~.i~JJ.ra_.. :to: 10: inch.:.J.~~ts, · ;:-.~_: __ :.-.. {-.and adequately-'ifJ:,: b~nc:h.e(l;F1·F1ntof-the ·. natural · 1 .. _ ·{f:\~--:hillsid~ a~d :·qo-~pa.c:.ttfa,;:;~.~J:~;q:,:·'}'1ocli;f iectP,roct.or · ,-" ·:_.,:'·(_ .??)<_ jd.~~,?,~-~--~~.--!:\~,0-~t~~<~{b~l}M;·fl~tt3f;l?.-~.'" -~:' ·_ ::;:.:~---.-.·.-\ : ._. · .... ;· · :_:? J .~t:_·. ·.-A-··s.i ope ,: .. :s b(b fl 1 ti{~l~n~',\yi{J~J{~:tl.l fz i ng --~veia9e · , ; .':· .. :· · _,, .. _.;;/ . ·-i ·· sh_eai ~tiengtt). p_a_r~-~~~,~J,.!'$.}t.oJ~r-:, experience with ... -:· .. ; '-:., ._similar _so!lityp~s·:·ol)';JtJ}e4,r.py)z-similar. __ f$_lopes, · -;" ,; .. << as ... we 11 ,i'. ·: .. as\ .:'.·'pr~vi.q.us Jy¾.t_,(con4l.\c;.ted ,~~\-· slope ... :~·. . . =,.,i-_:" :·:· :· st~b11 i ty: ijOalyis:~~ \-~~·~:r~cQnch,l.C:t.~d ::'.'.! C' by r<Be.nton ~:,. .-: )(. :· :. (. ~-, ~-._: ·Eng ~n~e.r tn9 ::~1._f/1~4.0lc-~J:iiJt~~aJ;_: ... f.1 l ~~ s lope,s. have· . ~:i: •.. __ ··; .. :~-~,~~ ~· -fa_ctoi-~ _q.f~~\ sJ=--t~e-:ty,:{/i1:l\-~~~~~X.c~]s.~·~:~-·-:c:>.~.--~ l.;5 :..~ unC,er. . ··~ r_· :.;~\:~~~·:_-_.,~-:-;~;~--~_:{\·I~:~(_ ._,f:.: .atatlc --.e.Qn,41~.lq_fl.f'~:~:~Y~(_o~~:it)>~;th~'L<Ie·ep:.t··s~a~ed--and -_. '"" . ·. k; :· ' .. ,·.~_-,:},,.·:_ ..... i.::. shallow -fa~l,_u~,e_::{~p·l.cine'f$::?.;::/i.f:tthe slc;,pes. in the . ·-:.:.:·•._'\.· ·,~·colluvial· and residua1;=t_·so1rs~· :-are·' limited' to · _ .... · --·.· :.i . ; ;· I · ; ~~~g 1 tr~~:0_~~:t:Jf tt~Z!t~~\\~;;~ t~; 1~i-.. 1 o:~r .,,. • • ··;--· · • :. _0 Jl.~~.114. t_he~e,. ·. V~_;(.AJ~~(:;?J-;'.,-·9.t~.~:r.:_.·-:;,.:;.tban • : _. i,n , .. the .. :·=·_:. _· · .. __ , '. >-c. .:·-:;, :. f9rmational :mater 1.~l:t~Wh{ch ·:;w:1,ll' remain· ,_stable ~ ... --~'-:· .. _-' _-::·:(·1~:;r~;;;g;!;~ff 2 i~;!~ti;~!~~~~:;~4a:~ns!:~~.~=eas _.,. . "···"' _,-., . :.:;.:,t-3 _ •. :;'=-:,\:;,J\11· $lopes ~;_t;Jl)o_ul.~:LJi)J:~-~-=-,·))_\:fJ~.qq~t:ely, .. tra.ck ,walked . ·l·, . .--. _:·;.:./_;.tr.:·T'1/·~:.'.and .:well. :ve9et.ated?1,1po:rN:c()JJipl,~t1on·f1n, order to ---· -~ ·. "·· -::·'·?··.--:<~\:~·.<avoid . eros ~on :,_and· 3l_Q.\t9.ha.gf/ft( w~.:-'P;~~ume that '. •• ,' I -• ·:_\'::'}\t'.~ -;~:;:/'ad,e9uate';, =s~~tpplng/~:~;:~l(~-y;j:ingt,~~r,~/t.'b_enching of / '\'. ,. _. , .~., ._. • ., ... ,, ........ ;;:, .. -'_:;'j,-:-=::t:.:·: ;·_ the" preyioUJS~Y. -;.,>. J?~.~~-t?,g,$_;;£JJI.s.2-:·~ ,,~.r.e . provided , . f',. · .... :, .. : . ·,:-_based on ·th~_·:r,.PJ>t:_t;_s-,IL:g~n~_rJte.d,.: by-_Benton ... 1 . . . .l .. : i r ~ : ' > ~ng tmr ing, as?;;:.r:}{½f ;,~f~ithf> _.· ;,deguate '· · . >' · .,, , Job No. 289-270 . -~ , . •' .. , r -~· ..... :.,_, '.·, P~qe 5 • i •, ..... I I,,_ ~, ... ~ ,,.:, ., .. . j,' j-"_. . l-. ··: . :1 .. ; __ _ -~ .,,. . ',' ,!·.··_, '.,•. ,... ""l".. ~ ~ --- :.: -·. ·--. ·-~ .. · ~ . · perf.ormance of/ th-hft.~n4_.t~~:~eight>or.ing ::_ sites. ~_: '.-.. ·-.'.-.. :. '_ '.:.~,-~:.~a.·, Should. a_ny ch~ng~::,J.9~~~:.t;J:H~~-tf;:g_r~_de_s .. 0be r-equ ired · L,·. · · ... ·;-.,, · at thiS :Site; str·lppJ)lCJ:jfJt?:~_flCh.il)g,:. keying ·a_nd i::. . . ·': · .. < ·.: .. tr_,u1sition· _flll ~\_g_~_taJ-1.;ifr,if\g~._'. giyen·· __ in . our L.-_ .-.-.:":. :.; .:, --~; ~tta.~tied .,Appen_d.~~::l\~'~J'(q.µ_~.q,:;~~: ... b~~-~cl_os.ely adhered 1 -~Ou~D~Ti;N~:~· · :: ..... -r ·:]I;[lf i~[tr· ··. ·~ C •• • _0 :_:_\ _ _.'_, In _de;r-iv1ng : found~tion:_;w;e.p.9rom~.n,datJo.~~<·:for .: this f'Jite, the .. .:-:· . ·_ ·-.· ~ ·. :<e' : ·.; . . .::.,.:-:-~ __ ; .. ' ;· . . ~-:,::. -:·::,·fj::::.tJ}i'\?;)~~ht~:'~-_,:J/j-, ',--: .. ' . . . :I;:; · sub.so_i:l :f?,ncU tions; ._ ~~ _: ~.we.l~ i:)f·~-~-;·t(,~-~~/i::Pf~.~-~~!d _co~f'Jtruction were ·,-•l·: · . ..:·--=: ,, .:· •' • • ·:.. .4 ·-~, ·--~-• -~,-1 ·. '·~ :~-: ... ~{/~:~~:-~~t,-~-:~::.:,~~J.;\:f .· ... • _ :> , -·evc(J,uated. Considerations .we~~-ti1g1 v~n.=··.;to~ ~-the_ .. -po~slblli ty .. for · .. ' -, -'. _·: _; · :.::~·: ·:.·:· .. -.<. :,: _;-. =~{_ -_: · i ;" -~ ~---.:\'..=FJs~iL;fJ._:~·rr't--~-.;> _: · . ,. . . -. , ---· :.-, . .,. fail,_ui~ · _of the ~ tq~nd~tlcm J, sQ1-l~;,t;,_p:r; :~~he,-1,b.ui ld-up · of· d~tr !mental .~-.~ ___ , _:_ :· ---~·:~\=;~_: -l: • ••• -_ _..--. ·_ ~7 _ _;: ·_ --__ --":~ ·:i(:>-f=/t~ii.!~:~~~ir-~:<i=~ .. 1t:==-~----t:·~·:.:.-, : .. _.1 -~ · · -- .I:·, --s_upplemental .st:w;esses<·fn\· 1;.b~·6'jJ:~~f$truct:qrc,l·;;::·: ele1nent~f due ·_to·_ !'-'·-; __ .. ' '·. -:··< j :" ;:---' . ,~ .. '. -.• ':-: .i.£ti:'iS#:~t:::~it:·i~i.f~;~//·'t1.:·_' -~ :.;,:-__ -::_I .. :·-·:-··· dlf.feren-tla.l' vertical. o~' iate~al:.Lmov~ment :.o.f.:the __ foun<l~.tion :soil.s. ·r-.:-_ -~ ·:--~-::·:-·\ -·-. ·-_:-. ---. ~-~ ·:. ~---_ .--~ ~/t ·-::~ .. ~.{t~~?t;\t~J;·~?-{·I~~~~~t;.~~--~:_ .. -_:···\ --· . : ·-·--· ·t-:·· ·_ The '~r_ese.nt· deyelopment~ ~as;_-de~.cr-{~e-~:\:~_)n_,:._·t-_he ·,.l~Slte, ::'and· Proj_ect .L-~.: -. . ._..---t~.:~-!·_· -. ----~~-~ ~_;_ · ·. ~:·:-::-~.-:--:~--•. :·~-:--~~.1:~r\:rt~?il~~:~~t~:;rr:f-:;_.~-~~~;·--f'-. ;:.· ---. :_--· .. ~--~. -· · :, 1 · Descr; 1pt1_ofl.''-portion· of ,·':tt_tis;.-f.t~~P,P~t):,'.)fi_ll"~.1.J'.l.C9~P.<?.rate .~;a .. stepped·_· • :, "'"~-____ .;!.•:· , .• ·,·-·.'::-.:;." .... ·:. --t.· ••. ,:.~~-:, •. .'!;~ ·'/.;.~•S-.•:.-::""~~-::!t•_1-_..:,_-·,j>l~!,,f:...,: .. -•. ,_ . ..,.,"' .. --.: -..... ,, . . ~-, :. 'foqn-d~:tiori t~ · proyl~e.~ .• 'a<ieg~ai:i~~~-~-~-~:~iihi~;-_ .a'i·:~e'l~i · a~ -a' 4.1s tance to .. . . l ; day Hg~~· .t~~ co,mbi na t 1 ~ryJJ,~~~~)!''.1~~ ' ~au;: f an~ . slop 1 ng ·,. craw;l_sp~ces _sl,ni_l~r. to.~the··adjg_c,e:n.t:J~l.lild_in<J .to th~ west • . , ~ · .. · · -~~ -_: · :·~ ~-->--. :. ,_ ·---~ -.y. --. ---~>:=: .• l~i.s:·_3~~J~~.~;;-:;~t:~. -~-~-_= -·. -• : -= ~--~ .. --. . ,.cc: . --;~! t_h' th~ _a.b~ve.~1~_· .mi,:i.4/:r:i~);,:il~ive,/. t_hat: · . .tne : ino~t . safe,, type -. -~ ·~:'~·.: •• ·:--,::,~-~·.;: -·~¾:~,·?~ ;, . -. ~---~-~:··\: :,-_ :·.:.~~\:~:~il;/~?-;f~f{t,~.:-5.17-~~-!~f~\.-~-----·:=--;·:1-~ ·~ .. ~ :: -· •. ~. . · __ - ----. :_: ·. f~.undation. would-be:_ 90ntin_u9,QsJ,f:J.t:tip:_:footi~gs or individual pads, · f-: -· -. · ~ -:'. ___ >::-.;. · .. :.· · · ·::.· ) .. :=, -<;-~·±.;~?!D~~f{?f~i//fi";;, 0'.· __ • '. • ·~' • , ·: • • -•• --·t _:· ·p_laced .: ln~t_o_;: th_e --~ f 1rm,-·/~ .. u.ntt,9l",IJ.l/;; ~.V.1,Ql:l~.ly,_: gQnt~oll_ed comp~cted ,,-•. :· .. ,. ~-~ :, :. .---:, ' --: -.. ~i :._!: -~ .. _:: '.:~~·:::,:·~-:--_-.:{,.:i· .~: < ;-):/i·~:·: :-:--~J~~~-?({f_::ff~ ::i;--~~~-~-~~·!' :_:, :-.:.,· --:~ . -~: --'_: ,= .. ; :_.. . ' . _. '! ·:-~ --,-./ ti_1~~~~;;/J1.~.irt.9 .. -~_.tht_a, -: ti~e;,.g.;£.<~I-~~,X3;~:~m,=:~~~;i9:_un~at.1on_~, · c2~s1gn_ .can b~ .:·~ .. .",_>,·-~-.. ·=·.·,_.: :~··,:-~._. ._, ___ :_· ~.:: -~-,-c·~---.;~-·.:,:~-~·~::·.:.~-7;~~~-:;t,~:.:~i~.,~<::·.,.·'.·~-_-_.:..:;_ .' ".-~~ · ~····-~ · · . . de v.e:~ o pe4 .t ~a.t-·: ~ 1.1 ~ -,_, .. ~ e_~ \.\ l, t;f ~:19,::~t:.9,t_~_.t\~.r:i~ . C, ffJe·r e_n_t ia 1:: sett 1 eme n ~s · ' ·. ·· · ·: ~-: · -: :·. :_. --· -~ ·; . · · ~ ~-: ~ .-~: -.~--~--: · ~c ,·:.; ; .. i:,:{J/ ~~,:=:~~-:~t?\ff{f:{~f· ~;~;f t~~{f ~.1~ :: ~~~ :~ :: '_'~. ·· . · , .. _.J_ ·_ <·~ -· -· · 1 · ·.-wi_th in ,:r_easoi:iable~--l_imJ t_ff ,:-;'.;.'.:\~/-4?,,:.:;i.i.ng_h~:::/1r~J'(@.Ximqm :· .. · cjnd '. ~-,1/2 . 1.nch • ::,,. • -~ ~~: • ~ '•-~,/ ,'• -·, • _'',':,:· ~-,-,;~·-~ r· <--·:~:~.·.)_:·;~' l;_ :;)~. ~~~-~;~~f;;1:;J)i,r:-~·s~f;:~tf·~ ·{~~t~~-\~} ~~'.} ~j:-: • • ; ;: • ~---~-~_.:_-.,: I • · :· d.lf f.erentt~!.,:;._ 1 £;, ~he--, foll.9Wlh.g: _gq.l.4.~,.l i>ne~ ,.'are·, observed.: .. · . -~-----. : . ·='} -,-:~-_;··-.:.i · :;<_ ::·~---: --. f:~:,I->?t:it?i~~l-t;;~~jL~/f: fi;,:. <~: ·:-·: ·,; .. -· .· , Footing Foundation:.:.-' i-~:-~·~t,7:,;:.;;,hJ·=·-~.<'':>-:l."f"--L;:~-';;":-,--· ,_. .. -· • ·-. · ,, .· .. . ·.:. ····>_ .. ---·=:.-:·~;'.~:'.,\(.-:·· :'· . -:~,:~: .. '' ' . ~ ' /}fJ)f(~t/jigt:,~~tfl{[ft(f~--\?~:~f :~;--,:--. :'; ,: . ••.... _-.-1\-:.f~_l_t::_;,Al __ l':;,~ foQtJ.ng i.-_;__9r,:-P.a(V f'J.i,:~"~'}:~.hg.u_ld_ 'i be, c.omp.uted . :, ... · C:-;-·"':";~ ;.,~:-·-__ ba.s.ed ... on. '.-the :,~:fo_llP-~-~_'19:~,f::f~~qJrunen_ded :--al.towable · ,' ;t. ····: .... ·~··.:.···:ra~:l'n!: v:lu~r!>~{l!ll*_:_:_,_;;_:_!_f_)_IIi_"f ~!f /~'t . : ~'. . > •' . :": ·," .... ·., ::- . Job No. 289-.270 ; . : ~:._, ,:. ',.,' •• • ~. ', • ~ :. l :._-,.: • ' • ' · \-·-·· ·· · Paae 6 · . ; ,, .; I ~ - ....... ·. ·······. . . · :.:>:1-(~ll~f lli,I:./ . . ' . i • .. : __ ~-F.ound.at·lomt\:',,; p.l~q~ctr;::: on. /;conttolled .... --··· ; ____ structliriiil .~:·_:~~~,1,~lil/}.~~~-11,//: -l;>e · de~ lgned ; , ; . ·. i·:. tor a, max1mum·!.~·o .. 1~p.Xp~:~·s,3ur~: of .. ·1; 500 · ~--·-. .-_ .. ~---~: :~·p-sf:_-.. :. : .. :.:':-f0:frf~!tJ?:~~}/J\:.<: ·,·_~,::::· · ·_,_ .: .. .. . _:_~:\.: ·. ~: b. __ D 0 ufettho ~hfe11--e1~-~'5'~~Yr .. !/·.n 0 .mm~turde_~;aof·1.-s1ome ·· · ·, · • .. . .,, · ·.. .. . 8 . _ S, :,,-. ~~fi!.: .. r .~.,,-<; .. , ,. ~n .. 11\ n IUU{n · · .. · ... ,_· ,,_ .. ·. : · d~a.dlo~d ,:.--~. Pt·,~JU~.!:l;r:~:,/fqj";, .. ·50.Q · 'psf bf.! · · .~?'. ·: · ·.: · ·'. :·,·ma-1nta1ned-.. tcf.min.lJJt1z.e;_·t;l)Ef .pQ_tential ·./. ·· ....••.•... ·?f ~_he£;:!1::::?I1f ii1)!f :1~1::::sb::~::~t. of ·-; · : , .... · :· · ... th~ .bµU.ding, theY-.,~_ll<;>_~l.<l?·b~·-:,~~.ed : .. f:c:>r ~09t_ingf:S · · · · .. · : :> .. :.-~·C'"under; all .. of. ,,. tne:f~~q_i)::~Jng ~L'f;_· A "combination ·. ~-:·.:. . . --:_foundation· partlally2}~'(.:o·~-::~t·,t.11s. :a~d. partially. on ·. } ·:_ .·., · .. · natural ··formatiQrial°:":i~:1\?:mc-.-ter 1"1~ · _ .. ··:·<-is • · not :;~:'·.:~. _,_ \. :':::\~/: 0~~e~i«?1~'\=:·/~::·'-1:~?ilI~~tf;~tll£SfJ/::~'.~;1-r:··. _-_: _ -1 ._· . _' · ·. 'l'he to\ln4ation-:~ ~~ sh_oJ,ilct);::;-b_~_ :'}-.e19-sely: :-: · ctie.c.ke~ to '{ •• , -_ 0 ;::. :':·. ~~-~-·:'--:. assux:e · 1 t;: do~~ ~-ct ~~-t-;.lt>~t~:'.}:~~-tif?::·Joadi:s :_per; ~~e -· . · .. ·· · · ·--·-=··---·--·allowable pressure:Vgivenr·c:,~;.;,;,-~.-:.~z., -~:·r-·--· ·.-,:·=" -· . . r: ·. ));:~jf ~~i !iii~~~. o~A~ii't~~f ?~(li7:i~N,go~i:':1thln · -~~ ,-::.:· ·._ .· ::':·:-:--the =:lQade<:1 _ _. ',~~pt)).;;::=:ot}.;;.~th~,:~:·,_f_~:9tin?~ ... when the. · ·. · ; ! .. • ! . ·:,,-: _excavat 1<?.n --i"s:~,:<>pened,t-:~.:\JtlQUl.d .. ;;,,.be :-;_,_1 _r.emoved .. and ~-.··. :· -~·xeplaced.·w1tn:~·'.~l:.w.e1·1.:j::ompactecl-·'·unlform .,fill or - ·: ,-.:._ .,·; :··~--. ·.' the_·"foot~~9::J -t';:-~~t_en.4.~JJ9:}l-,0\fe.r,;,~ ,m,ore, ,c.ompetent . ~-. -....... _ ·.·:.-:)=~: ~ .. =-~ :;:·>-8 ~~~:~~<-~~ ·-:-.: (~::f{~i~t~t~{{i:{i!fafliJL}l)}/~~:t\·~:-~;~-~;-::. ~-. ~: '· --~-: · · · . , 3 ;· ,-"1'.t : .. ·.·a :· minim~rn;·:;,:;ifo,Qt;tng·.·.:::·:~.el,n,fo.x-c.e.~ent .. ~hould -.. _ .·:.-.. ~: consist of fou.r.-'.co.l)_,::1;1'\U~.u~ -,,.~. tJtee1,·.:a::,elnforcing .,, _ ,, ,·, _ ·.· .. :::.'< , ·'; --~ ~: bar_J:S :~pla,c~d·,,'.. J:ior·1:~Q-~,~-~:l)y/ i_rf\t;Qe_'},o?t-_i_ngEJ_, .·-~ two ·.'..·· .. · ·-:+,.)._near. th_e_· ·--tc;,p ... 1.:..~a-~q:l1·,t,)f~3i.O_EH~f-.t_h~ bottQm.·-This ;--;;-..· , ·-.,.·.::. -:·:-.. -~\,;;::_. reinf.o.rc.eme.n:t .. i,:::,~_a.i(~'.ff/;I;~orif/th:~C'-.(qp~~ry:e_d . _soil · · .. r: . ) .:: ::: . • ,; , _character.1s.t1.c.s .. ··.jJ14:!-\1)~j~~Q-t.;J,imea,_r1t···t:·t.Q b~, ln lieu ~ · '· :,. ·,::-:;---·_<: ·_, .. ,~:-;_of·--.reinf<:>rcem~nt.;~o:i}ff::.1;;(ff/W~t~0~atlsfy··;!_. _·f:ltriictural .c/ .. ·,: ... · .. s.,. · ~_:: ·,. :con·s iderat.1ons·.-= :s:';All~ff9P,tlrigs:,'or· pads.· should be :.::·· · :.; ·: ... 1.: ; .: plac~d-.a_ m1n1m~~.J>{~f2,4}l~c:hefj_ ·-belQ.w--the lowest :·'· · .; • , , ::· :-== adj~cent ·.solr"g_;r:ad.e -. d-~~-~r::ml.nlnu,1m i.: .of 5 _··fee.t· to :.~ · · -~r,·. ·~·:-:·::~\<>} ~:>'·:~:a:~:-1~~-~~,(~_r:::·/··:::~:-t;::~_. ~i:0·~:;;}r1ii .. f.':Yl(·:· .: z~.:::_:·-··::::,- ... _ . .,._ · ·'\~·:~·-:·, 4 •. : ~1.1· bear-tr:ig:·,-v~:lqe~·:)n~yJ)l~:hll'.lgx-eased by:33\ wtien · . .· ·. :. ; ... ,-.: · cons.i.dei:·tn9 ·winc,;'-,_~(:\::.~:~Jsmfc;--,:~ ,'.·or··: 'other·.: sttort ·- .· .··,· _:':~-' .. ::;," :,:.~L~~~~\a_;zt~-:i-~~fd 1,?~t~li~J(:_:,;J(Q.it~i-}~~-:~;-r -s~~::.,_'._; .. ~·:··_- 1 .,,_.'.: "., _·:.::<·5_;:: SollS··UO~er :t})Ef.,:f.Qµ~'q~_tt~tl}~\f_~houl,q-··,-ma.lnt"ln a. · ....... ,,-· ·· · : ... Qnifoi:m· motst_uJ;e,..co,n_1;~·n~,Il.,_·;to · 3\ ;,greater than ·I :··· : !. : ·: ·.. . · ·· .. optimum, 'thrpughou.t,f{f.:th~ft, .. top--.;;: two·.-f.eet . .-below I. ··: ~ ... ~-. ·l ,·, . -~"'·. . I, :·. . l :.i ,:' 1": '.·.·:'· , • -·, ', :. .·· . : . ~;;~;?_~:.:t~t;"/~:.:~ . __ .·:~::.:~~,:. !: -_ .r .. Job N·o ~ 289-270 . Page· 7 I) ' : ' . . ,'. ; . . . _:_;i;~li}iii[J]]:i; < . . . . ·.· _-___ -~--~ we _recQrnJn~nd -_that·:".~::_ b~}~~~tre4 -.~Q_.'· lnspect the excavation for I ' - ,._ -, •f ·:-!" ·_,_ ·,-. >.: ::' -'·· ..... -.:~ . .-:..·-~ .. 2:..., '--' ·-/.:i:i'(";.,;;,:;;.::1~:;;.:.:It-~·_,;'f,:>!=, ' .... : . <: ~: .. fo<>tings _ a_nd_ -sl~bs -~r i<>_r~~~-7,o_t:~J.!,f~~l!,?.}\ ~~~~~-r-~t~ ,_ ·_ ~If poss ib_le, in .,'-_. .. _· Q~-d~~ to avoid.: del~ys --~~·(;'~i~-f~¾~~:~;:~\~lacement p_f' reinforcement .-' • • ·---·~~·.:._,R:~--~-:--···-~-:'".•,• .. • • _--.. _ :~--~~-.-·;::~~t/::i;J~~~-~~~/ii~f,~c.~/}_;.~\-._-,._-,,;~.~---• J :-• ·-~ - .· -or. forms should. no.t.: ___ o_ccur:\:::.un.ti1~.::,_ after _-the soils have been -.· .· · .. ·.i :.~:::;;::~LU~ ON .·QR~E: •. :il1iJl!iiiI : ._ ...• ,.· . . . . . ,,: .. :::.-._ . {·.'1t; .. '.;1s._)>11£ ·unders~~nd)n_{ff;~J\~.tt~;,a,wl. ~~a<:e_ C()n~truction ~-1_11 be ', .. ;' '' . ___ ;:~·-' '!:· :_ ...... =-: ;_ -•. : .. :.., . .-. ._.: ... ~ _:_ ~:,· --~---::· ::-:'.)~~,---·-~t~~~\--~·!:~-<~~]"~~ ,i:: ~. :-. -~. ' : --. - --· -utl_l.lzed at·-thls s.ite_. :; _Ho_wov_~r;:~\fff:,:;'_s_labs · on_ grade are r;equired ·. · .. '_: :f~\,.9~tt9~i~'ft~t'~;i)~~~~~fi}tiit~:iir~~\ft11.\ff the i following. . . . .guide.l ines::are ,closel_y~·adhered -=:c t·o ·•· :'r~:·:,::,r::<:~:c: >"::':"_-.,,. ·: ··:· '----: ,·,:, ----· · . . . ! ;'; n'":it: :;_ ,'t"'i~;~~:~i:},/{itii {'~*J~f tli!l1! ttt :::~ ·~··. i~m~~a 1 .. -l: : . :~.;.._ .-·:::·.-:.~.:,. y-. thickn.e_SJL_Q_f, J_.-:in.cb,.~J,--·:a.nC,~:Js.hoijl_d-_,be --r.e lnf orced : . , . -, :~· . ,·.;,. ··,~-" with :6-.-.x-' 6.:::.;;:_:+0/lQ'./wel.~~-Q{~ .. wir.e: ,:fabr.ic -placed · · =,=at ·the--m.ldpc:Hnt.-·o-fi--"'thefala.b··fJ,;;· ·:;,·i __ ~ --:. · ,: · --·--·-·;~. " ~·~~:_;/·_,'._..: :::. ·-_·:-;{;_~-:~_,:.s:·?tft;:1tlltttJ\}"/::;.)~~-I-.:_-:"~_/·_ ---·-· : '._._ -· :c-;:--,-2 .--.: .. All require_d. :~·-flllst;t~})o_q1d-t be ·:.:·-·place(! . in _ · :-· ·\;·.:--~:-'-;···:':'. ~ecQ.r~ance-. :_wtth.<t_.tl,ie}f:-~tt.~ch·ed ' Append ix. A and -:, \ :--\ ·----·: :~ -~-~o-mp~cte(l_. t9~>~~o}r:nP:4-1J¾-:~:ct .. J~:r:o,cto~. ·;dens lty _ AS,TM · · :: --:::'._.::-~ .,<"~-~-;·,::''.,;p~:1sfs7._.: ~: ,,_:+1:,~~;~:'~i1~~¥~?~h&~¥;:j:}jif~f:~;:· \:,_;::~-:_ -:~:. ·· -: ' • _. -' : 0:-·.·r.:. ~J-~ '. ';~-_Uni f Orm· laye·r;: \r2·rt9-tl J:':ip_cn~s r::of_. Cl~an· S'!lnd _ . ·:_ ::· f /; -~;/= :·-should ·be·· p_~ac~_~,t}li,lcl,_,,f:,:~_tt(tf:~1ab_ .'.~ 1n·· orde.r to ·· · ·· ·.:-· ··-,:-;_~-: ·;more. uniformly rJ·-Vt;1_µp.pQJ:t:::~:~: _1;he>;,_ slab,-:·· help .--~---; .. ; ;_ • ,,-~ ·,: _· _:'._ dJ,str 1bute-c,1o·a_4_~..;~r~:o_:~Jt'he·y:~.011s '-"°:b~.n~ath the -·.·,.:· ·:·,: ? ,;,,.,,:-_:_slqb,0 and act~:,a.~~~~:~¢.~p_tl_l1:ry :t>~eatt .-_; · · .. :·· :· ~ - ~··> '-T·O :-/:~·. ~-'~-~~ ~~:~· ;~:~.~i-~+·:·< ::_·!-~ "~---~--->1:/;,J;t~t~tt':~[J:Jt~/:,;1,;it~{~::1~~--~.::t ~-·--~~-j : .. _, ,.·. , >--·:·· ~-.-'."!-·_-.--4_.::,-.··: Mdltionar.~~l,rff_9_1;'pemeri:t;:?.lQ,f_:;--:.t.4.': q_ars ·: a-t 12 ''. __ -,_-·\(/_,: :/ ,,:·::-,.1_Qch,~8-_··on \-·centei:?;~~~Ji~tl·';::: .. :~Xcte_nd·:-~-across -all ... ·.: · ··: ,-.• :·_ · ._·transitional-. fl.l.l~:::::r.a"~:,:tminlmum.~:(Ustance · of-4 -· ... ·. --: _:_ :':-:·:;· .' .--, .. ···:·~·; .. '.·;,/:~~~-·;~?t~:-~-~~;,}~.1f.:~~ft~~1tiit~&t/~~i~{:i/:;~4/1 . :;.~ {· ':·,~:.: !: _ . . ., s.: ::,·sl~J:>s· _shoulq.-; -b,e_\tJ,~p,:ttl1.~J-J;,rqJ~'.-~h,e 1 • perJ(llettfr · -~-: _-, .. -. __ ._:. ;·: ~ <>f:.~fo,<>tJ_ng*5 > '_-by-,\,~;.:·,l/i.d~i;;tJnc_ll-::,·,_;:. thl .. c.kn_es-s ·,-of_. :...... _ .. ,_ .:·.::~,r:_:·:·:._/-.:: :con~;tr_u_~t:10~' · ,fel t?-;:Y,{~f~Ji¾,f'.1:e:q:u.i.va,1e·n.t"1 t.o .~--allow ·~ .·: ·. .••.. \.Jf i; .. C ;__~:f ;w:eJ~:i;t:ltf i'.ii\~i;i;~;i:rgi: > S la; . .. -. >--: .. _,\-j',~·;f~---TPt~_abo_y~:':Pr~c~.ut_i,o~,f{ffWU,J:~~--~o~t~:::_p~~V~:Jlt ·(~,9m~ floor . slab 7 ... L, ~;;~{~if !E!J;~?O:~igi ~.%~~ !i;~1i~f ~tf f 7J {f i~~sY ~~come • ~tteq; : _ .:-;~ .... -h·ow~ve_r; i.t~eY:--wl"ll mln..1mtz~::~t.b.e.;.:~~-ma,,g~.tJ.J::i.~Y:<:h m_ovement oc~urs. ·11; ;. · ·[ . ·, . ,'·>A·::_ ::/.:r:b ~ , · > :::r:/!~;.~ );I'.::tf f i';· · · ·... < J ~b Nq •. , 2:!;! 1 i -1 •• ...... -,,, ,',"'r- ., ' -- ., ' I --- ' • j' '--. '"'· --- . .. ' . ~-. -··. ., ·: '~' , .... ... -.. _. :--·:::---~ ·_ . .:-. { ·. . ' . '.;.;_ ,:- Any ---···· ,-. . ' -··- '· ' ... ,• -~ --:::---~-: ... : >· .. · :-: .. ·:~: F_oot 1-ngs_-Jor -: retatn(ij_,{j!')t~l\:~.f'f ~,Q~-uld _( _be -··ex_t_~nde_(l _in d~p_th. <... -· ·:::_··~----~nt;;i-.\.~~-: o-~t;i.:e·d~,e-o~~\J~Tt~~ffjJ!:tf~: "· i~catecl, _· at O le.ast 5 fee1: -,. : ; · i:. ;·; ~-::/.: ~-~-~-. ;_;::-~-,~·-~_·:·: _:: ·:-~::: -~,-· -;._ ~·~ .'.~:·r:.:~-4·J:,)}~-;i~~,1:~\{~::f1;;·:~t;,{.~ 1t;-~ .'>~:-.... ~-~: _ ··-· · · ·~- ho_r iz~>nta,lly-from dayligh~:::·:.!.~ct!:t-l'\~--1:i.'lgf fr_Qm'.:"the: '.to_e -of the existing __ .~, -I~.--.-,-----~--::.··-· . ----.---:·:---.. ~:~~1:.~~~:~i~!rtr~}~~~~f:1~r::_:s-.~·,/~·-.·:----:~~--·· · -. _ . slope:r1~1ng ·at_·the rate~_o_t·-_:_l;;'"tO:f .tJ.~-~-1 .. to ·-r~·s hortzon.tal, or t})e .. . .. -. -~ <~ .. <'-· . · _· .:_ ~-". _· -~ --_::; ~ :_~··>f~~-~jr~i?:1~~1 -ii~ir/~;~ ~i; · .... ·. -:-·· · _· J _. a<;ti.1c~1: ~.slo.PO.(-: wh_lph_~y~t.:.:_'.;~,,,J.~li~Jt~~~~eJi~~If.:i:Be_ar in9 ~: _values· for· the ,.-, . . ~-~: ·~~~:::·' ~::~ .:·.~;:.-.:~~~;-!~ ..:~.~--~--,::-; -~-~ :-:~~;;:f:-,:~--:?./.::J:f~f~iifi~~{;J~-~~--; 7::~--::f~-~.~ :·~ , ~: -· ----~~~ -· · _· -,-·,1;oot-l11gs :-sJi·ould. not .e·xcee~_:::l/SQ0.:i4_;p_sf.~.: :;w.-i~n < .subjected to· ver.tical . : -:~' _;· .. '-~-·: ~: :.~--~!~--=-=-=-~-----~-~-~·:~-~.,: .. ~_-.·_==:-:.?~;;i~ii~:;t:~:!~1;{:;_{:~'!~~!: ~-~· -,~--~·!_~ ': . · _ .. ~a11~ -9V~tturrifng .. lo~ds •. ' }';rh"la: ::~v.~Jqe-'-,'./n@.li:':J>~:f/.in_crea~_ed.' by ·_ 33\ when • : 'C ) : 'ttt:;:JjJ:t:~t\ Ii\liiilll!,;!m~:10 ~1:oadlngs ..• · .. -· , ;· : · · ., ·,i" .· ., _D!}e,_:_to .. \:.th~tY.: __ Jub:: -·~tf~~iffrJ:.t!.it;s1~;~{c1e~_t_ed by .an, excavation in .. ~ ~--~~·: __ ·-_ ::~:~. -~~·:·_ ;~:. -~ ~ ---~ i-: ~ ,.:-'·. __ : _:r_:~ ~ ·~ ~i~~_;= ~-~:,~·-:, v.' ,. ~t\\?J:~t~\=:r£t1~~-1:~;~>~4.'-\/~---t ·~:. -~-; -~-' : · s.tiff so.ils·,.· l_Qcalized.-·perched:\\'liAt_ei_,_i'ca·rf·-inflltr1;1te· t.he foundation , --_· __ :=1·~. ~:i~.:;:;r.·/:-.~:_::--.~,: -~-j ~!~~_:_~: _---~_::·::~.,~.~~~i)~~~tt~::-~1~~:i~)i~:ii?/};:. ,--~·-.:t:ri:~ · T--~~ .. -~~~,-~--.-· -.·· ·at: the_-footing ,;1.evel,';_q~µ,; iP.CJltµhciv.:~n1t<?-P.m1at,lgn anf;-sl_ab mo_vement. · -: . -,~---~~-' ... ·:··~, ·· __ ~·~:_·_ -~'-· ;::.~~~~;:·~:·;-~~~~~:~:t~~i?l}f~~~:!J}/t-~~'.;~.::~;f :-_.-::~:(_-::(_----: =-·· . ""7 -· · . To. r{?move _this· ·water_~;.-_, __ wEF,.'.::i;~cQ_ __nd_eq_:f-;that,.'"·._ the ,. foqndatlon-be -,;.· . ~· . ·;; ·:·):;}·f ~'."·,=r: ~:: :----f < ;~ ' \~/~,:(:'}'}J:t-}~~r .. /i{f(~'/i(::.-:'":=--:;-, -:·:.·· ' . -~·:<' .. ,'. ' .. . ' ,c' >-. qpmpJ~\~~lY,._.-8:q-~,r_o_~.nded;·.~y.~,tJ __ Qc_n;_q:~-~i,ri ·.:,~--~~e,~ ·_w~lch :,. ls _,e_ncased in a .. -· , ; ': ~;~~t£'.i;f e~::;~?~\}1~i~!~{\ll~if if:~fiiU~ iea+0as low as the .· : . • '. · ... bc:>tt.on( o~ .th:e. ;ext~i-i,of.-i;,:,~_o:qn~4~J.orf~fw~ll~_:.;'',_ ;·; The.· 9rave1· · should be -- ~ ... ; ~ ·. : · :: J -.. ~-~:. \· :::._,,'/:_ -~ ~-~:~ : :, ---::-·.:.. ;.:~·\·::~:-:~ ,. )~t/ ··t~J~;~5:;~;-~)~ ~~i?;~~:~~\~-:t-: :~~ .:-,• /~ :~:: / ·!: .-_ .: ' .. · --. ---· ~--· : , -: ·-cover~4-.with··.Ni.r'.'lfl :,: ,abric.f}ot;/~l_ml,l:a.;t'j. fllt~r. mater,iill:,: to avoid :--~ · :---~:_. .-=. :_ ~-:",,~ ~-: ~~-:-tr, -; __ :; :/: :·_-~ -_._. ~:-],: :~~f~.-~t.'~i f~;li~j~i~}~i~~i~~~i~}-~~~~~1-~· -·:~~/.-_~ :-· -~ -/.'. _ , .. :· :·. ::· -~ -_-· -:':-· contaminati.on. l-'" 'f.h~ .. d.i~i..n ~-~.;•hctµl~'..$~;-~lQP.~. 1/8_ i. lnch. · p~r. foot and ~ -· -·-. -: -: , · --~.! ~~ .. --~-~ .. ~=r-~-1:. ~~f~;:··:·_~ l-~~\--t _---~· --.. ~-"$ .--~ • .. :·1:~:-·:·1:/~:;;~~:1-~1.=::~;~~~~i1sft: ::;:?:-~:-.:~-~~ ~-?;·~~<·::·~~-.} ,_,-.~. i :_-= :~· ----:· -· _ -· ,:_ : ish9ul_d:_:be_;,dayliJght~ta. a.t~-a:·-po_:t4'.t}J..x~;.:f,ou_ttall ,~,;·-: ;'· caut_ion:"-r should be ,' F ,,,_ ... :;, ~, ,S '•_,•• ~_,,_;.._·:. \c_ _:• .·.::.:: ~--~;2.~~::•;-,~~~-:t;~4'4-t~:~?-_tr:=~~i~--i~-~~:;1~7-~·~~--·/":---:y[~f;t:. •_.·,:,So,",• •• f -·:-:taken~ ,wh~ir bacit'f11i1ng ·ar-ciq~arth~?:£:Jo~In-gs·::,~o{as. · m,t ·tp aamag~ or • . -~ · : --. . · --=: --.: ·:-: -=-· :· --: '-.-: ~· ~ ~-> ·--::=, /~~1-~~\~:~:~~tf/~~~fttf,\~f.~/~i\~: ~~7:-~~~ ~-~ : ~~-:; ~: · --~\-:.: r-_ ·_ ·-· , -- ; --d~st,u_r~---~he. dtainage. : P1P~-~-,f-~li'J;'h_if1f.gf_~·xel·: ;,:.around.-·. the: pipe should-· . C: ·:•. u':: ·.:-~. ~ ~;:: ::J~:/ -, :~-~-/:.·' ~: » ~ • -_: ·_:-~~ ._/ ,-~ ~; ~-;~:~·J~~~~ :.1\~•(J~;:·?~--:\·-~~:--·,/ :-! ': • . -~·.:~· :; --~ •' j~ \, • extenct-QP to · whefe · moistqt~};';{i~:r:1~:v,i~.lbl~ ·. in. the_.· cuts in. the·· ·_ · . -.· -~':~-·:~ · -.:._. ~· :. \=-·· :· -: ~ -· >·~, :~~~r~:-_;._;-~~\:.~~I~~t~~J~;t,~~E~~)i~~;~;(~:·<~:-·.;: -~--~--. :· '·:· : · -. , ... ___ · ·· ex_cava_tlorlr o~: 18, ·i_nc~,=s,~_JftlJg~~,Y: <~lf?CJr~at.~i'~-· :. _ :: _ -· -._,: -L --1·..:-::.~_ I_ ;~~-~·r:: :. -. -~~-_ · _----:.· ~--1 -. :~~ --:~.!~~~t~~b1"~::·£t??5 JfftfH;~t:1~;~ ~-<\_; ~-?.~1• ••• _ ~·... -, • • , . .:, __ .. -·.:--.,·_orai11s,; ~hq~ld '_b_~ :··~n1.t~i-teg5£J,,.,;~:~~q~\~::t_ep~ --ir:i .th.e.i;--:£Qundat1on .ln ·:·· • -: ; _· _, __ -:~; ••• : -__ .... ,_ -0 -··:_,_. _ -~---_-i"_.,_""7_,.--:---i.I7--~~---z1i:~~:~-,,fr~t:~t-;::.~~~,-··~::---1 --.·-~.: -·~ • -: • ·.-• ;· ---- :' -:._ ,! orde~:-·:ct<i-Jh~_e:r_c~pt -. -~io.un.a-::;{WJ:!M~;~~;'!Jllgt)h'J1\JC.,ti.t .otne_rwl.~e.: _f(lo_\'( be.low ,:-, :•; .•; ~-· :~_.;:,:.,:~~ .. ,, -: .-.: .. :~!~•~t'•< •,' -.---~~••;·k-e_K':..~/-~:,?.:1t.l~~¥~~~~~ftt~t~~t•"il13..J~)•~-~-:~•.\:--;-"•I_•~·-• • • -~:• ~ ' :','-• 0 ·-' an· Upper foundation wa11--:.a11~[--'.d.ri ·,··0~t{:~t;iAltllough ·_ unl ike.ly/ l_t may be '' ~-~ ::~ '.,' : .·'.'~ ~ ;, ·.·.···· . ' : ' ;:~.~1¥~~~~r1:.r:j·rr,· .· . . : •. ;ob :0 • ~::; 2i~ ·. -. ,-, ,. . ~ .. () I •• I . ... ~ ' .. ,, . ' '-- •,1- --- I · I I. . " .,.--: II .. ~-: '' 1-: . r I ... . . "*r';'', 1.· .... i'' Job No. 289,..270 Page ·11 () . ' -.~· I ··--- {' .. -:~ : .. -·- ,a . :_.-----· ----·· ··-' .. : .. .-~-~ • • --' • ·i.. -~ • -' . . --:-"""-. :·. , r --• - -~-. ~ '. '.· ~. ·, c- <~\' .. . .-· -· ': _pata _f?r. this ---~ep9~~-~wa,j,.J}eJJye,_d~:-J:r;_ont;,s:u~face· observations. at --~=-·-= -,~ .---: ~ <·_ ~:--. -; :>-~-~-~ :~·:1:. ·.-· ~ _::-~~~t~:~.(ii~~:1~·~.:-=~t~t-;;-~-:~r-:·-\\;.i.:{\:[; __ ·::~:·:~:~~:-~ .. ~ _ ,_ --· -;· _ _ _ . ·.:th" s.1,te,i')t..-,i_Qwleqge ::~Jff ·/ll,Q~ · · ~-:·, J~,~~JJJ~o_n~_,?:a, v_y;1u_~-~ }:nspection of /~;~· :-; ~ ; ··:_.c~·. :·;·~-:~·~·---·=>~·~·-._··: =-~~--:~~~)rf~!·3~~~~:;;:· ~--~r~~fr~})J~_::;1:-~:~::J;.\~~1(~~:,~:-,_-\/~.:~· -·~ _· ,: · -'',~ 1-:_,._:_the .:solls.,:e~posed::· .. :c':_1.n:{:;;J~th,.=;, .·, ... pt.o~~tpry.:--/'l:T test · .... : pits. The ·?;p~.:·· --· '. .: ~:;t\ 1 -:::-~:_:.~.?·t--_~~--~-~<:· .. ~-~:~· :· -~-tl·}·.~}~-~};}f],?1~;-~~i?:~.~~~f~~Iii~~~1~tr\j{:.:/:\· . .-;;.:t~r.:/~-i·j /_·: .. ··:·:--· ··--.-· ·-· · ,-::··,recommendations·-ln this?;J'repi)rtrtt:are:t;:·base.d·-on:·the. ·limited -soils . ',.·;:-' ", · ·.: L_"\ :.> .. _: ... _~ ·--<,., .,, :-~: _;_: ·,_;_:;\P~Ct1f~JI:~~1~~::gt:1fti:·-:-~ -~>UJ ·" ·-,-: : .:, · -· · · .. .. . e_xpo~~d~_at .. -thhs : ·_ '5 l t~~,~.}.=_:~~fD•!l~vl. ·'-; J);,:~-;:· a.tr,t;~_cJur~~--:. _at_ _n_e ighbor lng . .• .-· • -·. ;-·1 ~i'-·:··::>:: ::~-=-r .:_·:: ... _ · -;-~;_:;~~::r;:it;f:t~)f~tt _ _;f;:.:,(r;.:~,::~-,-'.tt·)·-r.: -_ · _;; -· --· · . -- _. · .-: simi_la~r~~~e~,-and!. ~he_.:p,;fii~Wtlf/k,d_op~m!3ni;~d-· -.~eports · refere_nced · . · -:. ~ · "? :=-·:~:;::'" ·1t)' :. ·~~:':}~:-~~: -. · ·· ~. ·· :: .>;: ··~}.~·:·-·;/~:.·~::'11;~~ff, ·:J~,~t?~:~:~.i-].t}·;··.·:-·_-_ ~ · r . .,-:--· :_ "", · · · .. here.~.n;: by··.Q~_nto1\· ·_ Eog 1.l'l~~~Jtjg};,,,~,;,;,J~fJ>~-l_ieve · that. th 1~. information j I',-., ' -~--.~ ·· ···:-~.:~. -::_-;:~:~:~·;:··:~~-~~·7.J·~,:~t; :-·_·_: _s:~f~j;!~~-~~L¼~:~t~~~~t~~f;:)~~t4.~_/'.:_.\;:--~~~->:<··:~{:~-:~ .1 .-: _ _. .-:· ··-.. · .• . _ ,, .---·:·,··_ ·g1y~~f .o.:, high:~-.--d~gr~t);-_:of ~t:~:l_.J~9J,..JtJ:y;Jq~~-a_9ticipa:ting ~he behavior ~~_ ..... · .... ···. ?:~l::jttf !i~I!ii~n:!i~if ~f f Jf illti~f f }~ti:;~r:::.at;::s· t::: •· · : ·.: .... ·:_;· clSS,Ure·:~· t._he_JsoiJS.:~·:::p~QJ iie~;;t{be.ijtit_~·J.~_~Of:Je/\or .···_adjacent ·_t.o those ·-· ~~---~ ---~t >-··. ·::\;\t· -~-(\·:=~~-. -~-. '! ~-~;.:::.~::~;· ,.~·i;;:\f~~~:.t~:~f~t}~f-~~\~:_\~:~~~:~2ft-~~-~i-· ·~/ ~.~ , .. , ' ! . :_ o_bs_er_v~~; .. _ ~her~tore,···no:·:)!~;tJ~O~J~1ft:E.9.t::-·-; __ th(?-_· · accuracy of · these ~ ~-~ ·:·!. ~ -">~·t ·~:(:··;::.(:"-~~ \:i._.--.-::-·· ·-:i-:e:~-~::./~_::~1t\~i-·-t:·(~·~!t~_~t~f4:~r.~~::·-~::~t,·;;:?--t?t"/'·{~-~:·--.. ---~--·: · · _ , __ · ___ r@,RP.1_1\1_1\,.-:i.4.ca~lQ_na: ·t?ey9nd ':.tt:u~ __ jJlmJJt:f\i0cJ:ft.t1-~.-Qbt_a_in.ed :: da_ta . is_· here in' •. _ f %e;s;~:d ;f ~'Jmpf 1ef:~J-~~]:}ttii~{jfrJltf Cj . . . . .• . . . : •• _ . . ->·,.:i.~~.::\\:_=Thi~ ·report_. i~. _· b~s~4./·.'rqp:J:;,!1,@?J~v_e~_t!gation _at the _described -·- ~tat_e(;l . . : .,.,·.: ~ . ·· results -{·: " ·.: -, . ·---, . . ' .. ccm.d.i t'iop_s.~·:,o-fH~ pr:ope~tt:·:.c~n~~a:1~_ct201:;:cy_~= ;ewer_:·_a :pe.ilod of. t.ime. in· • •, <~ ~ ' •. • ~ -~; :: --~f~f( .. _ ~.-~:~',:i•-T-~ ·:l:j(~!-~~~ ~~~ ·=2~--• ~~:~ ~-~·,-:-~j~~?1:i-~lft~¥-i:;~:~tfitt~F..~i?4i~;~t;~;i~'.("i}:~f~ _:~, .. : ~: -~ < :~ -< T~ :. ---'• < -. , ' -... · ·: ·/_:·~~_4_1 ~Aon/~-~-h~nges :.1~iif.H(@9L.t'Jt,,~_m_e9;~:s?frlc:J01.ie:~~,~--t~ _state ~£ :the art . · ·:_.;..:·:,:-.' •·:,t--r.::>f.:_·.,:·--:;_·::::· · ·-.:~~-f-,'\)"~:.J,,:r:c.:):·~~WfiJ~j~~t•:-}:ft7~~i--i·;?,:;,~_.~-; '.'_ ~ ,. '-, ... : .. _· . ·--:-:!' _ .~n_9,r~e,C:}_g_~fJ~-~4/ ~,r ::'1ec_J ~,8:,i,~-l9.'-1.ff~_-9ff;.~:~.9Jn ,~ __ 1;,i_me ::_· t:e> ___ time: occ_u_r • · As a ~: ~-'. :.~··.-:: :;.:;._:_~~., : .. ·f -: .-·-7·J~f1-~~--~~~n,·~r-:·: .. ~~:~-~I:~t·:·p1~~~~:)I:;~:~~~(~~;;,~~:~;~~~?·~~:~{~~~t~~·~-~ ._ :-... ~::_-~-:~~ .. --~--t , . · ·:, /-_~esQ_ltj. th~ :.f:lndlf:'_9~.;LqJJlt!iJ~Jh~ip~r,t::·maf,; b:ecome "·1nv~1~4 -.due. to ... -=.;:.-:r.-J>~-·tf ~.:-: ~:=--<.-:_:::·::~-~--~~-.;~--~. t-:. {\-:.;~~f-::i-~~~1;~i?~i!~11r~~~:.-;f·(~:~~f-~~r-~-~::-::.· ~:.:~·::.-:· . ,. ... · .. !· -• ": -· -; , ••• -.--· '.· ·.,. ::-'1:~ese_·~~chal)ge~;<::;Th_e~o~o~~/2tl.!((.tt;~~:p_or~-_.=.-_:f:or ~he-specific site is • '.,: : • -• -;~ ~~~~~~j:.~--~1 .•--~~ :_.:-._~_.:::::· • ,:, ::-~,-= .:::~ _-..: • ?/~; ,:_ ~~~t~tf~~i~~ T~~:,-f ~ii~~',~~ ? ,~:~ :· : : • •! ~ • -· _. O • -: ' ~ • • -' • .. 1 "' · •. ::,-, subj~c_t;:-.to,::_r.~vl.ew ::anc,.:.not~~on~l. · · . · a:::fy·,vill 14 · :, .ai.t.~i a per 1.od of two· ····--~. )-·t;,~J\fi:tlt(;r~:J.:Y\:!:.' \·\ t~;?t:~:Iq(~-1~~1)~Jlt~.--:e.,,:c :;~JtF?:t-Jt;)t,:,.: .,:,;::·:~ ;. : ---:. · -· _:·.ye,a.rif .<>r:-lf ;:cQn.dl tiQl'H!::'..~,~f-s.:t· 1'f!}_pye.":-~~e~)l~ tered .... · , i-: .}i-:;s:m:i:,,J, ::1,]i:iffef i~:~~1tl:::·:~·; .. -·-- Job tfo. 289-270 Page 12 ',-'', "· . :·~/!. .< ·. •• ~-:,-' ;~ ~ ~ t -- -L ., .. ·. '.:" Job No. ·.:: .-I . ,;. - ·: ', ... ;-,. - 289-270 Page ·-13 ~ .. ~ --, . -· -. .. ,, .. '1 ... ;,, P' <'· I!: !'· l, ! 1,. ,;, ,, l I I ,n . • I i ' i ·I I 'I: ,! :r I, 11· i: ·'1 i ! l ·\I I, 'I: .•t. ;j' ,j· .. ,, i: ·t i '! • l ! l I i I: ! 1 I: I , ' li: i I 11 'I 'I i I , I I I ; '. :I I !, l 1 · ; i ~ : ., Ii' I, ;j I' 403 s ·10 I I MILES SAN DIEGO COUNTY • -~ CAI.JfOIINfA __ -------___...--• .,.,,., -,l8'1•----ltl~ ' --'i '-" ;-,. .. ·~·· •. ' - ·~ ,,I i· ;!1 dj ::' l ,, ·, 1i !: ,, 'I :IJ. ;11 -ii l! :j i .! .1 i) 'I .i ::1 I'• , H ,1 ·1 i! I, ,/ Ji 1! ;; l:i I •I !!I 11i :l: 1l• i:I! , . i' • I ':1 : ii 'I 'I : j H I J I i '. ! • I I. ! ' ; 'i I I ~Af' ~· I N EB .-., :J,, -... -~ ·-, - .. /• I I ii :1 • ,j ' /•, ,I ~ "1. :I i'I ;: !, h, 1:- ;;1 Ii ' ., ,. I !• . , ,. l: ! I. ,., -. I: •• • 1 -u :i J ;·i· . i11 ·•' iii i .. l,, I: . ~ i 1'.: "... . ' i: i . ,. ! · 1·., . . ' --' I • I' I ~ .-.~~ .... l f . ~4 i lf~t l J-1 1 1 4 . I ::f •' l~ (;,,I-<(_: . I . g_, -la::' .. TEST PIT NO. 1 .~q,ui pment: '11 John Deere 310 C Dimension: 2.5' x 121 x 20' deep Date logged: 5/17/89 .Surface elevation & datum: 96 Groundwater depth: -: f'ield des·cription & classification: +> If- Field 0 +> CC>, -I .c: +> a. QJ Cl .-.... .,..~-~~-----------~r-r:1 f ~ ij:' ~ ~ Description: s .E. portion of lg g_ ~ g_ J, ::i proposed residence ~ ~~- ,, : l -!, ;I •! -,, ,; ~ . .. I, SAND, clayey to clay sandy, loose, dark brown TOPSOIL CLAY, sandy, medium stiff, reddish brown, slightly moist FILL ~ 110 3 ~---,f--1------------------.J-j. ' - 4'• :• SAND, clayey, interbedded witr. clay sandy, 12" lenses, tan and reddish ·brown, overall ~ 115 I '' . I ·f 5 • :j ii -j! , ! 6 - ii -Ii 7· - j i - I' ,I n· • 0: -~ mix red brown color l!';...--::::.1 ~:,, vf\,,,,o" more moisture above Ii formational zone . I•• FILL t4,-i--1---1---------------1-1 CLAY,.very san~y, medium firm, moist, green to blue green, ! I · If -I; 11 • \-I · i I -Ii -l !. fa~ . , Iv ,115 very unifor~, homogeneous ~ FORMATION Logged.by: RJR Laboratorv ,_ +> QJ QJ 0 C: s.. >, ,..... s.. •r-f .f] ~~ f_f] ~ X Id v,..-. V) (. :::, V) Id QJ 0. •r-~ >, C C: +' ,,-0. "O 0..0._ s..a,-lllO-XC: C:C:E: 00 Z::E: Lu>-< 12 1109.313.7 9 1113.511.2 10 Job Name: Ghadishah Residence Site locat i.on: MISC. UC= 1.5 EI =19.5 UC= 3.5 UC= 3.5 EI= 9.4 UC= 3.5 UC= 2.5 UC= 3.5 OC Hand penetration test (unconfined strenght psi) Water table i' 181 Lot 25, La Costa Ave., Carlsbad, CA I, ; i i; .• 'I Disturbed sample Undisturbed sample David Ghadishah 1011 Camino Del Mar Suite 106 Del Mar, CA 92014 Job Number: 289-270 Fig. Number: 4 --,•':' --:; ,! - ! ; -.. -~ ~ ~ "" ... ....., '. /l TEST PIT NO • , 1EqlJi pment: Dimension: ·J . John Deere 2.5' x· 12' X 16' 310 C ,turface elevation & datum: . 93 Groundwater depth: S.E.Corner = 10-0 N.A. j' Field description & classification: Field g~ >, !!t. 'I .c: K <LI Cl . ,J. - , .. ,1 .. I, II -112 ' d -11: • r. IB ji!' . I .. Ii . ,: -~~~-~~~----------~~<Ll~-0 v, Description: 'o ~·~t j u N. E. Corner of E a. c: a. Vl ~ orooosed residence ~ ~~- SAND, clayey to clay sandy, loose, dark brown, some roots TOPSOIL CLAY, sandy, red brown, stiff, slightly moist · FILL SAND; ·clayey, tan, moist, medium dense FILL CLAY, sandy, red brown, medium stiff to stiff, moist 2 i deep Date logged: 5/17/89 Logged.by: RJR Laborator1t MISC. UC= 1.5 j 4 .. I., :ii .. ~ 110 14, 111.5IL2.8 UC= 3.0 SI= 15.8 I ji · ·!' -!5 I,, ,,1--I·, .. 16 I:· .~ f-~?-I : .. !, - . J 1 ;j :1-- 'i ]2-,1 .. !\-!1 -3- 11 1,, .. I, li:~ 16 ·1 !, i'· I I r ! l . I ! ! ' /2 / • UC V f8I •• ' Horizont~l key apparent at bottom of fill .. FILL. SAND, silty, slightly clayey, green to olive, medium dense to dense, sligh.ii.ly cemented FORMATION UC= 3.5 ~ · 120 a: UC= 3.0 Hand penetration test (unconfined strenght psi) Water table Job N~me: Ghadishah Residence Disturbed_ sample Undis.turbect·sample Site location: Lot 25! La Costa Ave., Carlsbad, CA David Ghadishah 1011 Camino Del Mar Suite 106 Del Mar, CA 92014 Job Number: 289-270 Fig. Number: 5 ··- . ~-, ... i· ii! •i Equipment: <1:1 ·~ John Deere 310 C ,Surface elevation & datum: 91 -i I TEST PIT N0 .... 3 Dimension: 2.5' ~ 12' x 16' deep Groundwater depth: 1 ·;I S.E.Corner = 100 .N.A. Date logged: ' 5/17/89 Logge9.by: RJR .i-;. t F'1eld description & classification: Field Laboratorv MISC. .µ 1H -';J .c: ~ QJ c;, :I · , I ] 4t' I l 1,., i\ ])o, ! I I, .. . ! ,1- 1 I ·-I• . Ji i . i: I! j ! I ! 'J 0 .µ C: C >, 0 1-v,-.-~D~e_s_c-ri':""p""'!t~i~o-n ... :-----------1::,-gi t ~ t j ~ N. W. Corner of ~ §: ~ 2; v, ::) Proposed Residence t/) cc 0 SAND, clayey, dark brown with root~ from ice plant TOPSOIL +JQJ QJ 0 C: s.. >, ,.... s.. .,.. a, ::, ..., ,..... ro ::, V'I S--f-J ,,-~ S--f-J C: X It;! V'I --V'I ::, V'I It;! QJ 0. .,.. ~ >, C: .µ •r-0. "O a.o-S-a, .... ro o. x c: cc :E: c::, C) :z: :E: w ..... UC = 1.0 CLAY, sandy to sand clayey, ·V multilayered, tan to red brown-~ medium stiff to stiff, slightl~ moist 110 15 oc = 3.5 more moisture above f orma tional zone · · FILL CLAY, very sandy, medium firm, moist;· green to,blue green, very uniform, homogeneous ·· F'OHM1.'T'TON . ' ! UC .. UC ' ' UC Hand penetration test (unconfined .. strenght ps 1) Water tab 1 e. Job Name: Ghadishah Residence Disturbed ~ample Undisturbed· sample Site location: · Lot 25~ La Costa Ave., Carlsbad, CA David Ghadishah 1011 Camino Del Mar Suite 106 - Del Mar, CA 92014 Job Number: 289-270 Fig. Number:· = 2.0 = 3.5 6 :> if ,_ ... .. - _,,,"f ' ., . .. TEST PIT NO ..... 4 . ' Dimension: l~quipment: ._ I ._.. John Deere -310 C 2. 5' x 12 ' x · 15 ' deep Date logged: 5/1°7/89 1 turface elevation.& datum: 98 Groundwater depth: . S.E.Corner = 100 N.A. ] Field description &'class1f1cation: Field 0..., !!r. '· .:s:: ..., a. QJ Q C: C: >, -~~~-~~~----------~~,..a,.µ-i ~. Descri.ption: s. W. Corner of ~ ~-~ g_. V> ~ Proposed Residence ~ ..@-g- Logged.by: RJR Laboratorv .... .µa, QJ 0 .c: S->, ,-S-.,.. ClJr::S +.1-ro:::, VI S-.µ .,.. ~ S-+.> C: >< ltl 11'1 -VI ::, VI ltl l1J 0. .,.. it!? >, C: .µ .,.. a. "'O O.O-S-a,-. ltl 0-X C c:( :E Cl O Z :£ l.LJ t-t MISC. SAND, clayey to clay sandy, firm, moist, green to olive green (top 1 ft. loose) UC= 1.0 -- I • i I p .• FILL I • I ·,,:~t--1--t--'11----------------------1-+. 1 .ll. CLAY, s_andy, red brown, mediun A· • stiff, moist,· interlayered I II '! --~ - ~~, i 11 • a· - 1 1, Horizontal bench and tie-in ~pparent FILL I, -l~tt-:-t-•--tr-+S-AN_D_~---c....:1-.a-y_e_y_,_g_r_e_e_n_t_o __ t_a_n __ , _ _j.-l I ii. medium firm, mois.t !1 . 1 ~i. -1~'-. I' .. '!-1:\ !1 11-! • 1, .. !-.. FORMATION I I \ ,, i I I Job Name: Ghadishah Residence I Site location: UC = 2.5 - UC = 3.5 .. UC= 3.5 ! I uc Hand penetration test {unconfined strenght psi) V Water t~~_l_e Lot 25f La Costa Ave·., Carlsbad, CA I . ,181 I II~-- I • • i '! ! ,, I·, I,, ·01sturbed sample Undisturbed samp 1 e ... David;. Ghadishah 1011 Camino Del Mar Suite· 106 Del Mar,· CA 92014 Job Number: 289-270 Fig. Number: 7 .. ,.._. -· . --,- i I i ,., ~ ~ I .. I ! l i I ' . f ! . I·· I i APPENDIX(!, GRADING SPECIFICATIONS Suggested Specifications for Placement of Compacted Earth· Fill and/or Backfill I I I I I I I i ! .I ·I· _, I i l I I I l I i I j I I • I APPENDIX A GRADING SPECIFICATIONS __ .Suggested Specifications for Place~ent of Compacted Earth Fill and/or Backfilis GENERAL It is advisable that a soils engineer be on site to provide observation during filling and grading operations and shall be the owner's representative to inspect placement of all compacted fill and/or backfill on the project. The soils engineer shall inspect all earth materials prior to their use, plus the methods of ~lacing, and the degree.of compaction obtained. MATERIALS Soils used for all compacted fill and backfill shall be approved by the soils engineer prior ·to their use. No material, including rock, having a maximu~ dimension greater than 6 inches shall be placed in any structural fill. Any fill containing rock should be carefully mixed to avoid nesting and creation of voids. In no case shal 1 organic -material be used as a fi 11 and/or backfill material. · PREPARATION QE SUBGRAPE- All topsoil, Vegetation (including trees and brush), timber, debris; rubbish, and other unsuitable material shall be removed to a depth satisfactory to the soils engineer and disposed of by suitable means before beginning preparation of the subgrade. The subgrade surface of the aret tq be filled shall be scarified to a minimum depth of 6 inches, moistened or dried as necessary, and compacted in a manner specified below for the subsequent layers of fill. Fill shall not be placed on muddy ground. ·' PLACING .ElJJ. No_ organic . or other unsuitable material shall be placed in the fill, and no fill shall be placed during unfavorable weather conditions, which will be adverse to the fill placement. All clods shall be broken into small pieces, and distribution of material in the fill shall be such as to preclude the formation of lenses of material ·differing from the surrounding material. The materia-~s shall be delivered.to and spread on the fill surface in a manner which will result in a uniformly compacted fill. Each layer shall be thoroughly mixed during spreading to insure -1- :., I . ' ' .. l uniformity of material and moisture in each layer. Prior to compacting, each layer shall have a maximum thickness of 6 to 10 inches, and its upper surface shall be approximately horizontal. Each succes~ive 6 to 10 inch lift of fill being placed on slopes or hillsides should be benched into the existing slopes, providing good bond between the fill and existing ground. MOISTURE CONTROL While being compact·ed, the fi 11 materi a 1 in each layer sha 11, as nearly as practical, contain the amount of moisture required for optimum compaction, and the ~oisture shall be uniform throughout the fill. If, in· ·the opinion of the soils engineer, the material proposed for use in the compacted fill is too wet to permit adequate compaction, it shall be dried in an acceptable manner prior to placement and compaction. COfiPACTION When an acceptable, uniform moisture cpntent is obtained, each layer shall be compacted by a method acceptable to the soils engineer and as specified in the foregoing report as determined by applicable standards. Compaction shall be:performed' by rolling with approved equipment, well suited to the·soils being compacted. :'If a she.epfoot roller is used, it shall be provided with cleaner bars attached in a manner which will prevent the accumulation of material between the tamper feet. The roll~rs should be designed , so that effective weight can be increased. I : MOISTURE-DENSITY DETERMINATION Sampl~s of representative fill materials to be placed shall ; be furnished by the contractor to the soils engineer for deter- : mination of maximum. density and optimum !moisture or Relative · Den$ity for these materials. Tests for this determination will be · made using methods conforming to requirements of ASTM D-698, ASTM . D-1557 or ASTM b-2049. The results of these tests shall be the basis ·of control for al 1 compaction ~.ffort. i DENSITY TESTS The density and moisture content of each layer of compacted fill will be determined by the soils ensineer in accordance with ASTM 0-1556, ASTM 0-2167 or ASTM D-2922. Any material found not to comply with the minimum specified density shall be recompacted ·until the required density is obtained. Sufficient density tests · shall be made and submitted ·to support the soils engineer's recommendations. The results of dens·ity tests wi 11 also be furni$hed to the owner, the project engineer, and the contractor by the soils engineer. -2- I I a,. . , r .. i I I ' TRANSITION LOT DETAILS CUT -FILL LOT EXISTING · GROUND SURFACE ...,__ ____ LIMITS OF BUILDING---- _ . .,.-·· ... J_ .. -····· .... -#>··' -······· .5. POSSIBLE FINISH GRADE .. -------· .. - .. OVEREXCAVATE AND RECOMPACT REMOVE UNSUITABLE"--suITABLE MATERIAL-......... MA TERIAL AS DETERMINED BY ""- THE GEOTECHNICAL CONSULTANT. EXISTING CUT LOT GROUND SURFACE .,._ ____ LIMITS OF BUILDING ___ __..,.. •• J .... .. --_______ ,. ... . __ ,,,.,.---···· ______ ,,., . ........... ....... _____ .. .,. .. _____ ,, .... ., . ., .. ' . POSSIBLE FINISH GRADE OVEREXCAVATE AND RE.COMPACT ~ S~ITABLE M~TERIAL ~, AS DETERMINED BY NOTE: MORE EXTENSIVE OVEREXCA VA tION AND RECOMPACTION MAY BE RECOMEN.i>ED BY THE GEOT.ECHNJCAL CONSULTANT BASED ON ACTUAL FJELD CONDITIONS ENCOUNTERED. THE GEOTECHN ICAL CONSULTANT. : i .. ·,, Fig. No. A-I ... · .. -~ ---.. ' ' I . I STABILITY FILL / BUTTRESS DETAIL OUTLET PIPES . 4" 0 NONPERFORATED PIPE, J 00' MAX. O.C. HORIZQNTALLY, 30' MA:X. O.C. YERTICALLY KEY WIDTH AS NOTED ON GRADING PLANS 1,· MIN. FILTER FABRIC ENVELOPE (MIRAFI 1 "i0N OR APPROVED EQUIVALENT) OR BENCH SEESUBDRAIN TRENCH DETAIL LOWEST SUBDRAIN SHOULD BE SITUATED AS LOW AS POSSIBLE TO ALLOW SUITABLE OUTLET CALTRANS CLASS 2 PERMEABLE MATERIAL SUBDRAIN TRENCH DETAIL / lfOTES: SUBDIAII IISTALLA:TIOI SUBDRAIN PIPE SHOULD BE · INSTALLED WITH PERFORATIONS DOWN. SUBDIAII TYPE-SUBDRAIN TYPE SHOULD BE (PVC) OR APPROVED EQUIV ALF.NT. . ~; . SUBDRAIN SHOULD BE CONSTRUCTED ONLY ON COMPETENT :_-_ · ·. -_. ·;,., MATERIAL AS EVALUTED BY THE GEOTECHINICAL CONSULTANT, FJg.No. A-2 ~- ' .. - SIDE HILL ST ABILITY FILL DETAIL FINISHED SLOPE FACE-- PROJECT I TO I LINE FJlOM TOP OF SLOPE TO OUTSIDE EDGE OF KEY OVERBURDEN OR UNSUJTABLE MATERIAL --- ~ 2· r u· MIN. LOWEST KEY BENCH DEPTH (KEY) EXISTING GROUND \ , SURFACE ,, ....... .. -' .. .. .. . -----.-,, --.. --__ .. --------.. ------.. --,,. -----· .---.,,-... •••• •••••••• /-: FINISHED CUT PAD \_ SEE DANSITION LOT DETAIL 'IF APPLICABLE COMPETENT MATERIAL AS EVALUATED BY THE GEOTECHNJCAL CONSULTANT XOTB: SUBDRAJN· DETAILS AND KEY WIDTH RECOMMENDATIONS TO BE PROVIDED BASED ON EXPOSED SUBSURFACES CONDITIONS ., Fig.No. A-3 C. ' .. .. KEY AND·BENCHINO DETAILS FILL SLOPE PROJECT 1 TO J LINE FROM TOE OF SLOPE MAXIMUM RECOMaNDED SLOPE ,TO COMPETENT MATERIAL EXISTING GROUND SURFACE 2' MIN~ J.5' MIN. -I • LOWEST KEY BENCH DEPTH (KEY) FILL -OVER -CUT SLOPE EXISTING G~.OU,:JD SURFACE~ ••••••••• ~····· . --~···· -····· ... ~ .... ·-····· _.__ .. --..... CUT SLOPE •OTB: ---·· .. ••• .. }-15' MIN.--1 LOWEST BENCH (KEY) 2· MIN. KEY DEPTH REMOVE UNSUITABI.£ MATERIAL . . BACK DRAIN MAY BE RECOMMENMDED AND/OR BENCH · DIMENSION RECOMMEN,DATJONS MAY BE ALTERED BY · GEOTECHNICAL CONSULTANT BASED ON FIELD CONDITIONS ENCOUNTERED • I REMOVE UNSUITABLE MATERIAL fig.No. A-"f :> . . r I I RETAINING WALL DRAINAGE DETAIL RETAININGWALL--- WALL WATERPROOFING,-~ PER ARCHiTECT'S SPECIFJ CATIONS WEEP HOLES -t·-o· o.c;. __ ,,,,,. · HORIZ. AND VERTICAL I FOR EXTERIQ.B WAU.S • TYP. SPECIFICATIONS FOR. CALTRANS CLASS 2 PERMEABLE MATERIAL U.S STANDARD SJEVESJZE t· 3;4· 313· No. -t No. 8 No. 30 No. 50 No." 200 PASSING 100 90-JOO -10-1 oo 25-40 18-33 5-15 0-7 0-3 SAND EQUIVALENT> 7.5 SOIL BACKFILL, COMPACTED TQ ---80 PERCENT PROCTOR DENSITY (ASTM D1557) ; FILTER FABRIC ENVELOPE (MIRAFI l -f ON OR APPROVED EQUIVALENT)• 3/•r J -112· CLEAN GRAVEL" 4• (MIN.) DIAMETER PERFORATED PVC PIPE (SCHEDULE 40 OR ; .EQUIVALENT) WITH PERFORATIONS ORIENTED DOWN AS DEPJCTBD MINIMUM l PERCENT GRADIENT . TO SUITABLE OUTLET , I 3• MIN. . COMPETENT BEDROCK OR SUITAB~ MATERIAL AS EVALUATED BY THE GEOTECHNICAL CONSULTANT '* IF CALTRANS CLASS 2 PERMEABLE MATERIAL (SEE GRADATION TO LEFT) JS USED IN PLACE OF 3/-t• -1-112• GRAVEL.FILTER FABRIC MAY BE DELETED. CALTRANS CLASS 2 PERMEABLE MATERIAL SHOULD BE COMPACTED TO 90 PERCENT PROCTOR COMPACTION NOT TO SCALE Fis. No.-A-S" • • • • • • GHADISHAH RESIDENCE ------------- LA CHSTA, CA • II II II II II II II II II II CITY ENGINEERS MECHANICAL ELECTRICAL PLUMBING TITLE-24 619-461-462~ ff--J(~. • • • ) • • • * • 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 Compliance. When this checklist is incorporated into the ~it documents, the features noted shall be cpnsidered by all parties as binding minimum component performance spec1ficationsfor the mandatory measures whether they arc shown ~lsewherc in the documents or on this checklist only. DESCRIPI'ION PESIGNER ENFORCEMENT B·ailding Envelope Measures ~ §2-S3S2(a): Minimum ceiling insulation R-19 weighted average. §2-5352(b): Loose fill insulation manuf~turer's labeled R-Value. §2-S352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). §2-S352(k): Slab edge insulation • water absorption ~te no gieater than 0.3%, water vapor transmission rate no greater than 2.0 permfmch. · §2-S311: Insulatio~ specified or installed meets California Energy Commission (CBC) quality ' standards. Indicate type and form. §2-5352(t): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltration/Exfiltration Controls \ a. Doors and windows between conditioned and unconditioned spaces designed to limit air lwcage. :b. Doors and windows certified • c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. §2'!5352(e): S~ial infiltration barrier installed to comply with §2-5351 meets CEC quality · standards. §2-5352(d): InstaUation of Fireplaces 1. Masonry and factory-built fireplaces have: a. Tight fitting, 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. HVAC and Plumbing System Measures §2-5352(g) and 2-5303: Space conditioning equipment sizing: attach calculations • §2-5352(h) anctl-5315: Setback thermostat on all applicable heating systems. * §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. · §2-5314(c): Gas-fired space heating equipment has intennittent ignition·devices. ~2-5314: HV AC equipment. water heaters, showerhea$ and faucets certified by the CBC~ §2-5352(i): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater); first S feet of pipes closest to tank insulated (R-3 or greater). °'§2-~~12(Exception l): Pipe insulation on steam and steam condensate return & recirculating p1pmg. §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 thennalefficiency. 3. Pool cover. 4. Timeclock. 5. Directional water inlet. Lighting and 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 intennittent ignition devices. \ _§2-5314(a): Refrigerators, refrigerator-freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. V' Form Revised December-1987 • • • • • • BUILDING MANDATORY FEATURES l. ALL HVAC EQUIPMENTS AND WATER HEATING SYSTEMS TO MEET ALL STANDARDS AND MINIMUM REQUIREMENTS OF CALIFORNIA ENERGY COMMISSION. 2. ALL THERMOSTATS {NOT APPLICABLE TO HEAT-PUMPS) SHALL BE EQUIPPED WITH AN AUTOMATIC SETBACK FOR TWO PERIODS IN EVERY 24· HOURS DURATION. 3. PROVIDE BACK DRAFT DAMPERS TO ALL FANS AND DUCT SYSTEMS EXHAUSTING AIR TO THE OUTSIDE .. 4. ALL "DOORS AND WINDOWS TO BE FULLY WEATHERSTRIPPED AND SHALL MEET THE ANSI INFILTRATION STANDARDS. 5. ALL DOCTINGS AND JOISTS SH"AL~ BE SEALED WITH PRESSURE SENSITIVE TAPE AND SHALL BE INSULATED TO CONFORM TO THE PROVISIONS OF U.M.C. 6.PROVIDE VAPOR BARRIERS FOR CLIMATE ZONES 1,14 AND 16. 7.HEATLOSS ON RECIRCULATING AND STEAM PIPES NOT TO EXCEED SOBTUH PER• FOOT FOR 2" OR SMALLER PIPE; ANO lOOBTUH PER FOOT FOR LARGER THAN 2" PIPE. 8. ALL INSULATIONS SHALL COMPLY WITH CALIFORNIA QUALITY STANDARDS ANO TO BE MINIMUM R-ll FOR WALLS AND R-19 FOR ROOFS. 9. PROVIDE MINIMUM R-12 INSULATION ON STORAGE TYPE WATER HEATERS AND BlCK-UP STORAGE TANKS. PROVIDE MINIMUM R-3 INSULATION ON THE FIRST 5 FEET OF WATER HEATER PIPE OUTLET. 10. ALL GAS FIRED FURNACES AND COOKING APPLIANCES SHALL BE EQUIPPED WITH AN APPROVED INTERMITTENT IGNITION DEVICE. 11. SHOWERHEAOS AND FAUCETS SHALL BE-EQUIPPED WITH FLOW RESTRICTORS AS OUTLINED IN THE APPLIANCE EFFICIENCY STANDARDS AND SHALL BE CERTIFIED TO THE ENERGY COMMISSION STANDARDS. 12. THE INSULATION INSTALLER SHALL POST A SIGNED CERTIFICATE ACCORDING TO SECTION 276. 13. GENERAL LIGHTINGS IN KITCHENS AND BATHROOMS MUST PROVIDE 25 LUMENS PER WATTS OR LESS (e.g. FLOURECENT LIGHTS) . • CERTIFICATE OF COMPLIANCE: RESIDENTIAL CF-1P • • • • • ======-~=============================== ==================================----- Project Title •••••••••• GHADISHAH ~ESIDENCE Datea" •• = •• 11 :tC>/25/8'3 1 Documentation Author ••• RON WILLIAMS Building Permit# C:,::rn..o ar1~l .... J!,. • • • • • • • • • • C: IT'( E~~13 I t,JEEf"ti:S Telephone ••••••.•••.••• (619)461-4620 Plan Check/ Date Cc,r~pliance Method .••••• MICF.:OPAS3 by Enei-·c,::,mp, Inc. Cl i rnate Zone. • • . • • . • • • • 7 Field Check/ Date -----J=========== =~======-=~==== ====·======~=======~====-J--==~-------------- MICF.:OPA!:33 v3. Ol. Us1:?r #-MP0622 File-GHAD Weather-CTZ07 Program-FORM CF-1R UseY-CITY ENGINEERS Run-PROPOSED RESIDENCE ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area ••••• Building Type •••••••••••••• Building Front Orientation. Number of Dwelling Units ••• Numbe.,.-,::, f St,::,.,.-i es .••••••••• Floor Const~uction Type •••• Infiltration Control •••. ~ •• 3355 sf Single Family Detached Fr,::,nt Fae i.n,;t 215 deg (SW) 1 .-. .1::. F.'.a i sed Fl ,:,or StandaYd BUILDING SHELL INSULATION Cc,mpc,nent Type Wi.~l l F.:oc, f .FJ. ,:11:,r Inst.il F.:-vaJ, Lte F.:-11 F.:-30 F.:-1 '3 Location/Comm~nt• NO~TH, NO EXPOSURE, EAST, SOUTH, WEST ATTIC CRAWL SPACE GLAZING -------- Glazing Orientation Area (sf) # ,:,f Panes Inter i,:::,r E:,;t er i c,r Shading Shading Overhang Wind,:,w !,,J i'.ndow Wind,:,w L·J i ndc,w Windi:iw l..J ind,:,w ------------------------------------------- Fr,:ir-1t (SW) 84 1 BLINDS N,:ir-1e Neine Front (SW) 2•4 1 BLINDS Ncine Yes Left (NW) '37 1 BLINDS N,:,ne l'-k,ne Left (NW) 6 1 BLINDS Nc,ne Yes Back (NE) 366 1 BLINDS Nc,ne None FUght (SE) 156 1 BLINDS Ncine Ni::,ne ASSUMED HVAC SYSTEMS --·---------------.- AssLtmed Assumed System Efficiency Location R-value 13as Air C,:,nd it i,:,ner 0.750 SE Attic 8.90 SEER Attic F.:-4. 0 F.:-~4. (l Framing Type -------- W,:,od Wcu::,d W,::11::,d W,::11::,d W,:,,:,d !,,k11:1d • • • • • • CERTIFICATE OF COMPLIANCE: RESIDENTIAL CF-1F.: ==-=======·===============================-===================================== Pr ,:,.j ei: i; Ti i; le. • • . • . • . . • l?:iHP1D I SHAH F.:ES I DENCE Date ........ 10/25/89 =================================== ==========================================-· MI cr.::OPAS3 v3. 01 User#-MP0622 File-GHAD Weather-CTZ07 Program-FORM CF-1R User-CITY ENGINEERS Run-PROPOSED RESIDENCE ------------------. ------------·---------------------------------------------·-- ACTUAL HVAC SYSTEMS ------·------------ Actual Output Manufacturer and Model # Ef fi,: ien,:y CBtuh) (,:,r appr,:,ved equal) Heating Cooling Cooling c,:ii 1 CEC Maximum Output for Gas Central Furnaces: 116111 Btuh WATER HEATING SYSTEMS Tank Cap~city Manufacturer and Model # System Type (gal) Cor approved equal) ·-------------------------------------------------- 7.-, ..::. SPEC I AL FEATUF.:ES/F.:EMAF.:KS ------------------------. . r Energy Credi ts Nr::,ne • • • • • • CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R ===================================== ================== ====================== Project Title ••••.•••.• GHADISHAH RESIDENCE D,ate ••••.•.• 10/25/8'3 1 ---=----=---== ------------------------===---~==-----=--------~===========----- MI CF.:OPAS3 v3. 01 Us.er #-MP0622 File-GHAD Weather-CTZ07 Program-FORM CF-1R User-CITY ENGINEERS Run-PROPOSED RESIDENCE --------------------. ----------------------------------------------------------- COMPLIANCE STATEMENT ------------------- This certificate of com~liance lists the building features and performance ~;pee if icat i ,:,ns needed t.o c ,:,mp 1 y with Ti -l; 1 e 24, Chapter· 2-53 and Ti i; 1 e 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code • This csrtificate has been sicned by the individual with overall desian responsibility and the buildi~g own~r, who shall retain a copy of it a~d transmit th!?? cert if i ,:ate i;,:, any s.Ltbseqt.tc".?nt pt.tr" chaser of the bui 1 di r,g. ~.Jhen 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 S~ecial F~atures/Remarks section. Name •••• Company. Ade:!·!'" ess. Phone ••• Li,:ense. DESIGNEF.: Signed _______________ _ Name •••• Ci::,mpany. Address. (date) DOCUMENTATION AUTHOR F.:ON WI f_L I AMS CI TY ENG I NEEF.!S 5710 BALTIMORE DR.449 LA MESA, CA. 92041 ;~:::~-a4J.4l ,~~ . (~:i N·ame •••• Cc,mpany. Address • Phone •.• OWNEF.: -~ l'l w 7-\-t, . sSt:. Lo..S A-t-1<oGU2;/ c..A-. :Too\~ ,><Signed __ J_ °Ji_? ~!:---. utj, ~ (date) Name ..•. Title ••• Agen,:y .• F'hi:,ne •• ~ Signed ENFORCEMENT AGENCY (date) • • • • • • COMPUTER METHOD SUMMARY Page :l C-2R ===== ================== ========== =========================================== ProJect Title •..•••..•• GHADISHAH RESIDENCE Project Address ••••.••• Date ••.••••• 10/25/89 I ----------------------,I Do~umentation Author •.• RON !,,JIL.LIAMS CI TY ENG I NEEF.:S (61'3)461-4620 Building Permit# Company .•••...•••••.•••• • . Telephone •••.•••••••••• Plan Check/ bate CooJplian,:e Meth,:,d •••••• MICF.'.0PAS3 by Enercomp, In,:. Climate Zone .....•..... 7 Field Check/ Date -===============~=====~====================~===----== --=---------------------- MICR0PAS3 v3.01 File-GHAD_ Weather-CTZ07 Program-FORM C-2R Us~r#-MP0622 User-CITY ENGINEERS Run-PROPOSED RESIDENCE . -------------------------------------------------------·--------------------- f =======-==========================================-============== = MICR0PAS3 ENERGY USE SUMMARY :::: = Energy Lise = (kBtu/sf-yr) = -----------------------= Spa,:e Heating ......... . = Spa,:e C:i::11::,l int;..l •••••••••• = Wc.-\ter Heatir,g ......... . = = = Standard Desi9n 4.78 10.28 5.7,8 20.84 Pri::,posed Desi9n 7. '35 4. 2'3 8.15 2(>. 3.s3 = *** Building complies*** c,:,mpl iani:e Margin -3.17 5.99 -:'2. 37 0.45 = = = = = == = = = = . ---------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area ••••• Building Type ••••••••• ~~ ••• Building Front Orientation. Number of Dwelling Units ••• Num_ber ,:,f Building St,:,ries. Weather Data Type •. ~······· Floor Construction Type.~ •• Num6er of Building Zohes ••• Conditioned Volume •••••.••• Footprint Area ••••••••••••• · Sl~b-0n-Grade Area ••••••••• Glazing Percentage •.••••• ~·· Average Ceiling Height ••••• 3355 sf Single Family Detached ·Front Facin9 215 de9 (SW) 1 2 F.'.edLtcedYear F.:aised Fl,:11:,r 1 30l':15 Cf 1'380 sf 0 sf 21.8 '1/. ,:,f FA '3 ft BUILDING ZONE INFORMATION Fl ,:11:,r Vent Spe,: ial Cond-Area V,:,l ume # ,:,f Thei--mc,st i.~t 'Hei9ht Vent Area Zone Type it i,:,ned (sO (,: f) Units Type~ (ft) (sf) ---------------------------------------------.. ______ .. _________ HOUSE F.:esf den,:e Yes 3355 301'35 1. 00 Setback 8.0 n/a • • • • • • COMPUTER METHOD SUMMARY c:-2F.: ------========================================================================~ Project Title ...••..•.• GHADISHAH RESIDENCE Date .••. ~... 10/25/89 ------------=======---------------==---~= ======---==---=-~============-------- MICROPAS3 v3.01 File-GHAD Weather-CTZ07 Program-FORM C-2R User#-MPO622 User-CITY ENGINEERS Run-PROPOSED RESIDENCE -------------------------------------------------------------------------- ,. Sui-· f a,:e _.., _____________ HOUSE 1 Wall .-, .s::. Wall r;:. ·-~ t,.Jal J. 4 l,Ja 11 5 t,.Jal J. 6 1:;;:o,::,f 7 Flo,:,·r Sul'" face Area LI-Insul (sO Wll Llt-'? P-v,::11 -------~--------· E,33 o. 0'38 F.:-11 216 o. 0'38 F.:-11 8.':17 o. 0'38 · F.:-l 1 5'31 o. 0'38 F.:-11 736 o. (l'38 F.:-11 1 ':380 0.035 F.:-30 1'380 0.037 F-:·-1 '3 Area# of Frame (sf) Panes Type OPAQUE SUf.::FACES A,::t A,: mt h ----- 2l5 215 ~:()5 35 125 0 0 Tilt '30 '30 '30 90 '30 (l () Solar· Gains \t'es No Yes Yes Yes. Yes Ne, GLAZING SURFACES Open u-A,:t Loi:at ion/ Ci::,mmen t :=:. NOF.:TH NO EXPOSUF.:E EP1ST SOUTH WEST ATTIC CRAWL SPACE SC 131.ass Type value Azmth TU. t Only ------------------------------------------------------ HOUSE 1 Window 2 Wind,:,w 3 Window 4 ,windi:iw 5 i~J.nd,:,w 6 l.J ind,:,w r' 84 24 •37 6 366 156 1 w,:11:,d 1 Wcu::,d 1 w,:,od 1 w,:11:,d 1 w,:,,:,d 1 Wood HOUSE 2 Wind,:,w 4 Window Slider 1. 10 215 '30 0.76 Slider 1. 10 215 '30 0.76 Slider 1. 10 305 ':10 0.76 Slider 1. 10 305 '30 o. 75 Slider 1. 10 35 '30 <). 7E, Slider 1. 10 125 '30 0.76 OVER:HANt3S Arec:.i. (sf) Window Overhang Overhang Height Length Height 24 6 4.0 3.0 HVAC SYSTEMS 8.0 8.0 2. () 2. () Int er i ,:q·· Sh .... ,de Type -----·---- BLINDS BLINDS BLINDS BLINDS BLINDS BLINDS System Type .HOUSE MinimL1m Effii:ien,:y Duct Lc11: at i c,n Duct R-value Efficiency 13.:-\ ~=- . Air Ci::,nd it i ,:,ner 0.750 SE 8. '30 SEER A·tt i,: Attic F.:-4 .-0 F.:-4. (l 0.877 0.866 SC 13ls+ Shade ----- (>. 22 (). :2:;~ (). 22 (). :22 (). 4!2 (). :2~~ • • • • • • COMPUTER METHOD SUMMARY Paqe 3 =====-========================================================================- Project Title •....•..•. GHADISHAH RESIDENCE Date........ 10/25/8'3 ==-=--==========-==----==== ====~-====-=====----------------------------------- MICROPAS3 v3.01 File-GHAD Weather-CTZ07 Program-FORM C-2R User#-MP0622 User-CITY EN&INEERS Run-PROPOSED RESIDENCE ----------------------------------------------------------------------------- -System Type :J:l: of Heater9:. Capa- c i i;y (gal) WATER HEATING SYSTEMS Effic- ien,:::y Standby Inp1.1t Li::•S$ F::at ing Pilot Size-:? (Btuh) St,:,ra9e l;ii:\S 1 72 O. 750 F::E 3. (>3~{ 75000 Btuh n/a WATER HEATING ELECTRICAL bp,:rating Pi:,wer HoLtr s Electrj~ Usage C~) (Hr/day) DHW Recirculation Pump 75 24 SPECIAL FEATUR~S/REMARKS f, Control I E?r Pc,wer ( i.j) 0 Credi ts NONE • HVAC SIZING HVr4C • • • • • ' ' =--==========================================================================-= Project Title ....•..... GHADISHAH RESIDENCE Project Address ......•. Docum~ntation Author ... Co~pany •...••.....•.... Telephone •••.••••••.••• RON t,.J I LL I f~MS CI TY ENG I NEEF-:S ( 61 ·~~) 461-4620 co,pliance Method •••••. MICR0PAS3 by Enercomp, Inc. c:1 itnat€~ :Zr::,ne........... 7 Date •....••• 10/25/89 ·Building Permit# Plan Check/ Date Field Check/ Date -------=~=-~==--------------=~====--====------=-------===--------------------- MI CF.:0PAS3 v3. 01 User#-MP0E..22 File-GHAD !tJea.thE~r-CTZ07 Pri::,gram·+IVAC SIZING User-CITY EN~INE~RS Run-PROPOSED RESIDENCE --------------------------------~ -------------------------------------------- GENERAL INFORMATION Floor Area ••.•••..•.••••.•. 3355 sf Volume .••.......••.••.... ~. 30195 cf Sizing Location ......•...•• LA COSTA Latitude .•...••..•••••...•. 33.1 degrees Winter Outside Design ...•.. 39 F Winter Inside Design ... ; .•• 70 F Summer Outside De~ign.· .••.• 84 F Summer Inside Design ••..... 78 F Summer f.'.ange .•..•••••...••.• 23 F Shading Used ••.••••••••.•... Yes Latent Load Fraction ••••••. 0.20 HEATING AND COOLING LOAD SUMMARY ------------------------·------- Heating Description CBtuh) C,:u:,1 i ng (Btuh) --------------------------------------------------.. -' ---- Opaque Cc,nd1.1,:ti,:,n and S,:,l-c.':1.·r •.••.. Glazing Conduction ••••..•••... ~ .• 131 az. i ng S1:11 a·r-••••••••••.•••••••••• Irr f i 1 tr at j_ ,:1n •••• • ••••••••••••• • •.• lnternal Gain•p••••••••~--~······ DLL1:: t' Sa a a a a a a a a a a a a a a a a a a • a a a a a a a a Sensible Load •.••.•...••••....••• ~a.tent L1:,ad. ~ • .' ••••••••.•.•••••••• T,:,t al L,:,ad 13755 24'3'35 n/a 11'346 n/a 5070 55766 n/a 55766 4788 4838 :28704 1040 41'3'3 461 '34 '323'3 55433 Note: The loads shown ar~ only ona of the criteria affecting the selection ,:,f HVAC e.quipment. ' Other relevant design fa,::t,:,r:, suc:h c.-\S air flow requirements, outdoor design tempera~ures, ~oil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum f6r gas central furnaces only: 1.3 X ( 55766 + (10 X 3355)) = 116111 Btuh • • • • • • day& night Day&Night Air Conditioning lnd1anapohs. IN City-of Industry, CA ,., ··.... ...... :~::: . DOWNFLOW HORIZONTAL :Wl~h unique Induced-combustion design, four-pass heat exchanger, and exclusive safety features; the Model 3768 Higt,. Efficiency Downflow/Horlzontal Furnace Is the new ln~ustry pacesetter.· The Model 3768 achieves the highest Annual Fuel Utlllzatlon Efficiency (AFUE) rating available today In a noncon- denslng downflow/horlzontal furnace. Its ease and economy of Installation, truly remarkable serviceability, surprisingly econom- ical Initial cost and short payback time, place It In a class by Itself. All these make the 376B the obvious choice over any other high-efficiency furnace. This furnace has the kind of overall per- formance that others wilt be trying to lmitaJe for years to come. The Model 376B Downflow/Horizontal joins our Model 395B · Upflow to cover all basel!5 In the standard high-efficiency Califor- nia marketplace. Application flexibility Is a tremendous plus. The 376B Furnace satisfies downflow applications standing straight up. Lying on either side, the 3768 satisfies horizontar- left and horizontal-right airflow applications with no conversion required. FEATURES VENTING-The Model 376B Induced-Combustion Furnace oper- ates at zero or slightly negative static pressure at the furnace-to- flue jµnction; therefore, It can be. vented Into any approved chim- ney or B1 vent, and li°ke a natural-draft furnace, common-vented with an existing water heater. Most other currently available positive-pressure-draft or forced-draft furnaces require Installing an expensive sealed-vent system. The induced-combustion design also eliminates the need for a vent damper. MONOPORT INSHOT BURNERS-Produce more precise air-to- gas-mixture which burns cleaner than multlport or ribbon-type burners. The larger monoport of the inshot (or injection-type) burner seldom; if ever, clogs or needs cleaning. FOUR-PASS HEAT EXCHANGER-Design breakthrough pro- duces accelerated heat transfer. The Model 376B Furnaces extract heat that other furnaces-waste up the flue. Aluminized steel for corrosiol') resistance. 20:year l,Jmited Warranty. SAFETY FEATl,JRES-The 3768 goes beyond most other fur- naces with two exclusive safety features: (1) a draft safeguard switch detects a vent blockage or downdraft and (2) a self-check- ing switch proves combustion airflow before burner ignition • SOLID-STATE BLOWER CONTROL ABLE-Timed blower oper- ation stops annoying recycling common with thermally activated blower controls. Blower motors are permanent split capacitor type for energy conservation. PRINTED-CIRCUIT CONTROL CENTER-The printed-circuit board and all Internal wiring are factory Installed. Screw termi- nals permit quick-connecting a humidifier, an air cleaner, and air-conditioning control' circuits. WRAPAROUND INSULATED CASING-.Welded construction eliminates casing noise. Foil-faced Insulation in the heat exchanger section cuts heat loss and insulation in the blower section reduces noise levels. The low profile makes the Model 376B a slide-In unit-ideal for downflow or horizontal replace-· ment installat.lons. EFFICIENCY-Exceeds California minimum efficiency stand- atrds (Title 20) by a comfortable margin. OXIDES OF NITROGEN (NOJ-Meets NOx emissions level s1:1t by SQuth Coast and Bay Area Air Quality Management Districts. The design of all Model 376B units Is A.G.A. design certified for naturai and LP (propane) gas. The 376B Is GAMA (Gas Applicance Manufacturers Association) efficiency rating certified. Form No. PDS 376B.40.3D • • • • • • CLEARANCES (In Inches) ~ize I 040 Thru 115 DOWN!=LOW (In Alcove or Closet) Sides-Single-Wall Vent (040 and 055) 1 Single-Wall Vent (075, 095, and 1151 0 Type-81 Double-Wall Vent 0 Back 0 Top · 1 Frcmt•-Single-Wall Vent 6 Tvpe-B 1 Oouble-Wall Vent 3 Vent-Sinale-Wall 6 Type-81 Double-Wall 1 HORIZONTAL (In Alcove) Sidest . 1 Back 0 Top-5inale-Wall Vent. 1 Type-81 Double-Wall Vent 0 Front• 18 A82171 Vent-Single-Wall 6 Tvpe-B1 Double-Wall 1 HORIZONTAL (In Closet) DIMENSIONS (In Inches) . Sidest 1 Back 3 Size A D .E Vent lillnn Ship, Wt 02404.0 · 14-3/16. 12-9/16 12-11/16 4 130 · 024055 14-3/16 12-9/16 12-11/16 4 132 Top-Single-Waif Vent 2 Type-81 Double-Waif Vent 2 Front*-Sinale-Wall·Vent 6 036055 · 14-3/16 12,9/16 12-11/16 ·4 142 036075 17-1/2. · 15-7/8 16 4 160 Tvpe-B1 Double-WallVent 3 V!:)nt-Sinale-Wall 6 . 048075 17-1/2 15-7/8 16 4 163 Type-81 Double-Wall 1 048095 . 1.7-1/2 15-7/8 16 4 178 060095 21 19-3/8. 19-1/2 4 188 *Provide a 30-in, service clearance in front of the furnace. 060115 24-1/2 22-13/16 23 5 208 tlndicates supply ·or return sides when furnace is in the horizontal position. SIZE I • • I• • lnpuiBtuh* Capacityt AFUE California Seasonal Efficiencies (CSE) Certified Temperature Rise Ran e°F Certified External Static Pressure Heat/Cool AirllowCfm Indoor Nonweatherized (ICS)* Indoor Nonweatherized (ICS)t Hcatln Cooling ELECTRICAL • Unit Volts-Heriz-Phase Minimum Wire Size Maximum Fuse'Slze Transformer (24·V) External Control Power· Available A/C Blower Relay Gas .Connection _Size Gas V~lve.(Redundant) Pilot Safety (Non-100% Shutoff) BLOWER DATA Direct-Drive Motor HP-Type Motor ,Full Load Amps RPM (Nominal)-Speeds Blower .Wheel Dfa x Width Filter Size-Permanent Washable DEALER INSTALLED OPTIONS Heating Cooling Min Inlet Pressure Max Inlet Pressure SPECIFICATIONS 024040 024055 036055 48,000 67,000 67,000 39,000 56,000 56,000 39,000 55,000 55,000 82.3 . 83.2 83.2 80.8 82.3 82.3 74.9 17-3 76.3, 50-80 55-85 . 35-65 0.10/0.50 0.12/0.50' 0.12/0.50 610 775 ·950 790 860 1150 115-60-1. 14 15 40VA 24VA 37VA Std SPST Solid-State Time Operation 2 3 3 1/2-inch NPT EssexSX345 4.5 Inches we _ 13.6 Inches wc Model 740A 1/5-PSC 1/4-PSC 1/3·-PSC 4.0 . 4.0 5.4 1050-4 1050-4 1050-4 10x6 10x6. . 10x6 (2) 16 x·20 X 1 Combustible Floor Base 305301'701 LP'(Pro ne) Conversion Kit 308001-710 Vinyl-Trim Control Door Kit 309258-701 Prlnte1FClrcu1t Control·Center P771·7007 '-- 036075 048075 90,000 90.000 75,000 75.000 74.000 73.000 83.2 83.2 82.3 81,3 77.0 76.7 55-·85 40-'-70 0.15/0 50 0.15/0.50 1010 1250 1?25 1530 4 4 1/3-PSC 1/2-PSC 6.5 8.3 1050-4 1050-4 10x6 10x8 •Gas Inputs shown are for elevations up to 2000 ft. For elevatiqns above 2000 ft, input should be reduced at the rate of 4% for each 1000 ft above sea level. Refer to National Fuel Gas Code Table F4, tCapaclty In accordance with U.S. Government DOE test procedures. California S~asonal Efficiencies based on California-specified procedures. ;Isolated Combustion System (ICS) ( • • • ,. • • ,_, ~ • PAGE lOE LARGE GAS STORAGE, TYPE WATER HEATERS MODELS MANUFACTURED BY A. 0. SMITH ----------------------------------------~--------------~-~--------------------------------------------------~-----------------~--F AUX. ELEC. MAX. u HEAT TRAP EHERGY HOR. RATED REC. S.tB 1ST HR BRAND HANE MODEL HUMBER E -----------(WATTS)--VOLUME HT. DIM. INPUT ifF. toss RATIHG l IH OUT REC S.IB (GAL> <IH> <IN> (KBTUH> (U OC.IHR) <GAL> ----------------------------------------------------------------------------------------------------------~----------------------· A. O. S~IIU II-Dall It ti ti II II 2Z II 56 2:i l5 l5 a 3 G3 JZa 5 A. O. SMITH n-oao l H H 0 0 72.0 56 25 75 . 75. 0 3.03 128.5 A. O. SMITH BT-100 H H H 0 0 95.0 65 27 ao 75.2 2.98 134.S A. O. SMITH BT-100 l H H 0 0 95.0 65 27 ao 7·5.2 2.98 134.5 A. O. SMITH BTC-154 H H H 0 0 as. o · 59 -154 78.0 3.07 222.4 A. O. S11ITH BTC-154 l H H 0 0 a5.o 59 154 78.0 3.07 222.4 A. O. SMITH BTC-179 H H H 0 0 82.0 59 179 77.4 2.78 245.1 A. O. SMITH BTC-179 l H H 0 0 82.0 59 179 77.4 2.78 245.1 · A •. O. SMITH BTC-197 H H H 0 0 95.0 68 197 76.7 2.40 250.3. A .• O. SMITH BTC-197 l H H 0 0 95;0 68 197 76.7 2.40 250.3 A. O. SMITH BTC-197-1001 H H H 0 0 95.0 68 2't 197 ao.o 2.40 212.2 A. O. SMITH BTC-197-IOIII l H H 0 0 95.0 68 24 197 ao •. o 2. "° 212.2 A. O. SMITH BTC-197A H ·H H 0 0 95.0 68 197 76.7 2.40 250.3 A. O. SMITH BTC-197A l H H 0 0 95.0 68 197 76.7 2.40 250.3 A. O. SMITH BTC-l 97 A-111111 H H H 0 0 95.0 68 24 19,7 ao.o 2.40 212.2 A. 0. SMITH 8TC-197A-IOIM l H H 0 0 95.0 68 24 197 ao.o 2.40 212.2 A. 0. SMITH BTC-200 H H H 0 0 95.0 64 30 ~;: 75.0 3.00 281.8 A. O. SMITH BTC-200 l H H 0 0 95.0 64 30 75.0 3.00 281.8 A. 0. SMITH BTC-240 H H H 0 ·o 95.0 68 240 79.9 2.40 326.0 A. O. SMITH BTC-240 l H H 0 0 . 95.0 68 240 79.9 2.40 326.0 A. 0. SMITH BTC-240A H H H 0 0 95.0 68 240 1,., 2.40 326.0 A. O. SMITtt BTC-240A l H H 0 0 95.0 68 240 79.9 2.40 326.0 A. O. SMITH BTC-250 H H H 0 0 95.0 64 30 230 75.0 3.00 312.9 A. 0. SMITH BTC-:-250 l H H 0 0 95.0 64 I 30 230 75.0 3.00 312.9 A. O. SMITH BTC-305 H H H 0 0 72.0 62 305 77.2 3.13 368.6 A. O. SMITH BTC-305 l H H 0 0 72.0 l 62 305 77.2 3.13 368.6 A. 0. SMITH 8TC-305A ·H H H 0 0 72.0 ' 62 305 71.2 3.13 368.6 A. O. SMITH BTC-305A L H H 0 0 72.0 :1 305 77.2 3.13 368.6 A. 0. SMITH BTC-365 H H H 0 0 72.0 28 365 75.0 3.20 416.0 A. O. SMITH BTC-365 l H H 0 0 72.0 62 28 365 75.0 3.20 416.0 A. O. SMITH BTC-365A H H H 0 0 72.0 62 28 365 75.0 3.20 416.0 A.O. SMITH BTC-365A l H H 0 0 72.0 · 62 28 365 75.0 3.20 416.0 A. 0. SMITH BTP-125-140 H H H 216 0 129.0 ~4 46 140 ao.o 2.ao 244.8 A. 0. SMITH BTP-125-140 l H H 216 0 129.0 84 46 140 ao.o 2.ao 244.8 A. 0. SMITH BTP-125-199 H H H 216 0 129.0 84 46 199 80.o 2.80 301.8 A. O. SMITH BTP-125-199 L H H 216 0 129.0 84 46 199 80.o 2.80 307.8 _A. O. SMITH BTP-125-210 H H H 216 0 129.0 84 35 210 ao.o 2.80 317. 7 A. 0. SMITH BTP-125-210 l H H 216 0 129.0 84 35 210 80.o 2.80 317. 7 A. O. ·sMITH BTP-125.:.270 .H H H 216 0 129.0 84 35 270 ao.o 2.80 382.3 A. 0. SMITH BTP-125-270 l N H 216 0 129.0 84 35 270 .ao. o 2.ao 382.3 A. 0. SMITH BTP-125-400 H H H 216 0 129.0 84 35 400 · 80.0 2.ao 522.4 A. ·O. SMITH BTP-125-400 l H H 216 0 129.0 84 35 400 80.0 2.80 522.4 A. 0. SMITH BTP-125-540 H N H 216 0 123.0 84 35 540 ao.o 2.82 688.9 A. O. SMITH BTP-125-540 l H H 216 0 123.0 84 35 540 80.0 2.82 6'88.9 A. O. SMITH BTP-.125-720 H H H 216 «I 123.0 alt 35 720 "80. 0 2.!2 86'2.9 ·:A. 0. SMITH BTP-125-720 l H H 216 0 123.0 84 35 720 80.0 2.82 862.9 A. 0. SMITH . BTP-140 H 0 0 81.7 75 28 140 82.5 2.74 213.5 • n C:MTTH BTP-140 l 0 0 81.7 75 28 140 82.5 2.74 213.5 n n Rl.7 7,; ?R 199 77. 7 2.34 266.J CERTIFICATION OF COMPLIANCE <Ttl.,.,.; c:7/ I CITY OF CARLSBAD Plan Check No. D /;'6 e} DEVELOPMENT PROCESSING SERVICES -DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This furm 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 shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. - SCHOOL DISTRICT: Carlsbad Unified San Marcos Unified --801 Pine Avenue 270 West San Marcos Blvd .. Carlsbad, CA 92009 ( 434-0610) ~ Encinitas U~ion Eleme~tary $an Marcos, CA 92069 (744-4776) ~San _Dieguito Union High School 710 Encinitas Boulevard P-189 Union Street Encinitas, CA 92024 (944-4306) Encinitas, CA 92024 (753-6491) Project Applicant: _G---'--"-h_A_~ __ / S_-A_,.J_)_,___,_[5--'-~"--f-/'---f!.._4_"1 __ APN: c(/ 6 -3t O -D c.../ o<'S3o c...,4 C<?Jsµ 411r: Project Address: RESIDENTIAL: SQ. FT. of living area '."z?,=,~ Number of dwelling units { ---- SQ. FT. of covered area SQ. FT, of garage area i<:::I D COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By ~ ~ Date ____ 1°_/o_,/_._9_0 ____ _ --------------------------------------------------·--------------------------------------- FEE CERTIFICATION (To be completed by the School District) /Applicant ha~ 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: $.:l-3f$°'. 'f7 based on S35'~-sq. ft.@ "'. 7/ Y Comm/Indust Fee Levied: $ ------based on -----sq. ft.@ ------- School District Official AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial. CERTIFICATION OF COMPLIANCE CITY OF C_ARLSBAD Plan DEVELOPMENT PROCESSING SE~VICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 Check No. This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified -....--- 801 Pine Avenue San Marcos Unified ---2}0 West San Marcos Blvd. Carlsbad, CA 92009 { 434-061'0) San Marcos, CA 92069 (744-4776) __ Encinitas Union Elementary / San Dieguito Union High School 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-430# Encinitas, CA 92024 (753-6491) --'Q.~h.;..,..A b-:....;;;..1 t_A__,_1'/L_,_) ___,f;>~{J f-/~f!..._A_M_~ APN: o?! 6 -BJ o -D q t:?(.S3 D LA c~s-u 4//t: Project Applicant: Project Address: RESIDENTIAL: SQ. FT. of living area '3;,$ Number of dwelling units ( ---- SQ. FT. of covered area SQ. FT. of garage area ~(::) D COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By ~ ~ Date ______ 1_0 _/_~_1/ ..... 9--'0'------ FEE CERTIFICATION (To be completed by tpe School District) ~ Applicant ha~ 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 RE?sidential Fee Le-v-ie_d_:--$-~-q-0"""'5"---i L{_-~--a-s_e_d_o_n _____ 'b'--3-52 ___ s_q_. _f_t ___ @ __ -_-_-_-r=~=======--- Co~f/"J/ig. $ ____ based on~---... -_--~ft.@ __ 1 _( __ 5 ___ 70 School District Official Title AB 2926 and SB 201 fees are capped at .$1.58 per square foot for residential. AB 2926 is capped at $:26 per square foot for commercial/industrial. Date LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE 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 PAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION 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 charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends into the subsequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll int he 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 commences on a different date. The prorated sewer service charge shall not be required in those application for sewer permits for subdivisions. Such applicants shall be required to notify the Districi on forms provided by the District, of escrow closing on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it must be installed by the owner/applicant in conformance with the specifications, rules and regulations of the District and subject to inspection by the District. A DISTRICT INSPECTOR MUST BE ON THE SCENE AT THE TIME OF CONNECTION. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement} to the point in the street (at or near the applicant's property line} where the service lateral is connected to the applicant's building sewer. The applicant is also responsible for the construction, at the applicant's expense, of the building of sewer from the applicant's plumbing to the point in the street (or easement} where a connection is made to the service lateral and for construction, maintenance and connection of the service lateral to the main line. IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CON- SIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. ALL SUCH CONNECTIONS MUST BE MADE WITH AN LCWD INSPECTOR AT THE SCENE AT THE TIME OF CONNECTION. IF, FOR ANY REASON, A CON- NECTION IS IMPROPERLY MADE, IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT, AT THE APPLICANT'S EXPENSE, TO DIG UP OR OTHERWISE RE-EXPOSE THE CONNECTION SO THAT AN INSPECTION MAY .BE MADE AND THE APPLICANT AT THE APPLICANT'S EXPENSE SHALL MAKE ANY CORRECTIONS OR ALTERATIONS REQUIRED BY LCWD. IN THE EVENT THAT THE APPLICANT, FOR ANY REASON, FAILS TO TAKE APPROPRIATE ACTION, THE DISTRICT RESERVES THE RIGHT TO DIG UP AND INSPECT THE CONNECTION AND MAKE ANY CORRECTIONS NECESSARY, AT THE APPLICANT'S EXPENSE: OR IN THE ALTERNATIVE, TO DISCONNECT SERVICE ANY COSTS INCURRED BY LCWD IN TAKING SUCH CORRECTIVE ACTION SHALL BE BILLED TO THE APPLICANT AND MAY BE RECORDED AS A LIEN AGAINST THE APPLICANT'S PROPERTY EQUAL IN PRIORITY TO A TAX LIEN. OWNER'S NAME David Ghadishah MAILING ADDRESS 412 W. 7th Street-#A-3 PHONE NUMBER 213-624-1951 Los Angel es, Ca, 90014 . . SERVICE ADDRESS 2530 La Costa Avenue ... carl sbad, Ca, 92009 TRACT NAME/NO. L.C.South LOT# 25 CONNECTION FEE: $. ______ _ ASSESSOR'S PARCEL NO. _2~1_6-~3-6_0~-D-4~---PRORATED SEWER SERV. FEE: $_33.....,,._.4=0 ___ _ TOTAL $____._.33-.-4-Q ___ _ TYPE/BUILDING_S_F_D ___ #/UNITS __ l_ PAID BY: D CASH D CHECK# The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stat~j,1 / 1 , ~ ~ ~ ~ ~11-5~90 Owner Signature Date vJ.V.R, 010704 Rec'd by Account No. Ref: 158 S.PERMIT1 ; .... ~ ,t1af'-"'' _, ' , . ( ' j 1 l ' ;, 'i ' l l i i • ~ ; r,- ~ \ \ . ~-t::.~to , i.· A qc;1 6 'f,,,., -4.v , ',,, 1 ' ' /"J. ~ ;:;~,ya ,:, \ A r, :., R O V A L S ReQu1r .1 Received Date -10-d;-t:ro -· --: \' ·-'lit.\-i:_._,.\ , _ _ _ / . HWll)OUSIIA1ERJALSFCRM dJ /1 °"'Is~, ,-.. P. e . . 1 , __ I 1NOOS111W.IMBIE;i!I ._.-SCHOOi.FEE RBI . J./1 ~ ~ ~-# ff< ~OOARE~IICINIS f}, £ I t)\Vu~'ss;:.--r v~ ~udQK.,,, /2 ;,/2 ,/,,.,_ . '/!.-,, ENGRGCOARECTl0NI ~ DATES !~,. ~ To ~ /1--¥-/ f/J lJ ~pplicant Applicant /' I t-/1 V' \ I . . ' r , BUSINESS LICENSE 1/;; I"~ wJ/~ . =smb ~~-·(b-L <J-iL~6sc11t-15_. ~ ) f:> ! IV ) "10 01»»£.IZ.ilT --rt=-'.fc-, ;_ ~-~ ~.., """-I; 1 ~d>.. • /4 0 o::."'° f C, / Io) 1 'l 01!.>AJ-e1< ::w=--~/ C.' L.c<.,._,J, F".,.._, ~'-? A--n o.S. C.~ & 1=5 ~ 1+~ f". J~ , ",Jc..L-. lt/)r pi /lke.lf, S <-h1:>0L ~ee.S -i\) ·-··-----·· Ji{, . !l/1/,~ 1v(21((lif fyt ~ ~ ','~-J!'!'S-----_':?'-'WA~~~~~~~,._,,~,~~ ! Y' \-,.! )t4 ,t+.,,t, ll~''!••l!l' 11C;,~~-~ - . ~ ' . , ., ~ ~ \ ~I.I-*· )' \ I • ll,' ', ''\ ·-~--~"""--'.:.. . .,. _ _:.,. - B U I L D 1 N G 11/05/90 10:41 · Pag·e · 1 · o'f . 1 Job ~ddress :· 2530 LA COSTA AV Permit Type: PLAN CHECK REVISION Parcel No: 216-360-04-00 Valuation: 0 Construction· Type: NEW PERMI;'r Str: Occupancy <;;roup: Class Code: Description: 'PLAN REVISION PER HDP PCi ·No: J?'CR9·Q119 : :.Proje.ct fifo: A8903 328 Dev:e1Gpme.n-c. ·No·.: Fl: ·.· ·ste: 921$1 .U./05/90 000.i 01 . 02 . · C-PRi1T_. ·105 .. 00 <· ~· (ooLf · · . '.;' · · I . Status: !SSDED · j }\:ppliedr ;i0/~1/9·o.:. Appl/Ownr REYNOLDS, STEVEN 4393 DATE AVENUE LA ME.SA, GA 92041 · 6.19 A:pr/ts·sue:' 1.1/05/9.0.·_·, Validated .. :By:: : '.DC · .462-115·8· . '• '~ . .'. . I \ .• -, '•"" ,•,, __ . '-, T '·. ' \ - ' > . CITY OF CARLSBAD 2075 Las Paln:ias Dr., Carlsbad <;A 92009 (619} 43~1161 ,, ~t . '~.-.. , .~. ~..... oi::6, • ·.ESGIL C·ORPORATION· 9320-CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92.123 (619) 560-1468 DATE = Dt.nB a... fl..9. 1 ~ 9u , JURISDICTION: <!ctIY OF (t/+flL$$AP PLAN CHECK No: S>'t-12<e1 Reu. sET: r, PROJECT APDREss: J..5 2,0 : 1.. e MS 111. e uc, PROJECT NAME=~----~G .... 1.._H ...... Y+...,D ..... l--=Sc...H..,_fi .... ~-------,S'-'-F_.D.._.. ______ _ II. The plans transmitted 'herewith have been corrected where · necessary and substantially ·co_mply with the .jurisdiction's building codes. D · .. :.o The plans transmitted herewith ~ill substantially ·comply with ·the jurisdiction's building code& when minor defidien- cies identified..,---=-------...,,..,,,~--are resolved and checked by building department staft., '. The plans transmitted herewith have significant deficiencies identified-on the_enciossd check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is ·for your information. ·The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D Tl).e applicant's copy of the check list is enclosed for the . . jurisdict_ion .to return to. the applicant·. contact person. O Th_e applicant's copy of the check list has been sent to: II Esgil staff did not ad-vise the applicant contact person that plan ·check has been completed. O Esgil·staff did advise applicant that the plan check has been completed. Person contacted: ------------ Date contacted: _________ Telephone# _______ _ . D REMARKS=------------------------,------------------- By :·:1~~,tb'#/Mrl;l,-r:. ESGIL CORPORATION 10-1P--1u OGA . DAA ORN 0DM Enclosures: UaJJ e --f". -~------- Dates llJ·,2h-:tu Prepared by, If.. fftf#)f.WoP-rN JurisdictionCftf.£.$l8fU2 VALUATION AND PLAN CHECK FEE CJ Bldg. Dept. O Esgil PLAN CHECK NO. grz-L81e I R..e 1J. BUILDING ADDRESS 0.SjD J..8: aDf.,711 APPLICANT/CONTACT 6, Re-ypoL0,5 BU.ILDING occuPANCY R-3 Im-, I .TYPE OF CONSTRUCTION _ __.\J__.J.,..__ __ _ BUILDING PORTION BUILDING AREA -l'LA-u i?t"\1·, I l.J.P ~ Air Condi tionim(;· Commercial , ... Residential - Res. or Comm. Fire· S--orinklers Total .Value eve: PHONE NO. ~ ??-.5115 DES·IGNER PHONE ------ CONTRACTOR PHONE ----- VALUATION VALUE MULTIPLIER 'gt./rO?., fl</_ 0 '? @ .. .ra @ ~L/. 03 Building Permit fee $----------------------'"-------- (Han Ch.eek f ee _____ $ ___________ __,. ___________ $___./ __ D __ i5;..._._D__.c/ ____ _ COM MEN TS .. •------------------------------ SHEET _j_ OF I , 12/87 ... ...