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Home My WebLink About1860 MARRON RD; ; 86-614; Permit-- - - " USE BALL POINT PEN ONLY,&'PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. hereby affirm that I am licensed under Xaa C..)ione of Chapter 9 (commencing with 49 n 7000) of Division'3 of the Business roteselona Code, and my license is in rce and effect. -I hereby affirm that I am exempt from the Contrac- . ,. - tot's 'License Law for the following reason (Sec. 7031.5 I Business and Professions Code: Any city or county which re . quires a permit to construct, allot, improve, demolish, or repair any strUcture, prior to its issuance also requires the ap' plicani for such permit to tile a signed statement that he is licensed pursuant to the provisions of the Contractors h License Law (Chapter ,9 commencing with Section 7000.01. - Division 301 the Business and Professions Code( or that is ho' . • • empt therefrom and the .basis for the alleged exemption., Any violation of Section 7031.5 by an applicant for a permit sob',. ,._.lects the applicant to a civil penalty of not more than live Iron' • dred dollars ($500). I, as owner Al the property. or 'my em'pinyees with wags as their sole compensation, will dn.the work, and the struc- ture is 001 intended or offered for sale (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of property who boilds'or improves thereon and who does such work himself or through his own emplsyees,'providetl that such improvements are not intend- it - ed or offered ter'sale. II.' however, the building or improve" - Z 39 meni is sold within one year 01 completion: the owner-builder will have the burden 01 proving that he did not build Or imr - o prove for the purpose of sale). tJ I. as owner 01 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 loan owner 01 properly who builds or im proves thereon, and who contracts for each projects with a Z , centructor(s('liceose pursuant to the Contractor's License " %; Law(. •- , . . 0 As a homeówiror I am improving my home, and the 10110w' i 4 , 1' ing conditions exist: i'' ,. - 1 The work is being performed prior 10 sale.-' I - have lived in. my home for 'twelve months U- . Ui , prior to completion 01 this work.,- ., ' 3."il have not claimed this exemption during the 0' am exempt under Sec. -_' , B & P.C. . for this reason I hereby affirm Ihal have a certificate or consent to • -. at sure, or a certificate oh Workers' Compensation In' l' - surran or a certified copy thereof (Sec. 3800, Labor Codel POLICY 0 Ol COMPANY. k .' .- . D Co'py is filed with the city .e. , 0 Certified copy 5eebp furnished -" o - x CERTIFICATE OF EXEMPTION FROM o WORKERS' COMPENSATION INSURANCE" (This section need not be completed it the permit is to, One hundred dollars 101001 or lessl. I certify that in the performance 01 the work for which Ihi ermil is issued. I shall not employ any person in any I - 'manner so as to become subject to the Workers' Compen. s'atien Laws 01 California NOTICE TO APPLICANT: It. alter making this Certiticatet1, - of Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with Such provisions or this permit shall I be deemed revoked. - ifl '1 hrb affirm that there is a construction lending '01 agency for the pertormance of the work lurwhich this per- issued I&,It zi il mills (Sec. 3097. Civil Code) Lender's Name L Lender's Address_________________________________ ' ",. \A -v-CARLSBAD BUILDING DEPARTMENT 2075LasPaImasDr Carlsbad CA 920094859 4381161 APPLICATION & PERMIT (619) -- - - - .108 ADDRESS AV, ST. RD. NEAREST CROSS ST. DATE I3F APPIIICATION BUSINESS.LICENSE # 'VALUATION PEAMIT.NUMBEM LOT BLOCK SUBDIVISION AS,SESSOR PARCEL NO. . CONTRACTOR / ft CONTRACTORS PHONE zbNt OWNER'S NAME OWNE R'S PHONE I , CONTRACTOR'S ADDRESS , STATE LICENSE NO, , ' BUILDING SO. FOOTAGE OVJNER'S MAILING ADDRESS 1) 871 Vvtr le5f, 117IO DESIGNER DESIGNER'S PHONE DESCRIPTION OF WORK 1' VJ2-24 3 livecx)- DESIGNER'S ADDRESS STATE LICENSE NO. '. . . . Z - F/F FLRELEV. - NO oft EDU I -STciES ja,.-u i- , 03/05 0101 02B1dPmt 88430.0 -005 vD PAhK INC SPACE RES I GRADING PERMIT ISSUED - REDEVELOPMENT ' TYPE OC LOAD FIRE SP R - AREA 7sT1J - 1 N - NO Not Valid Un/arm Machine Certified — I QTY.. PLUMBING PERMIT - ISSUE' . QTY. MECHANICAL PERMIT,- ISSUE .. SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP 12. JNS,LALL FURN. DUCTS UP TO 100,000 BTU. BUILDING PERMIT - 001-810-O0'O0-8220 / EACH BUILDING SEWER ' : "j? ' OVER 100.000 BTU SIGN PERMIT 001-810-00-00-8221 EACH WATER HEATER AND/OR VENT i .-_ '2.,f'' BOILER/COMPRESSOR UP TO3HP "ZA4_. " .,.PLAN CHECK 001 81000008821 '9''9 — EACH GAS SYSTEM 1 104 OUTLETS ,y',''/7 '._-i BOILER/COMPRESSOR 315 HP "\ TOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEM 5011 MORE 0METAL FIREPLACE - ELECTRICAL 001-810-00-00-8223 EACH INSTAL..-'ALTER, REPAIR WATER PIPE' - VENT FAN SINGLE DUCT • , ,, MECHANICAL - .001-810-00-00-8224 c0g -' EACH VACUUM BREAKER ' - -' , . , . MECH EXHAUST - HOOD/DUCTS . M0BILE2 . - pit 06j1 '25 WATER SDFTNER - • , , . . RELOCATION OF EA FURNACE/HEATER ' " . SOLAR ' 01 --226 - EACH ROOF DRAIN (INSIDE), . , ' , , DRYER ,VENT . ' - * ' STRONG MOTION . ,880-519'92-33 TOTAL MECHANICAL . ,, . . - • '---- (a'''- FIRE SPRINKLERSJ '3 0010 -00-8227 -:: TOTAL PLUMBING . . ' 'I PUBLIC FACILITIES ..20-810-00'00'8740 QTY. ELECTRICAL PERMIT,- ISSUE QTY. MOBILE HOME SETUP' - - v-'' - BRIDGE PA - ' SE ' - S. --NEW CDNST-EAAMP!SWIiBKR - . CARPORT .. ' , 11 /óP1NT PR 1000008835USSING v-I PH - . PKAO • ,' . AWNING . ' , LA COSTA TIE 133-810-00-00-8835 EXIST BLDG E.A AMP/SWT/ R , - - • GARAGE - - - - - FMF -- 1 PH - 3 PH' ' ' • - . . , . ' - . . , - LICENSE TAX - -001-810-00-00-8162 REMODEL.'ALTlR PER CIRCUIT ' 0 , , . ' MF/ 1.44__)& /rqc 880'519-92'57 TEMP POLE 200 AMPS _••L_ OVER 200 AMPS TEMPOCCUPANCYI30DAYS) - • • . '\ I\'\r.' __________ - ________________ - •' ' • ' • . ' ___i,: -. •' " ', - . '' 'T ' . CREDIT DEPOSIT - . • - TOTAL ELECTRICAL ' - • 9.ç- I -• - - ' , • - 1. •. -' - - TOTAL FEES .- I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by IheBuiIcIing Official under the provisronsof this * AN OSHA PERM:T IS REQUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and vOid, It the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE au thorized such permit is not commenced within 180 days the date of such 50" DEEP AND DEMOLITION CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or iI7 th buildin work authorized by suc,n ' uner STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time aI a or er the work is commenced for a of'180'days'.—.( Qeriod STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES.LIABILITIES.COSTS AND APPLICANT'S SIGNATURE OWNE ' OVED BY EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEO GRANTING OF THIS PERMIT. BYPHONE CONTRACTOR 0 ,APP D7 13 TYPE DATE INSPECTOR BUILDING FOUNDATION. L V REINFORCED STEEL MASONRY GUNITE OR GROUT I SUB FRAME Li FLOOR V Li CEIIJNG SHEATHING 0 ROOF Li SI4EAR FRAME V EXTERIOR LATH V INSULATION •V V V INTERIOR LATH & DRYWALL . V V V% PLUMBING Li SEWER AND BLICO Li RL/CO * UNDERGROUND 0 WASTE WATER TOPOUT Li WASTE . LiNATER TUB AND SHOWER PAN GAS TEST . -. Li WATER HEATER V o SOLAR WATER V ELECTRICAL Li ELECTRIC UNDERGROUND, 0 UFFE ROUGH ELECTRIC .. ,..\• _______ _________ Li ELECTRIC SERVICE Li TEMPORARY" Li BONDING. Li POOL - MECHANICAL Li DUCT & PLEM:, Li REF. PIPING V V V HEAT — AIR COND. SYSTEMS VENTILATING SYSTEMS v. i V CALL FOR FINAL INSPECTION WHENALL APPRQPRIATE- V ITEM. ---' ARVF NA RFFN APPR()VFfl. FINAL PLUMBING. . V• ,. ELECTRICAL V V MECHANICAL GAS BUILDING SPECIAL CONDITIONS . .A - 5" - - •_ ' ;' ...j V S V FIELD INSPECTION RECORD . V REQUIRED SPECIAL INSPECTIONS . - INSPECTORS NOTET —.. - .. 5 INSPECTION REQ. IF INSPECTORS DATE CHECKED APPROVAL SOILS COMPLIANCE FOUNDATION INSP AVA . PRIOR TO STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE OST TErI$NED. CONCRETE FIELD WELDING V - . )EAEfOvu —Iw. HIGH STRENGTH SPECIAL MONRY V S . . ... PILES CAISSONS . V - k-iA C' Sj) e& c— _____ ___ V •: VJ ' . V.VV VV V V• -- '.. —,-r- _____ 0002 02\02 OTOI 03EJ0bWf 88030 *00 NJ V V - \(I:..S . VV 1 ç'---...- . V ' sjs 'r -1-ø.V--.. •• V V V • — S.\. _____ Vç .VV\ rk - VS.5* V. -V V V . a , VJV - • . .- .- j 4 - . --. . . V -V p Citp of Carl5bab REQUEST FOR INSPECTION RECORD TIME: INSPECTOR PERMIT NO. - DATE: -7-2-3 OWNER ADDRESS REQUESTED BY c ' PHONE NO. BUILDING O FOUNDATION 0 FOOTING 0 SLAB O REINFORCING STEEL O MASONRY o GROUT - GUNITE O FLOOR AND CEILING SUB FRAME 0 SHEATHING 0 ROOF 0 SHEAR 0 FRAME O EXTERIOR LATH o INSULATION o INTERIOR LATH OR DRYWjLL 1FINAL -1 I ,i PLUMBING O UNDERGROUND PLUMBING SEWER AND PL/CO O TOP OUT PLUMBING O TUB OR SHOWER PAN 0 GAS TEST O WATER HEATER O SOLAR WATER FINAL PERSON TAKING REPORT • ELECTRICAL U TEMPORARY SERVICE o UFFER GROUND * o ELECTRIC UNDERGROUND o ROUGH ELECTRIC: o POOL BONDING O ELECTRIC SERVICE o FINAL MISCELLANEOUS O CONDITIONED AIR SYSTEMS SOLAR HEAT jo PATIO . 4' 0 LDSPA 0 SIGN 0 GRADING O DRIVEWAY 0 FINAL • SPECIAL INSTRUCTIONS Ready For Inspection: 0 Monday • 0 Tuesday 0 Wednesday • 0 Thursday day 0 A. M. 0 P.M. . CASHIER'S VALIDATION SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER SE 3o2. .- BUILDING PLAN CHECK NUMBER: PC_ BUILDING TYPE Rbr,r'j- r BUILDING ADDRESS tt4O___I\Mo,J NUMER OF EDU'S: 31:2 Lj OWNER.- ___Li 1A CALCULATIONS:__________________________ 2________,_,7 -t MAILING ADDRESS _0_ j __cc _cZ'__ 2___67 S'12q CONTRACTOR:- MAILING ADDRESS 191!Prt,2.T _1E'7 0029 03/05 0101_06r,jtrI _4686_00 1'Jotz ( N1 LEGAL. DESCRIPTION: _ )A) CONNECTION FEE • (q) - COST PER UNIT -'I_O x NO. UNITS S • S ____: S ._- LATERAL CHARGE: S •• . S -. -. •#iiiO 2& S - TOTAL CHARGES: UMBER I 3Ah.0_S ASSESSORS PARCEL NUMBER:':* PREPARED BY ' _JV4J5 - .• .: - . - z. - • (PRINTED NAME) . COMMENTS 12 _,l(?tY'MI.J7 _t)s1kI )/LJl.)/'Vt'Th1(,ir)ifl,- ______hTi;__Por(r S - • v rir •• S - • •L : • WHITE: DIPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant S FINAL BUILDING INSPECTION .1 0 . PLAN CHECK NUMBER: 86-614 . DATE: 72387 PROJECT NAME: Soup Plantation S ADDRESS: 1860 Marron Rd 0 PROJECT NO.: _________________ UNIT NUMBER: PHASE-NO.: TYPEOFUNIT: RESt• NUMBER OF UNITS: CONTACT PERSON: . COflDt • CONTACT TELEPHONE:_unk • all dept INSPECTED DATE BY: INSPECTED: ) / - APPROVED -,k-- INSPECTED.., DATE BY: - INSPECTED: 0 APPROVED • DISAPPROVED INSPECTED DATE BY: : INSPECTED: APPROVED DISAPPROVED COMMENTS S S • Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engiheering CANARY: Utilities PINK: Planning GOLD: Fire '';--''; .',. • . '. : '"- •''.• ' . FINAL BUILDING INSPECTION , P r PLAN CHECKNUMBER: .4 , .4., .4 ..... . 4 ' '' " DATE: —:--86-61 .1 '. 723-87 . PROJECT NAME Soup Plantation ADDRESS 1860 Marron Rd - S PROJECT NO.: . . . UNIT NUMBER: . PHASE NO.: '' 4• . 4- ., -. '4; TYPE OF UNIT: .' Const Rest.. . NUMBER.OF UNITS: 4 CONTACT PERSON L&L Const - - . .4 • 44( . . CONTACT TELEPHONE:j -unk s , dept .,'all / INSPECTED /J' DATE JUL 24 1987 BY /_J\Jf(.A. INSPECTED APPROVED DISAPPROVED INSPECTED . '. . DATE . .4 . ....., BY: ' . INSPECTED: . APPROVED . DISAPPROVED . . . INSPECTED DATE BY INSPECTED APPROVED ______ DISAPPROVED'______ ........................ $ 'I QQqi# Real Municipal Water Dtstr c -'. COMMENTS: Engineering Oepr# ent (619) 438-3367 i.-: • .4.• •. ; • : . 4 . . . - . • , f,, - 4 . .4 . , . 0 . . .4 . .4,- 4 4 • . . -.: 0• .4.,.' 4 .4, , • .'4-_ ,; . . .- 4... ., . - , . . . - . '4 . .' 4-, ..,, ,..-' 4. .. . .. . . - - - .• . . , .- ,- . , , . . . '• ' :- • 4 . '. , •0 - 4 ,- .......- 0•0 Os , - ' ., 0 4 .4 , .- .4, - 'O -; - 4 1 . . - , . 4 4 . . ' , . . '4 , '- .0 4 , . : ''• ' - ' 4. - 4 4 JUL231981 CoSTA REAL - JI1UNICIPAL WATER DISTRICT- . .' - '.. - - Rev. 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire ' - AA FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86614 DATE: 72387 PROJECT NAME: Soup ?ntt ADDRESS: 1800 NUtOfl Rd PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT. cotiz t aest .NUMBER OF UNITS: CONTACT PERSON: I&L C$TU3t CONTACT TELEPHONE: . unk all. dept INSPECTED DATE BY: /JY. INSPECTED: APPROVED DISAPPROVED INSPECTED PATE BY: -- - INSPECTED: APPROVED DISAPPROVED INSPECTED. DATE BY: INSPECTED: APPROVED DISAPPROVED -ç .4 COMMENTS: . 4. ½ Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire r FINAL BUILDING INSPEcT!ON . RECOVM JUL 23 $8? PLAN CHECK NUMBER: -6I4 7-3-7 DATE: - PROJECT NAME:• Soup P1ntU ADDRESS: 1860 Marron Pd .• PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: const Rest! NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE: U%.k • all dept • . INS PECTE DATE INSPECTED: 3f 7 APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE - BY: INSPECTED: APPROVED DISAPPROVED I. COMMENTS: -• • - Rev. 1/86 • WHITE: Suspense BLUE: Water-District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire PLAN CHECK NUMBER PROJECT NAME: ADDRESS FINAL BUILDING INSPECTION . 86-614 DATE 7-23-87 Soup' .P1antat1or . . .. . . 1860 Marron Rd PROJECT NO.: _________________ TYPE OF UNIT CONTACT PERSON CONTACT TELEPHONE UNIT NUMBER: . PHASE NO.: cottat Rest NUMBER OF UNITS L&L Const uk all dept 1SPECT D ,/ INSPECTED BY:' 'INSPECTED . ' , BY ________________________ DAT UJSPECTED '7 APPROVED DATE. . . INSPECTED: . '• APPROVED . DATE '. ' " . . -• INSPECTED ____________ APPROVED Li" DISAPPROVED7. ______ DISAPPROVED ' DISAPPROVED COMMENTS . • • •• • Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire TO ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers 10505 ROSELLE STREET SAN DIEGO, CALIFORNIA 92121 (619) 453-5605 DATE 3c,77-27 J OB NO. ,.. PROJECT - LOCATIO4 PdAJ - Jo4Gd41O2L CONTRACTOR L 4 L ONER WEATHER r4L 0,64 TEMP. o ° at . P.M. PRESENT AT SITE THE FOLLOWING WAS NOTED: I have inspected the materials exposed in the footing excavations for the subiect buildinaCs). The materials consist essentially of w. .., .......... as anticipated in our &-/4ö investigation report. Accordingly, it is our opinion that the footing excavations have been carried to the proper depth and that the materials exposed are suitable for the support of footings designed in accordance with the recommendations presented in the investigation report for the project dated -1 -c73 updcde. r06c4 Our services consist of professional opinions and recommendations made in arenrcJnce with generally accepted geotechnical engineering principles and prarticPc. This warranty is in lieu of all other warranties either express or COPIES TO . ,. ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers 10505 ROSELLE STREET SAN DIEGO, CALIFORNIA 92121 (619) 453-5605 TO DATE - JOB NO. PROJECT LOCATION /J CONTRACTOR OWNER WEATHER TEMP. ° at A.M. ° at P.M. PRESENT AT SITE 'THE FOLLOWING WAS NOTED: I have inspected the materials exposed in the footing excavations for the > .subjectbuildlngTsj. The materials consist éssentillyof Jf as anticipated In our 0 investigation report. Accordingly, It is our 'opinion that the footing excavations have been -carried to the proper depth". and` that the materials exposed are, suitable for the support of footings F: .':. .:.':',..... ..........': ...• . •0 , .' dsIgrIr'äccôvdánce with, the" recommendation's presented in the F investigation report for the project dated Our servIce' consist of professional opinions land recommendations made in accordance with ge ac nerally cepted geotehnical engineering principles and practices. This warranty Is in lieu of ll other warranties either express or implied. f41i"• Z1. C C COPIES TO _ :... ' .. SIGNED C ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers 10505 ROSELLE STREET SAN DIEGO, CALIFORNIA 92121 (619) 453-5605 1) TO DATE — __0 / JOB NO. - PROJECT 1o) LOCATION CONTRACTOR OWNER WEATHER TEMP. ° at A.M. 0 a P.M. PRESENT AT SITE THE FOLLOWING WAS NOTED: I have inspected the materials exposed in the footing excavations for the subject buildingrsj. The materials consist essentially of 1L(- (e.ri,*iritQ as anticipated in investigation report. Accordingly, It Is our opinion that the footing excavations have been -carried to the proper depth and that the materials exposed are suitable for the support of footings • V.dsIg -:............ •..-.. .--..-. :...-. .- •--; i-. - • :-•' .. ...........•- -:--- . '4 dF I àcódá wit - 'the' ecornrnñdatl rese ted In the . 44Mp oJ .• Investigation report for the project dated . '•-' . •2-/2f7/4 Our services consist of professional opinions and recommendations made In accordance with qenerally aècepted:qeotehnIcal engineering principles and • practices. This warranty is in lieu of all other warranties either express or. Implied. 0 0 /J • /p ,46 — 44 C ( 0 e Ci?. .? t C. () L,.... Y () £-'' ' — '- / COPIES TO _:...- - _• 0• _ - SIGNED 0 ....... ..... .. ....... . - ..............- . . .•. ,-.. - /-•'- i' ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers 10505 ROSELLE STREET SAN DIEGO, CALIFORNIA 92121 (619) 453-5605 TO DATE JOB NO. PROJECT 522.jo LOCA ION A CONTRACTOR OWNER WEATHER TEMP. ° at A.M. ° at P.M. PRESENT AT SITE THE FOLLOWING WAS NOTED: I have inspected the materials exposed in the footing excavations for the >subject building(-Q. The materials consist essentially of C (-rd. as anticipated in our ).Q14fl7O) investigation report. Accordingly, it is our opinion that the footing excavations have been carried to the proper depth and that the materials exposed are suitable for the support of footings designed in accordance with the recommendations presented in the investigation report for the project dated tJ6-P3 "ALAtc.. -2grø 2/2i/J, Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and > practices. This warranty is in lieu of all other warranties either express or implied. 2 ,1nee /L 3 C ('2.) c,p .4wo ,z -C (4) £, &.4a, L) 74'AIiJ_.- A.-t-4 —jL,44 c YLC J1 COPIES TO SIGNED xec 2L INSULATION CERTIFICATION This is to certify that, in conformance with the current energy regulations (California Adminis- trative Code, Title 25, State of California*) and approved plans, insulation has been installed in the building located at: CARLSBAD SAN DIEGO cli, coupi, 1860 MARRON Street No. (it Available) - Shut LuIghIr TruetN•. DESCRIPTION OF INSTALLATION Roors 011 Type of Material _FIBERGLASS _ Manuhcturer_CERTAINTEED ThicknessiR Value °°_R30 EXTERIOR WALLS Type of Material_FIBERGLASSr Manufacturer_C.ERTAINTQ _Thickness_____..Value** !19 (Or Trod*Name) CEILINGS Type of ATTS MateriaL_FIBERGLASS Manufacturer_CERTAINTEED Thickness 3k" R Value*..8zB (Or Trod* M.rn.) Sq. Ft. Covered_._______ BLOWN Type of Material - - Manufacturer . Thickness No Begs_ (Or Tiede N.,o. Wt./Bag Sq. Ft. Covered___________ R Value° FLOORS Type of MateriaL_ _______________________ Manufacturer _________________________Thickness _....... R Veiue**_______ (Or Trade Rome) SLAB ON GRADE . Type of Material. - -_______ Manufacturer_______________________ Thickness_________R Value**- (Of Trade Nirn.) Width of Insulation -.Inches FOUNDATION WALLS (If required) Type of Material___________ ______. Manufacturer . Thicknese : R Value.......... (Or tilde Flemu) REMARKS (If daslred)_._............. General Contractor (Builder)-j:.- 1PSTRUCTI0NLiceuse Numbr.._ By . Title____________________________ Date- Sub-Contractor (Insulation Applicator) __IIATCIIWLON license Number- 382646 C-2 (Iniuletlor, (16',orrry Etc) (Slit. • SAM(" If urn. is O.nrnil Cotityidor) By_ Title ______________________ Date _22 JUL 87 ( Adminitt,ntiv. Code. Energy Insulation Standards, declarse. EXC em S•c. 1H75 of the Hoolth Se!. C. of the St. !'California ' U Compliance. Upon completion of lb. in,lallailon of letolollon. a card of Celifonhlo' certifying that the Inutatin ho, been Installed in conforo,once with the renulree,onl, of the,. regulation, ,hoil be comIeied and coecoted by 'No t.,llficoi• of occupancy or ,lrnliar certification that a n.wip con- the in,ulalian applicoto, and by ff bulidor Thu !...ulailen •f,uct.d hot.I opøilm•el house, hem* eq opft.q p'.,td.nllei cord thou be ported at a con,plcuor, location within the dwelling. dwelling I, babilabie chaff be t,.u.d by such a building d.partmot.t u.,1.., the strode,, at iu,t relIef.9 lb. minimum •n.rgy insulation "P Value I, the rno.r,ore of the ,e,l,tonce of a material or building standards established pursuant to this chapter." component to the pa,.nge of heat. The resistant. valu. (t) of ma,,.type - inrulation, thou not include any value for reflective lacing.) Eickard ' "Action will betaken per this memo unless the Architect Is notified otherwise. Distribution: By: 77? Pckard Ardaects 792. South Pntcr Anue \\hiitier. California 40602 V7a Ate,. 2'62,-15? pir'k,qM ' 2 d2 tA 'd1 Ad d 7Z 71 * ,LIdiI4I4J/ 6&I zJ i t. fr4 Ow a 6 Ié4'264 d' 44 r e0o ,, PLOW 0 V A" " it'I ~Pjl" tfr7'2 - PrdArdütects 7927 South Painter Avenue N Whittier, California 90602 213 • 945 • 8821 LETTER OF TRANSMITTAL To r"' c kard f&ecture 'ngmeenng, Cit Date •. 7&r7. VIA: - - Messenger. - UPS Blueprinter -Next Day UPS Mail - Air Express Express Mail - Other - Pick up We are sending you: 4... Herewith _Under separate cover Prints -Tracings _Specifications AL Other These are: (As checked below): - Approved - Not approved No exceptions observed Make corrections observed Revise and resubmit - Return ______ corrected copies Remarks For your approval -For review and comment Per your request For use on job .__For your files JUL 141987 CITY OF CARLSBAD Building Department enclosures received are S . listed above,notify . S pI .,4., •L- / Very truly yours, GROSSMAN & SPEER ASSOCIATES, INC. ; STRUCTURAL ENGINEERS 529 HAHN AVENUE, GLENDALE, CALIFORNIA 91203 (8181 507-1020 MEMORANDUM OPHONE 0 FIELD D CON F. TO: PICKARD ARCHITECTS DATE: June 10, 1987 7927 So. Painter JOB N0: 87007 Whittier, CA 90602 PROJECT Souplantation / Carlsbad Attn: Ann Davidson RE:,' Field Visit - Soffit Brace As requested, I have visited the site on June 10, 1987 The following items shall be noted as a result of the visit 1 Provide 2x4 diagonal brace (450 or flatter) with 3-16d face nails at each end to roof framing or soffit member at 6'0" each way . 2 Make corrections as below 1 APP -52IHF A',; AI7 4IPIP .t\',; __ 4 . ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (619) 560-1468 DATE: 2- 4- 7 [)APPLICANT fIcT JURISDICTION: OF- OPLAN CHEC FILE COPY PLAN CHECK NO: e(e'c 'it1' 1 1L EJUPS O DESIGNER PROJECT ADDRESS: /)i C0 c,JT ,1 PL, PROJECT NAME: ___ Fe. i-/,tJ 6.57 ,ij7 D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans 'transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and -resubmitted for a complete recheck. The check list transmitted herewith is for your information O The plans are 'being held at Egil Corp., luntil corrected: plans are submitted for recheck D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. - • The applicant's copy of -the check list has been sent to: 0 mr1-é1 Esgil staff did advise applicant that the plan check has been completed. contacted: • Date con ted: Telephone REMARKS: • :L. - t - C-,' q ,Ai • vii P 4!.t1,/AJ& - By: ,çZ8 00L/A)7 Enclosures: ESGIL CORPORATION go Esgil staff did not advise the applicant contact person that - plan rhrc has been ' .'•. ESGIL CORPORATION 9320 CHESAI'EAKE DR.. SUITE 208 SAN DIEGO. CA92 (619) 560- 1468 DATE: DA PL tGR T. 11i)RITI JURISDICTION: 7"-i ER DF'ILE PLAN CHECK NO: //.I-' LL D5 DESI PROJECT ADDRESS Cc,UT-1 PL.'ti' Te PROJECT NAME Pi)A/ A4J7 The plans transmitted herewith have been corrected necessry and substantially comply with the jurisdi * building codes The plans transmitted herewith will substantially comply . with the jurisdiction's building codes when minor deficien- / cies identified i,t.1 - areresolved and checked by building' department staff. r .The plans transmitted herewith have significant deficieiicies 7. identified on the enclosed check list andshouldbe corrected (/ and resubmitted for a complete recheck / - The check list traxismitted herewithifor'bur.'information/ El 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 t/e jurisdiction to return to the applicant contact Person/ The applicant's copy of the checklist has been.sent 0. Esgil staff did'not advise the applicant contac person that plan check has-been completed.. . Esgil staff did advise applicant that the p1 check has %been completed. Person contacted: Date contacted: . Telephone . A REMARKS r-,9-/,-L 7 ' 7)- -V_ r- - ZLr /?-e// rar • f2. '1 -. - - . , •. -. - TH-c Off7a/,'__Atr Li/)_z4/AJG / - / /2 ScOie zíe,,'i c7,oA} -O7 - I F F By ,g /,U7' Enclosures F ESGIL CORPORATION ESGIL CORPORATION. 9320 CIIESAI'EAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 56()- 1468 DATE: -. II,- 2 g ' DICANT JURISDICTION: C-/TC.J OF- C4 OPLAN CHECKER ) OFILECOPY PLAN CHECK NO: - f4L UPS [)DESIGNER PROJECT ADDRESS: IVO, Q o '/O7 PROJECT NAME EST,I,c,JT : The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans. transmitted herewith will substantially comply j with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans --transmitted herewith, have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the • jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: • • D,q,Jib P1C_Jq(eD JIf p,'W7E WI-tITT/E. •a4 Ej Esgil staff did not advisethe applicant contact person that ', plan, check has been completed. Esgil staff did advise applicant that the plan check has been. completed. Person contacted: Pv/D P/_I4faD Date contacted: ./o Telephone Telephone #-1-21-3-) 9çLS- / 0 REMARKS: • By: 46C OLfE&T Enclosures: /'E'D/X 5 ESGIL CORPORATION • • ., • • PLAN cHEcKNO.. /4. ,JURISDICflON: C- I TO: i9Vip P/c/'rEJJ qz'7 SOU7/,' P,/iJr' /ê IAJ/1iTT/& CA. ?Oc OaJPAl4CY:_____________ PFIWECT DATA BU]1DThG USE: 1ee37,' U I. ,rtVT. .TYPE OF ()NSTRUION: V Al ACTUAL AREA: .2i0 ' I1LABLE AREA: / ?, 000 S & STORIFS:____________ RKI: ___FT ____________ ...SPRflS: OCCUPANT LOAD: .2-30 FORRD: Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating .energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies. authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1982 UBC. ' The above regulations apply to construction, regardless of the code editions adopted by ordinance at the local level. The circled items listed need clarification, modification or change. All items have to. be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has PLAN CORRECTION SEEKI - been addressed, i.e., plan sheet, specification. GENERAL COMMERCIAL etc. Be sure to enclose the marked up list when you submit the revised plans. Date plans received by jurisdiction: 0 Date plans received by Esgil Corp.: _//Z Date initial plan check completed: . II/z5/. By: •frn& oL//J -7 • . Applicant contact person: • jIlL) • 14 Tel. CZ I NOTE: PACE NUMBS ARE NOT IN SEQUENCE DELETED. - - List No.30, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS I . . . 4/23/86 JURISDICTION____________________ PLAN CHECK NO. - 6 41- DATE BUILDING AREA, HEIGHT AND STORIES DATA SHEET TYPE OF CONSTRUCTION/ALLOWABLE AREA ANALYSIS Building Designation Type Construction Shown V - Al Number of Stories and Height / _2€,t fT Basic Allowable Area 00 61 Increases For Multi-Stories For Yards Feet On Sides For Sprinklers )< Total Allowable Area M. 0 Z> Actual Area Total Area Separation Walls Yes Yes No Yes No Yes No Yes No Over Area Yes 0 ?es No Yes No Yes No Yes No Over Height Yes Yes No Yes No Yes No Yes No Over Stories Yes Yes No Yes No Yes No Yes No DS486 A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-11468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. B. GENERAL 0 Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner- and the responsible design professionals on the Title Sheet.- () All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the design. Please include the - - California license number and the date the plans are signed. - Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, structures, walls, etc. included under this application.. -Any portion of the project shown on. the site plan that is not includedwith the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a- Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group A - 3 Description of Use Type of Construction V A) Sprinklers: Yes or No q15- Stories Height Floor Area Justification to exceed allowable area in Table 5-C.- Justification to exceed allowable height or stories in Table 5-D. C. SITE PLAN • Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, streets, existing and proposed - buildings and structures, location of yards used for allowable increase of building area and - dimensioned setbacks. 100 Provide a statement on the site plan - stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". 5. Cfic-/ f"i#-L 57S OF Ct d /AJS ,a. - -1A/,17L.(. IAJCLM.D L/cJg /i/qyioI) /MJO T/& - 2DP-7& P64 AA --- S/ /U). - • - S • • - Clearly designate on the site plan existing buildings to remain, existing buildings to be, demolished, buildings to be constructed under this permit and any proposed future buildings. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plaits. (i). Clearly dimension building setbacks from property lines, Street centerlines, and from all adjacent buildings and structures on the site plan. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. (j) Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients'of cut or fill slopes. Show dimensioned parking layout' including any required handicap access spaces. () Show the location of any designated flood plains, open space easements, or other: development restricted areas on the site plan. D. LOCATION ON P1)FKrX When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c).. An exception is provided if the combined area of the buildings is within the limits specified in Section, 505 for a single building. If'this 'exception is used, show how the building(s) will comply with Section 505. 3 4/23/86 0 Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court -walls, per Section 504 (c'). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). () The exterior walls less than 90 feet to a property line or an assumed property line, shall be fire-rated construction. Section ZZ 03 7. Exterior walls shall have a 30 inch parapet when less than a 0 feet to a property line .or an assumed property line. (See exception,, Section 1709.) () The exterior wall shall have protected openings (3/4 hour) when closer than /0 feet to a property line or an assumed property line. Section 2-2 03 (-b () The exterior walls shall have no openings when closer than feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section • Z-2_ 03 -€b•)-; Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. ' )6 Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. 2 Projections over public property must comply with Chapter £e5. S a( Projections may not extend more than one-third the distance from the exterior wall to -the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304 (c). When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered passageway connecting separate - buildings must comply with the requirements for an arcade. Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into - yards where protection of openings is required. Section 3306 (n). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire- assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d). 4 4/23/86 yr Structural elements exposed in walls required to be fire-resistive construction due to location: on property must have the same fire-resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. ($). Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section Z-7 03 E. BUUDIW. MM& S When a building has more than one occupancy, the area shall be such that the sum of the ratios .of the actual area divided by the - allowable area for each occupancy shall not exceed one. Section 503 (a). As shown, the building(s) is/are over area for the Type of ConEtruction shown. Table 5-C. The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506. • No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506. Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the sory in whichit is located. Section 505 (c). A basement need not be included in the total allowable area, provided such a basement dOes. not qualify as a story nor exceed the area permitted for a one story building. Section 505 (d). • Exit doors should swing in the direction of egrees when serving occupant load of 50 or more. Section 3303 (d). See doors 115. Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3304 (c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24 2-3303 (c).] Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet.. Section 3304 (e). The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3302 (b). Section 3304 (e). In consideration of door thicknesses, panic hardware, door swing etc., the required exit widths have not been furnished. See door - Regardless of occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door. Section 3304 (h). Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305 (d). Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304 (g). 3$'. A door may open over a stairway landing provided the door, many position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stairway. Section 3306 (g). ,W.2. Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stairways. Minimum size landings and landing clearances must be provided. 'Sect ion 3307. Stairway width must be at least 44 inches when serving more than 50 occupants; 36 inches when less than 50; 30 inches when used as a private stairway serving less than 10 occupants. Section 3306 (b), Section 3301 (b). 2(. Seventy eight inch minimum headroom clearance for stairways should be indicated on the plans. Section 3306 (p). Note that this is from a plane tangent to the stairway tread nosings. )Z. Stairway handrails should not project more than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306 (b). Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x @ 16" O.C. mailers. Section 3306 (m) (n). If/27. Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not less than 5 feet. Section 3306 (g) and Section 3304 (h). 4. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within5 feet of tub or shower floor). Section 5406 (d) 5. - P. ROOF A fire-retardant roof covering is required. See exceptions under Section 3202 (b). Specify roof pitch. }(Roof pitch is not adequate for roof covering specified. Specify minimum pitch of Specify roof material and application. Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC. Specify roof slope for drainage or design to support accumulated water. Section 3207 (a). ZIS. Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). '1 Show the legal basis to allow roof drainage to flow onto the adjacent property. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or .60 LF (9,000 sq. ft. and 100 LF, if sprinklered). Section 2516 (f). B-2 and B4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. y. Provide skylight details to show compliance with Section 3401 and .5207 or provide ICBO or other recognized approval listing.. Provide plastic roof panel details to show compliance with Section 5206 or. provide ICBO or other recognized approval listing. 1)6? Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205 (c). V. Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205 (c). Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq. ft.and there is not provided at. least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided' on only one side and the opposite side is more than 75 feet away. Section 3802 (b). Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings man exterior wall. Section 3802 (b). Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floors shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors. Section 3802. it PVfDL 7WE £CO P2ovL I\ r' T/' ,2co, • - • • 15 - • - 4/23/86 • - :. -• Provide fire sprinklers Section 506, 507, 508 or 3802., See also jurisdiction ordinance. When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. Provide class standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. R. FOUNDATION )8 Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC : . Section 2905. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans.. (When required by the soil report). 3W.-The foundation plan does not comply with the following soil report recommendation(s) for this project Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. Note on the foundation plan that: "Prior to, the contractor requesting a Building Department foundation inspection, the soils engineer shall ,.advise the Building Official in writing that: the building pad was prepared in accordance with the soils report: the utility trenches have been properly •• backfilled and compacted, and; C. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect.. Chapter 29. Show height of all foundation walls. Chapter 23. • ).9 Show height of retained earth on all foundation walls. chapter 23. I4141 Show distance from 'foundation to edge of cut or.f ill slopes and show slope and heights of cuts and fills. Chapter 29. - Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7.' Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundations per Table 29-A. NUUBEROF FLOORS SUPPORTED SYTHE I I THICKNESS OF I FOUNDATION WALL IIIWII.R) I I WIDTH OP I FOOTING I IkIOIN) I I THICKNESS I OF FOOTING (I,IcM) DEPTH BELOW I I UNDISTURSEO I I oaouo I SURFACE I UNIT FOUNDATION1 CONCRETE MASONRY I I (lnh..) I 6 I 6 12 I 6 12 I 2 I S S IS Li I 18 I 3 .10 10 IS 8 24 l.91 Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 -(e). 2)èt5 Specify size, ICB0 number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). 31 Show size, embedment and location of hold down anchors on foundation plan. Section 2303 (b) 4. ö) Note on the plans that hold down anchors must be tied in place prior to foundation inspection. Show adequate footings under all bearing walls and shear walls. Section 2907 (d). 27( Show stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. 2e Show pier size, spacing and depth into undisturbed soil. Table 29-A. 27( Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. 17 4/23/86 Show minimum under floor ventilation equal to 1 sq ft., for. each 150 sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. e4 Specify that posts embedded in concrete shall be pressure treated per IJBC Standard No. 25-12. Section 2516 (c) 1. S. MASONRY j4. Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) -regarding ties and 9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. Show height and construction details of all masonry walls. Chapter 24. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over Q in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. 21 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. r Section 2212 (j) 3. A. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). 2fr Wood stud bearing walls, with studs at 24" MISCLA1XJS o.c., require 3 6a. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x 4 top plates if supporting either floor 3$'Show light and ventilation, for areas members or roof trusses that are spaced more customarily used by people, will comply with than 16" o.c and do not bear within 5" of the Section 605. supporting stud. Section 2517 (g) 2. 2k(Proiride details of restrooms to show Specify plywood grade and panel compliance with Section 510 (b), regarding identification index. Table 25-N. floors, walls and showers. 2) When roof pitch is less than 3:12, design S.M . Provide restrooms for each sex if the number ridge as a beam. Section 2517 (h). of employees exceeds 4 and both sexes are employed. Section 705 (B occupancy). 3w'. If foundation cripple wall studs are less than 14" framing shall be solid blocking. Show unenclosed floor and roof openings, open Section 2517 (g) 4. and glazed sides of landings and ramps, balconies or porches more than 30" above grade 2) Cripple wall studs exceeding 4 feet in height or floor, and roofs used for other than service shall be 3 inch by 4 inch or 2 inches by 6 to the building have 42" minimum height inches when supporting 2 stories. S guardrail, through which a 6" sphere cannot Section 2517 (g) 4. pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for Show plywood sheathing over exposed eaves, or, exit facilities serving more than 50). other weather exposed areas, is exterior grade. Section 1711. Table 23-B. Section 2516 (g) 3. Tfl1.E 24 &MMICAPPED AS Show a weep screed at the foundation plate line on all exterior and stud walls to be Provide note and details on the plans to show stuccoed. Section 4706 (e). compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may Ridges, hips, and valleys shall be at least -be more restrictive than the UBC. one size larger than supported rafters. Section 2517 (h) 3. EKE= (X)NSVIrION 3f. In open beam construction, provide strap ties )&. Provide mechanical plans, plan details, across the beams at the ridge support. calculations and completed forms to show Section 2501 (b). compliance with state regulations for energy conservation. 258. Provide electrical plans, plan details, calculations and the completed Form. to show compliance with state regulations for energy conservation. 20 4/23/86 / Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". Please see additional corrections, or remarks, on the following page. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone numberof 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact g - 17oL-(Ek'-re- at Esgil Corporation. 1 Thank you. • Enclosures: • 1. • 21 4/23/86 ADDITIONAL CORRECTIONS: 261. Detail 2 on sheet D-1 refers to sheet FS-12. . Where is sheet FS-12? 262. Show 6 x 12 for beam B7, per sheet R4 of the calcs. S 263. Show 6 x 14 for beams B8 & B10, per sheetR5 of the calcs. .264. Show 2'-6" SQ FT'G for- C30, C33, & C36, per sheets F3 &.F4 of the calcs. MECHANICAL . 265. ' Clearly 'identify Type IIkitchenhoods, and Type I (grease) hoods on the plans. •. .266. Two layers of 5/8" Type 'X', drywall, is not a. one-hour rated wall Show full one-hour rated -: grease 'hood.ducts enclosure. ' • 267. :The make-up -air' unit must supply 'room air • equal .to ..the 'amount of the exhausted. (a) All 'of the air from : EC-1 must be supplied to the rooms with kitchen hoods EF-1, EF-2, and EF-3. (b) The make-up air from AC-i is only 600 CFM and EF-4 is rated at 1012 CFM UMC, Section 2003 (i). S ' PLUMBING • , Provide 1/4" per' 12"slope on all waste and drain lines per UPC, Section 404. Provide a plumbing vent at each fixture or show compliance with UPC Appendix B and Section 615 (see attached sheets). Maximum trap arm length for 3" line is 6'0", per'UPC S ' • Table 7-1. ' • ' S • ' , 271. Provide grease trap,-UPC, Section 712. g "C; .u3 3. 3 5• -• - o ._ . -. -. s a a a 01 14 C. J- 5. OC OVj l 5 ..._.,. fl .•ca.c. In5 C -• C. 0 01 to 4. w I. - 4 s 5.., $1-•51_.•C. cr 55 o ot is _.'1 _.o. .6500o ..._ 5 _Al• t.3 oz.c •_ II -.11 9 w - S VA A 0. & l ss• - •. -. 0 ... - . 0.53 C nfl g. a 015._N a'n 2J.a 5a. 0101. . a 50 o E-r 03 0 n01n-• 2 -. 9.c '.o-00 0 ' 5. nn01cs.fl. 3 3 5 IdI0.1. R* -.os.. QI fi a49.0 fl5....1 0 g7 In 0_0...tn a ;a.o 0 >1 •.a'z5 "a g s ;;.s n. 1 2.°sa3- .s• gOIl "4. u 5a_s g.n a a - n. 01 •• -a o 5 .n.._ 5' 'E-. .rgo .a •' ?-- 0' 0 _Il_5 . .'" 0 II I. fl* c.o "o -'o -. ,_ II .<.-, 01 c gaO' Wna o _o 23Il s fl •'< ° 00" n 5.00 5 Q_ . . a_n •.0 s2 -2s.0 s-.g•s-n o.2 0.15VI 0 05.5 fl0.I15. C 3-o _3 5 5' .j 5so_ - oo - . o- 0 n. 8< C3_ .- 53_fl w- 0..n 3 a ..o •' 001 5 0 I 0.-' .2. .cr 0.12, orjF nc . a os si Cg ft i - 5.1_.3 O 5 II 3 I M. 3 fl . 5. 001 O'0 01 5.5.0., 05....Ø'4 2-2 .4 00 N11 nsa3a ,..g 55. -- .2 C. '..a °'o5.c.' IlO.' as_5 RW A a i:li -2 ;. _0.,, go 3C..0 5.&5 Fr 4 _O 01 si. 501, 523'S n'20 110. 'PI 5. O'0 0.P ,..'lIl fi o Don01o.c a E_-g -.'ng.g 5. n85' 4-0 S.'Pr C) 0 tT1 C) '-3 0 z PACE 2 of a water closet comportment shall be not less that 48 inches as measured at tight angles to com- partment door in its dosed position. Single accommodation toilet facilities ,i',sll have the I foilovsrsqs There shall be sufficient apse. in Use toUt room for a ,neelcflair .as- using 30 inCheS side by 48 incrie, long to enter the room and Sorest the door to close. The aster closet shall be located in a SP5CO ,P,ICh provides a 28 men side clear space from a fix- ture or a 32 inch side clear apace from a well at ase aid, of the eater closet and 48 inches at clear space In front at the ester closet. in an existing building a single accommodation toilet facility may have the water closet fixture located in a compartment which provides a clear space of not less than 36 inches wide by 48 inches long its front p1 the water closet. ,Y Crab bass lucated on each side, or one aide of the back of the physically handicapped toilet stall or compartment shall be securely attached 33 inches above and parallel to the floor. Crab bars at the side shall be at least 42 inches long with the front end positioned 24 inches in front of the water closet stool and grab bats at the back shall be not less than 36 inches long. The diameter or width of the gripping surfaces of a grab bar shall be VA inch to lVi inch or the shape shall provide an equivalent gripping surface, If grab bars are mounted adjacent to a wall, the space be- tween the wail and the grab bars shall be I Vs inches. ,L A clear floor space 30 inches by 48 inches shall be provided in front of a lavatory to allow a forward approach. Such cleat floor space shall adjoin or overlap an accesible route and shall extend into knee and toe space underneath the lavatory. Where urinals are provided, at least one shall have a ( clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach. Ssere facilities for bathing are provided for the public, clients or employees. includIng shoevr,, bathtubs or lockers, at learnt ass such facility shall corply with the handi- cap access standards in Section 2-51].(a)9. 114 inch thick identification symbols shall be provided-on doors to sanitary facilities. A 12 inch triangle for men and 12 inch di.- motor circle for vomem is required. /WATER CLOSETS (SEC. 5-1502) ,k'The height of accessible water closets shall be a min- of 17 inches and a maximum of 19 inches measured to the top of the toilet scat. Flush controls shall be operable by an oscillating handle with a maximum operating force of 3 lb or by a remote low voltage button. The handle or button shall be located so they are operable without requiring excesssve body movement. )/'URINAL.S (SEC. 5-1O3) ,Z Where urinals are provided at least one elongated rim at a maximum of 17 inches above the floor is required. '2. Flush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor. (3 ,VATOR1ES(SEC. 5-1504) X. Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee clearance under the front lip ex- tending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe clearance shall be the same width and shall be a minimum of , Il inches deep from the front of the lavatory. LZ Hot water and drain pipes wider lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. 3. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force r.uired to activate controls shill be no greater than 5 lb. Lever-operated, push-type and electronically controlled mechanisms are example, of acceptable designs. Self.doiing valves are allowed if the faucet remains open-for at least 10 seconds. )#0&INK1NC FOUNTAINS (SEC. 5-1507, 2-511) The drinking fountain shall be a minimum of IS inches in depth and there shall be cleat and unob- structed spaces under the drinking fountain not less than 27 inches in height and 18 inches in depth, the depth measurements being taken from the front edge of the fountain. A side approach drinking fountain is not acceptable. 10, The bubbler shall be activated by a control which is easily operated by a handicapped person such as a hand-operated lever t.pe control located within 6 inches of the front of the fountain, a push bar control along the front of the drinking fountain, etc. The bubbler outlet orifice shall be located within 6 inches of the front of the drinking fountain and shall be within 36 inches of the floor. The water stream from the bubbler ihall be substantially parallel to the front edge of the drinking fountain. j Where water fountains are provided, they shzU be I located completely within alcoves, or otherwise positioned so as not to encroach into pedestrian ways. OORS & HARDWARE (SEC. 2.3301 3304) VAll primary entrances to buildings shall be made accessible to the handicapped. 2,,'Hand activated door opening hardware shall be i' centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti- vated and which are in a path of travel, shall be oper- able with a single effort by lever type hardware, by panic bass, push-pull activating bass, or other hard. ware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction. Doors to individual hotel or motel units shall oper- ate similarly, except that when bolt and unlatching operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full bow or 1'4 inch (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate dead lock activation on room side of corridor doors in hotels or motels shall have lever handle or large thumb turn in an easily reached location. /Width and Heights. I. Every required exit doorway AWL be of a size as to permit the installation of a door not less than 3 feet in width and not less than 6 feet, 8 inches in height. When installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the exitway is not less than 32 indies. For hinged doors, the opening width shall be mea- sured with the door positioned at an angle of 90 degrees from its closed position. At least one of a pair of doors shall meet this opening width require- ment. Revolving doors shall not be used as a required entrance for the physically handicapped. 1 Maximum effort to operate doors shall not exceed 8.3 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When lire doors are required, the maximum effort to operate the door may be increased not to exceed 15 pounds. _A/Construction. The bottom 10 inches of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creaarsg a trap or hazardous condition. Where narrow frame doors are used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Thresholds shall not exceed Vs inch in height. Where turnstiles are used a door or gate that is accessible to the handicapped shall be provided within 30 fret- '_%0' aSsaIl be a level clear area as each aide Of an cut or passage door. Provide 60 inches clear in the direction of the door suing and 44 incises as the side opposite the door acing direction. Peseure.ents or* to be at right angles to the closed door. 102385 APPENDIX B COMBINATION WASTE AND VENT SYSTEMS Explanatory notes on combination waste and vent systems. Approval required. Plans and specifications for each combination waste and vent system shall be first approved by the Administrative Authority before any portion of each such system is installed. Duplicate layout drawings of each proposed piping system must be presented to the Department having jurisdiction, and approval obtained before any installation is made. Complicated layouts should be checked by qualified personnel. Limitations Combination waste and vent.systems shall be permitted only where structural conditions preclude the installation of conventional systems as otherwise prescribed by the Code. Unless specifically required or permitted by the Administrative Authority, no vertical waste pipe shall be used in any such system, except the tail piece or connection between the outlet of a plumbing fixture and the trap there for. Such tail pieces or connections shall be as short as . . possible, and in no case shall exceed two feet (0.6 m). 3. Except where permitted to discharge into a wet-vented mobile home park drainage system, no water closet or urinal shall be installed on any such system. Other one, two or three unit fixtures remotely located from the sanitary system and adjacent to a combination waste and vent system may be connected to such system in the conventional manner by means of waste and vent pipes of regular sizes, providing that the two pipe size increase required in subsection (d) of this section is based on the total fixture unit load connected to the system. Sinks, lavatories and other fixtures that rough in above the floor, should not be permitted on a combination waste and vent system, which, at best, is merely an expedient designed to be used in locations where it would be structurally impractical to provide venting in the conventional manner. Due to its oversize characteristics, such a waste system is not self scouring and consequently care should be exercised as to the type of fixtures connected thereto, and to the location of cleanouts. In view of its grease producing potential, restaurant kitchen equipment should not be connected to a combination waste and vent system. Caution must be exercised to exclude appurtenances delivering large quantities or surges of water (such as pumps, sand interceptors, etc.) from combination waste and vent systems in order that adequate venting will be maintained. Small fixtures with a waste producing potential of less than seven and one half (7.5) gallons per minute (0.47 L/s) may be safely assigned a loading value,of one unit. Applications Combination waste and vent systems shall be permitted only where structural conditions preclude the installation of conventional systems as otherwise prescribed by the Code. Combination waste and vent systems are intended primarily for extensive floor or shower drain installations where separate venting is not practical, for floor sinks in markets, demonstration or work tables in school buildings, or for similar applications where the fixtures are not adjacent to walls or partitions. Mobile Home Parks may be wet vented by means of a combination waste and vent system. Installation 1. Minimum grade runs. Long runs should be laid at the minimum permissible slope in order to keep tail pipes as short as possible. • • • a. A minimum slope of one quarter inch per foot (20.8 mm/m) is required for less than four inch (101.6 mm) pipe. . . 385 b. A minimum slope of one eighth inch per fo o t ( 1 0 . 4 m m / m ) i s a l l o w e d f o r f o u r i n c h ( 1 0 1 . 6 m m ) and larger pipe. 0 2. Branch grade limited by tail pipe. Tail p i p e s s h o u l d n o t e x c e e d t w o f e e t ( 0 . 6 m ) i n l e n g t h w h i c h may. necessitate slopes up to forty five d e g r e e s o n s o m e b r a n c h e s . S e c t i o n 6 1 5 ( e ) o f t h e UNIFORM. PLUMBING CODE prohibits v e r t i c a l w a s t e s o t h e r t h a n t a i l p i p e s . S e e F i g . B - i . Figure B-I 3 Venting a Where vents connect to a horizontal dr a i n a g e p i p e , e a c h v e n t p i p e s h a l l b e t a k e n o f f a b o v e the center line of such pipe ahead of the tr a p b e i n g s e r v e d . . b. Each combination waste and vent sys t e m s h a l l c o n s i s t o f a w e t v e n t e d i n s t a l l a t i o n o f w a s t e piping as hereinafter provided in this sec t i o n i n w h i c h t h e t r a p f o r o n e o r m o r e p l u m b i n g fixtures is not separately and independent l y v e n t e d , a n d i n w h i c h t h e w a s t e p i p e s o r p i p i n g shall be provided with an adequate vent or v e n t s t o a s s u r e f r e e c i r c u l a t i o n o f t h e a i r t h e r e i n , and in which any branch more than fiftee n f e e t ( 4 6 m ) i n l e n g t h i s s e p a r a t e l y v e n t e d i n a n approved manner. The area of any vent i n a c o m b i n a t i o n w a s t e a n d v e n t s y s t e m s h a l l b e at least equal to one-half the cross sectional a r e a o f t h e d r a i n p i p e s e r v e d . . c. It is essential that the pneumatics of such a s y s t e m b e p r o p e r l y e n g i n e e r e d a s t h e a i r p r e s s u r e within the line must at all times balance th a t o f t h e o u t s i d e a t m o s p h e r e i n o r d e r t o p r e v e n t t r a p seal loss or air locking between traps. L o n g m a i n s s h o u l d b e p r o v i d e d w i t h a d d i t i o n a l r e l i e f vents located at intervals of about one h u n d r e d f e e t ( 3 0 m ) . E a c h s u c h r e l i e f v e n t s h o u l d equal approximately one-half (4) of the area of the wet vented drain served. . Cleanouts . . • a. Cleanouts may not be required on any w e t v e n t e d b r a n c h s e r v i n g a s i n g l e t r a p w h e n t h e fixture tail pieces or connection is not l e s s t h a n t w o i n c h e s ( 5 0 . 8 m m ) i n d i a m e t e r a n d • provides ready access for cleaning. 0 0 • • . b. Cleanouts on a combination waste an d v e n t s y s t e m w i l l b e r e q u i r e d a s p r o v i d e d i n S e c t i o n 406 UNIFORM PLUMBING CODE, with t h e e x c e p t i o n o f t h e b r a n c h c l e a n o u t d e s c r i b e d i n 4 (a) above Sizing 1 Waste Trap and Tail Pieces a. Example of Sizing 0 0 • A floor drain normally requires a two(inch (50. 8 m m ) t r a p a n d w a s t e , O n a c o m b i n a t i o n w a s t e • and vent system both the trap and waste m u s t b e i n c r e a s e d t w o p i p e s i z e s ( t h r o u g h 2 W a n d . . 3") (63.5 & 76.2 mm) which would make th e t r a p t h r e e i n c h ( 7 6 . 2 m m ) , ( p i p e s i z e s r e c o g n i z e d I • 386 . DRAIN AND TRAP WASTE VENT TALPIECE SIZE SIZE SIZE SIZE 388 3d 388 3" 4*1 4*1 388 411 58* 588 488 Figure 13-2 for this purpose are 2" 2W, 3' 3'/ 4", 4W 5' 6' etc.). The tail piece between the floor drain and its trap should be two inches (50.8 mm) (or normal size) to insure that the amount of waste water entering the trap only partially fills the waste branch. 'A three inch (76.2 mm) floor drain would thus require a four inch (101.6 mm) trap, a four inch (101.6 mm)floor drain, a five inch (127 mm) trap, etc. for the reasons previously stated. 2. Sizing Vents The area of any vent installed in a combination waste and vent system shall be at least equal to one-half the cross-sectional area of the drain pipe served. Each such relief vent shall be at least one-half the area of the wet vented drain served. Example: If the fixture load dictates four inch (101.6 mm) floor drains, Section B5.1 Appendix B requires that the drain be five inches, (127 mm), or two pipe sizes larger, then the vent must be at least one-half the area of a five inch (127 mm) pipe. The Table of Areas at the rear of the UNIFORM PLUMBING CODE, gives an area of 19.6 square inches (0.12 m2) for a five inch (127 mm) pipe. Half that area is 9.8 square inches (0.06 m2). This would require that the terminal, and any relief vents-be four inch (101.6 mm) pipe. 3. Terminal Vent - The terminal vent must be placed downstream of the last fixture. This will give a washing • action to keep the base of the vent clear. The vent must take off above the center line of the waste. A low use fixture such as a drinking fountain may be connected to the terminal vent. This will also help wash the vent clear. 387 PACE 3 - f ELEVATORS (SEC. 2-5103) Z. At least one elevator shell have a minimum In- aide car platform of 6 feet 8 inches wide by C feet 3 inches deep with a winiva.,, clear opening width of 42 inches in buildings more then three stories in height and in all buildings where elevators are required. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of more than 50 shall have a emit..,, inside car platform of 5 feet 8 inches wide by 4 feet 3 Inches deep. Doors shall be 3 feet clear aid. slid.-type. ). Passenger elevators in buildings other than those required in No. I above and serving an occupant load of less than 50 shall have a minimum inside car platform of C feat 6 Inches wide by 4 feet 6 inches deep. The door Opening shall be at least 2 feet 8 inches clear width. ,4. All passenger elevators shell have handrail lo- cated 2 feet 6 inches to 2 feet 10 inches above the cur platform. ) Elevator car operation buttons need to be with- in reach of wheelchair users and of a type that blind or partially sighted persona can identify as required by Section 2-5103(m) Wheelchair lifts shell comply with Sec.2-5106 tj/ REF= AREAS (SEC. 2-3303 )rzRE SIARSHAI. REGULATED OCEUPMCIES) Every multi-story building where access is pro- vided for the physically handicapped shall have designated (signed) room, or areas on each floor to provide safe refuge for the handicapped. Refuge areas are not required on stories Opening to grade or with ramps to grade or in stories • used only as service basements or only for park- ing- 0. TELEPHONES (SEC. 2-511) General. It public telephones are provided, they shall comply with Section 2-511(d) (3) ELECTRICAl. (,) Electrical receptacles (15, 20 and 30 amps) shell be at least 12 inches above the floor. Section 3-210-50(e) (> Switches and controls for lights, appliances, coaling, heating and ventilating equipment shell be not less than 3 feet mar more than 4 feet above the floor. Section 3-380-8 Cc) fire alarm initiating devices shall be 38 inches • above the floor, ground or sidewalk. Section 3-760-3.1 SPECIfIC OCCtANC'r RCQUIRE?NTS Diapters 2-6 through 2-14 have specific occupancy requirements for access in addition to the general requirements Listed above. Provide rotes and do- tails to comply with_____________________________ The width of the required level area on the aide into which the door swings shell extend 24 inches past the strike edge for exterior doors and 18 inches pest the strike edge for interior doors. The space between two consecutive door openings ' in a vestibule serving other than a required exit stairway shall provide a minimum of 48 inches of clear apace from any door opening into the vestibule when the door is open 90°. Doors into a vestibule shell swing in the same direc- tion or they both shall swing away from the vestibule. - CORRI05S AW EXIT 3A*.C5ICS 'SEC. 2-3305) Corridors that exceed 200 f.e in length shall: a. Have a minimum clear width of 60 inches; Is. Have at a central location, a 60 Inch a 60 inch minim.,, wheelchair turning/passing - space; or Have at a central location, an Intervening cross corridor (minim, 44'); or Have at a central location, an operable door which provides complying access to an area adjacent to the corridor. /STAIRWAYS (SEC. 2-3306) Nandrails shall extend a mini,., of 12 inches beyond the top nosing and 12 inches plus the •. / tread width beyond the bottom nosing. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface and shall have a smooth surface with no sharp corners. the upper approach and the lower treed of each interior stair and every tread of exterior stairs shall be marked by a Strip of clearly con- trasting color, at least 2 inches wide, placed parallel to, and not more than 1 inch from the nose of the Step or landing to alert the visually • Impaired. (Applies to stairs with 2 or sore riser,) Open stairways are not permitted. Riser. Shall be sufficiently solid to prevent the p.aaaqe of objects larger than 1/4 inch. /. Treed surface, shall be slip-c'eaistant and shall have sesooth, rounded or chse(ered exposed edges. The lover front edge shall be beveled or rounded. / Nosing shall not project more than 1-1/2 Inch past the fees of the riser below. 4 RAMPS (SEC. 2-3307) )'. The gape o(a ramp shall not exceed lin 12. 2( The top landings on * ramp must be at least 60 inches in depth. of If a door swings onto a top landing the landing depth shall be not leis than 42 inches plus the width of the door. The top landing shall have a width not less than its ,depth. $ The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramps and 18 inches at interior ramps. 6'. The bottom landing shall be not less than 72 inches deep. ,7. Intermediate landings shall be provided at turns and whenever the change in level exceeds 30 inches. 4: Intermediate landings on straight ramps shall have a depth of not less than 50" Intermediate landings on ramps that turn greater than 30 degrees shall be , not less than 6 feet in depth. Ramps shall be not less than 4 feet wide. )L Ramps serving a primary entrance for an occupant - load of 300 or more shall be not less than 5 feet wide. Handrails shall be placed on each side of each ramp and shall extend 12 inches beyond the top and j bottom of the ramp. 2. Surfaces of ramps shall be slip resistant. 102385 TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy.use during periods of nonuse or alternate uses of the building spaces or zones served by the,system; Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and.cooling are provided; Provide a range of temperatures up to 10°F in which no heating or cooling is provided to the space, if the HVAC system has both heating and • • cooling capability; • 5. Be able to terminate all heating at 70°F or less; • and 6. Be able to terminate all cooling at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315(a) 4, 2-5315 (a)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC. system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. - Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible'.' means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, or that control each lamp in • a space independently meet the requirements of this section. (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. I' Occupant Operating and Maintenance Information to be Provided by Builder The builder shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California • Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limi€ the outlet temperature. to a maximum of 110°F) Section 2-5314, Table 2-53G. TITLE 24 CONSTRUCTION COMPLIANCE STATEMENT REQUIREMENTS (To be noted on plans or specifications) CONSTRUCTION COMPLIANCE (a) Prior to occupancy of the building, the person responsible for the construction or installation shall provide the building department a signed statement, showing the building permit number, and listing all the manufactured devices in- stalled, including the name of the manufacturer, model number date of manufacture, manufacturer's stated efficiency, including the source cooling power index, source heating power index and fan performance index of each HVAC system. In lieu of the list reference may be made to the plans and specifications, if all the above in- formation was contained in the plans and specifications. Each document shall be signed by the person re- sponsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, building designer, general building contractor, or specialty con- tractor, licensed or registered to practice by the State of California; or shall be the building owner if he or -she is allowed by law to prepare the document. If more than one person has responsibility for building design or construc- tion, each person may prepare and sign the document or documents applicable to that portion of the design or construction for which the person was responsible; or the person with chief responsibility for design or constructionS may prepare and sign the document for the entire design -or construction. INSULATION CERTIFICATION Prior to occupancy the insulation installer shall post in a conspicuous location in the build- ing, a signed certificate containing the build- ing permit number and stating the insulation was installed in accordance with the.approved plans and specifications. The certificate should also show the manufacturer's name, material identifi- cation, "R" value and, for blown insulation, the minimum weight per square foot consistent with manufacturer's design data. Date: Jirisdiction - Prepared by: S Bldg. Dept. VALUATION AND PIN CHECK FEE Q Esgil PLAN CHECK NO. BUILDING ADDRESS NO 0 C4 - -' APPLICANT/CONTACT PftU/ P/Cft PHONE NO/Z/ 5) -__z,i BUILDING OCCUPANCY - DESIGNER PHONE_____________ TYPE OF CONSTRUCTION V- Al CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AR, VALUATION MULTIPLIER VALUE IzAAJ 7-S f2o?' [_5L,OO 7L3 Z-32- H I _________________________________ ___________________________ ____________________ • 1• SI '' 'S S • L ___ ___ AirConditioninE S • —__Commercial + 2z0t'• _________ zz9g._ Residential • T Res. or Comm. FireSrir.klers _______________ @ • 'i"' Total Value 1 i 1-7 Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) DHandicappedRegulaLions (Fee x 1.065) Building Permit Fee $SS I)_go,_co Plan Check Fee $ S $ 2?7 3 C 0 M M £ N TS: • Ak&A 'J LAJ '+) , S - 8/4/82 PLAN CHECK NO. v W--7e -73&77M 2 ADDRESS DATE PLANNING. ZONE: TYPE OF PROJECT AND USE: 1' SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS CARLSBAD ____ SAN MARCUS SETBACKS: FRONT j_- SIDE REAR '- DISCRETIONARY ACTIONS:____________________________________________________________ REDEVELOPMENT PERMIT REQUIRED: LANDSCAPE PLAN COMMENTS: ENVIRONMENTAL REQUIRED: COASTAL PERMIT REQUIRED: YES NO ADDITIONAL COMMENTS: OK TO ISSUE: DATE: ENGINEERING LEGAL REQUIREMENTS LEGAL DESCRIPTION VERIFIED?______________ EASEMENTS: Oic EDU'S: 3L2-4 IMPROVEMENTS: clh.4m no. APN CHECKED?_____________________________ RIGHT-OF-WAY: DRAINAGE: _1d rittu Lt1LLK U1IL. dc ir4iuiML:_______________ I I FEES REQUIRED a) L1U PARK-IN-LIEU QUADRANT: _, FEE PER UNIT: 74jO TOTAL FEE:d P.F.F.:1AjJ4QI TRAFFIC IMPACT FEE PER UNIT: TOTAL FEE:______________ FACILITIES MGMT. FEE: BRIDGE BRIDGE & THOROUGHFARE FEE: fi/I SEWER FEE LATERAL :Jdjm.7 ADDITIONAL COMMENTS:_ [it= a) 0 cu C Q a) U - OK TO ISSUE: DATE:________________________________ DPD2:DPD6: 10/24/8 1200 ELM AVENUE nfar' 1 1. CRLStAb, CA 92008-1989 %L.ar4Ua TELEPHONE FIRE DEPARTMENT '--(619) 438-5523 PLAN CHECK REPORT PAGE 1-OF APPROV,/ DISAPPROVED PLAN CHECK#. 'C-• PROJECT .45: 0p4 4 fA ADDRESS AfO r tA ZA ARCHITECT AIUD ,4,'l ,L-/t ADDRESS /2 15A,,4,h.y.A PHONE 49Q-. /. 14( OWNER Na4'k Zie. ADDRESS . wi:g1-. c'A PHONE 9'06.6c OCCUPANCY 4' 'CONST. 7'i'fl6 /JTOTALSQ. FT. ? STORIES.___________ SPRINKLERED 0 TENANT IMP. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: . PLANS,SPECIFiCATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: _X.. 4. Permits are required for the installation of all fire protection systems iRIers stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation — 5 The business owner shall complete a building information letter and return it to the fire department FIRE PROTECTION SYSTEMS AND EQUIPMENT . . . . X. 6. The following fire protection systems are required: . . hAutomatic fire sprinklers (Design Criteria: . AIF104. Dry Chemical, Halon,COa(LocatiOn: Thoá 4Q'A- -, 0 Stand Pipes (Type: . . . . 0 Fire Alarm (Type/Location: . . Fire Extinguisher Requirements: . . One 2A ratedABC extinguisher for each bOo sq. ft. or portion thereof with a travel distance to the nearest extinguisher.not to exceed 75 feet of travel. An extinguisher with a minimum rating ôf 'I3'C tobelocated: 4 /_C /..j 0 Other: Additional fire hydrant(s) shall be provided . S EXITS L.. 9....Exit doors shallbe openable from the inside without the use of a key or any special knowledge or effort. _._10. 5A sign stating, This door to remain unlocked, during business hours" shall be placed above the main exit and doors Ij.I),w _ iiti-,ve ,.i r)is.J 7S /)DR,A46— . . - I . . I ........11. EXIT signs (6" x 3/4""" letters)-shall be-placed over all required exilts and directional signs located as necessary to cIearlyind.icate the location of exit doors. . . GENERAL 'S 12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall. comply with Uniform Fire Code. ..............13. Building(s) not approved for high piled combustible Mock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on palletsor in racks and 6 feet for tires, plastics and some flammableiiquids:If high stock pil- ing is to be done comply with Uniform Fire Code Article 81 _..14. Additional Requirements. ......15. Comply with regulatioon attached sheet(s). Plan Examiner ________________________________________________' Dale I/ffe,- ,9 Report mailed to architect Met with Attach to Plans PLAN CHECK #:/ PAGE / OF/ :i 1 2 311,uj DATE:________________ L),'V/L) K1C,(,1eLz1z- PHONE: 34.ç:_ri-/ PHONE: M'0? COUNTY OF SAN DIEGO ____________ DEPARTMENT OF HEALTH SERVICES ,- Division of Environmental Health Protection ,_____ 7 1700 Pacific Hwy., San Diego, CA. 9210 o 1 ,- (619) 236-2243 C_11 PLAN CORRECTION SHEET ( OWNER: €/ M J-h //qjlmi/d 7 ADDRESS:PO Address of Proposed or Remodeled eolAjHealth Regulated Building/c fk?t\J TYPE OF BUS INESS:.I2 /L/1/4g)RECHECK REQUI RED YC APPROVED /)0 Jt.-Ck CHECKED BY: U •ITEMS A.-I ' / ,'j.i /Gc1s-,p,t '2 / / 0 RECEIVED DFC CITY Building Zm?p DHS: EHP-886 (4/84) • STRUCTURAL CALCULATIONS FOR • • PROJECT NO. POECT LI1L4fJr1CtJ f_S S • S PROJEC• DATE: _____________ CLIENT: ______________________________________________ SHEET NO.________ OF PROJEC • • DATE: ____________ • CLIENT: SHEET NO._______ OF______ ()SIC •• • •.• • •.•::• :........ 0 0 C, : PROJEC• DATE: - CLIENT: SHEET NO. OF______ C (I: PROJ ECT DATE: CLIENT: SHEET _______ OF______ 1/'o Rccr PROJECT.* . . DATE: ___________ CLIENT ' SHEET NO._______OF 77. ______ f 07 de 5074 o/A ~. Al- tVf ----.--.---.--..... ._.:.. .........._ ........_L_. ( tAJ Z36 . .. ..:.. __ ........--- ............................-. ...................--........-.-------,---.------ffr ........ M= I - - .i.:: ..... Z. <S1I PROJECTS DATE: _____________ CLIENT: SHEET NO. _I I OF PROJEC1I . DATE: ___________ CLIENT: SHEET NO. OF_____ le 13 II - _83 _ I 7 IT °IITITI - - - - - LU - - '1 1y tv- - k !- . ............. - (fi ) -- i&~.gf f' I ...........................5 • ., .• PROJECT:I CLIENT: DATE: - SHEETNO.L OF_____ SOIL PRESSURE 2000 'PSF . 7.80' 2-0 12 10 2-44 12.19 2-6 12 10 2.44 17.55 3-0 .. 12 '10 3-44 23 .fl -3-6 . - - . :12 '.Ig 31.20 . .-4-0 . 12 10 3949 4-6 -12.10 5-44 48.75 . '5-0 . .12 1.0--' 58.99 5-6 12 10 6-45 '.70.20 6-0 • 12 12 7-45 82.04 6-6 • 14 . .1.2 8-45 97 .,' 7-0 16 12 • 7-46 108.75 7-6 16 12 8-46 123.20 8-0 18 12 8-6 139.08 . 8-6 18 12 • 155.25, 9-0 . 20 12 11-0 172.98 9-6 • 20 12 . 947 190..83 10-0 22 12 10-47 210.39 10-6 22 12 11-#7 229.90 11-0, - 24 12 12-#7 251.27 11-6 24 14.47 27240 1 12-0 ' tZ 14-.7 "Flexure C, . - 2O PROJECT DATE: _____________ CLIENT: SHEET NO.________ OF______ 401 , ....................... iii:.ii..ji -Lo40 4i '—/2E - ... -.-LW j .jL .......... cz_--.. -. - • - ..-• - .. ........... .--. ... -.----.----•-..-•- -.- . ...- .___ . ......- ..•.•. .• .. -- - ..-A- 4,9. ... • . -'Z ....... -.•- . --. ... - •• - . . . -. .---, ....ji:.. ii. ll.TO . i 4 ttLITM( 3 2.i . . • .4 'L; ••-'- -- ..--•.. ... --.---•.. . . . -t( '6i — . . .. . •ø -z -'b --iiii• i ... .._____ .. .. :21 i'30 . . . • . ____ S.'7 . .. jil 4S• Q %,t(v'me ., fo ___ ______ 2V'1 ,-44's C, 24 9:1 Cas -c, F&ST /'',o4.'fl 1tT18 fl J) dg4U r - . (i N>-LT — . . ; PROJECT Amok DATE: ____________ CLIENT: . . SHEET NO._______ OF______ - a/'. 6E4.41d L4040 50, ' 6.0 8..o let 4O LILL TI J.TiiiII . ------- .--. ... ... :- .............----•--:.__-. . ..- / 17 U . T 16LOIS3c, . . ,jZLitJb e - -.. DL ffi(4) .3 j . - . S 5 S S -- .5 ROBERT PRATER ASSOCIATES Robert R. Prater, CE. 1942.1980 Consulting Soil. Foundation & Geological Engineers Wm. David Hespeler, C.E. 5 November 5, 1986 S 239-6E, 71462 Hughes investments 2 Corporate Plaza Suite 250 . S Newport Beach, California. 92660 5 Attention: Mr. Brian McConnell. Re: Earthwork Observation and.Testing Services S . Building Pad N North. County. Plaza Carlsbad, California . .. . Specific,Plan 187. . S Gentlemen: In accordance with your. request we have provided. earthwork observation and testing services in connection with the subject building pad... We previously S performed a geotechnical investigation for-the entire site the results of which were presented in our report titled "Preliminary Geotechnical Investigation, . North County Plaza, Carisbad-Oáeanside, California," dated April 30, 1982. Earlier earthwork observation and testing services reports dated November 30, 19.82 and November 28, 1983 were issued for the project. A foundation investigation report' for Buildings 1 through 5 dated August 16, 1983 was issued for the project.. In addition, an update report dated. February 24, 1986 was • . S issued for the project. ... • - . . . . S Commencing on May 1, 1986 our representatives have .been present at the site. to observe the earthwork operations and. to provide field density testing services in connection with the current grading operations. The results of the field density and laboratory compaction. tests. for Building Pad N are presented in the attached Tables A and B, respectively. The approximate locations of the field density tests are shown on the attached Site Plan, Figure 1. • . S The grading operations included the removal and recompaction to approximate elevation 10.0 of the older underlying existing fill soils as recommended in our soil update report. A swell test (Table C) indicated that the soils at or near the finish pad elevation were highly expansive. Accordingly, in, accordance with .our recommendations a minimum cap of a 6 inch non-expansive soil (U.B.C. Expansion Index less than 20) was placed as reported in Table .D.: •. S • S '-H S • • . 5 5.. . '••••( . 10505 Roselle Skeet, Son Diego, California 92121 (619) 453-5605 . • L41 . . . . November 5, 1986. . 239-6E,762 Page 2 Based on our observations and the attached test results it..is our opinion that Building Pad N has been satisfactorily completed and suitably prepared for construction of the proposed building in accordance, with the recommendations of the foundation investigation report. . . . . . Our services consist of professional opinions and recommendations made in • accordance with generally, accepted geotechnical engineering principles and practices. This warranty is in lieu, of aill other warrànties.either express or implied. . • fl . .' . • .If you. have .any questions, please call. .Very truly yours, . •• ', , ROBERT. PRATER ASSOCIATES . IO4 • . . Em 9-30-89 CIVIV JAL: If Attachment OF G Copies: Addressee (3) . . • . . . :. .' • , . . , SGPA Planning '& Architecture, Attn: Mr. - Geoff Réeslund (2) Collins General Contractors, .Attn: .Mr. Jim Cooper..-(1) . San Diego November 4,1986 V 8533-84-09 V 8533-86-11 V Collins General Contractors 11150 Sorrento Valley Road V Suite 209 San Diego, CA 92121 V V V .• Attn: Gil Marshall V V V Subject North County Plaza Pad N" Dear Mr Marshall On November 4, .1986, our field survey crew checked the horizontal V V configuration of the subject pad. Our field 'crew verified that the . pad is in substantial conformance with the configuration and • . . location shownon the grading plan and that the elevation is 19.33 plus or minus 0.10 foot. • V • Sincerely, NOLTE and ASSOCIATES V • V • .._James R. Hettinger Senior Engineer V V. JRH aw 067 V CC: Tom Purcell, Hughes Investments V V V • Geoff Reeslund, SGPA •. . V NOLTE and ASSOCIATES V V • V Engineers / Planners / Surveyors V V V V 9755 Clairernont Mesa Boulevard, San Diego, CA 92124 Tel: (619) 278-9392 FAX No. (619) 278-4628 TABLE B LABORATORY COMPACTION TEST RESULTS (ASTM D1557-78) Compaction Maximum Optimum Test Description Source of Dry Density Water Content (Curve) No of Material Material (pcf) M. 1 SANDY CLAY (CL), On-site 119.4. 1.3 .8 dark grayish brown 2 SANDY CLAY (CL), On-site 120.4 13.5 dark gray 3 SILTY CLAY (CH), On-site 109.4 17.1 dark gray 4 SILTY-SANDY CLAY On-site 118.5 14.0 (CL), gray 5, CLAYEY SAND (SC), On-site 126-0. 10.0 grayish brown 6 CLAYEY SAND (SC), On-site 126 *.0 10.0 light yellowish brown 7 CLAYEY SAND (SC), On-site 127.5 9 5 grayish brown 8 SILTY SAND (SM), On-site 121 0 12.4 yellowish brown 9 CLAYEY SILT-CLAYEY On-site 124 7 10.51 SAND (ML-SC), gray 10 CLAYEY SAND (SC), On-site 121.5 11.7 brown 11 CLAYEY SAND (SC), On-site 124.5 10 5 tan 12 WELL GRADED GRAVEL On-site 134.8 7.7 (GW), brown 13 SANDY CLAY-CLAYEY On-site J23.5 1 10.7 SAND (CL-SC), grayish brown 14 ELL GRADED GRAVEL WELL" Import 140.0 6.1 • - • (GW), gray, Class 2 • Aggregate Base 15 SILTY SAND (SM), Import 114 0 14.8 yellowish brown TABLE C RESULTS OF EXPANSION TESTS 0 Content Water Water. Content" Sample Initial Before After Surcharge Depth Dry Density Saturation Saturation Pressure Swell Location (Feet) (pcf) '.(%) (%) (psf) :' Building FSG-V 113.5 :141 . 25.3. ' 144 . 9.' 'Pad N' TABLE D RESULTS OF U.B.C.'E)CPANI'OLINDEX.TESTS . .. Molding-'Initial Sample' , 0 Moisture., Dr,y, , ',, •'. . Depth 0 Content Density.. Expansion Location (Feet) Soil Type ' (%) (pcf) . Index •. . Building FSG' SILTY SAND . 9.3 • 110.2 2 Pad N (SM) . 34j 1 ////// • N : 12&. \ ( 0• tyA \•! .t. I •I\ P I .iis V. 127 t I I 342. •J358 fJf P1Ti\ i349 /' • 44 • .•' / /i 117, j 1;! 1 . . •. •l3 i LEGEND Approximate Scale (Feet) 114 • Indicates approximate location of field density • 20 .40-80 test. . Base A grading plan by George S Nolte & Associates, Sheet C-2, dated June 16; 1986. . SITE PLAN ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA BUILDING PAD N ConsuHing Soil. Foundotion 6 Geological Engineers Carlsbad', California PROJECT NO. DATE Figure •i 239-6E lNovember 1986 239-6E TABLE A -SUMMARY OF FIELD DENSITY TEST RESULTS .(ASTM D1556-64 and/or ASTM D2922-7811 D3017-78). Approximate Water.••. - Dry Degree of . Test 0: Elevation Content Density. Compaction Compaction 0 No. 0 Date of Test Test Location . (Feet) (%) (pcf) (%) Curve No. Remarks Building Pad N 114 8/28/86 Building Pad N 11 14 110 3 91 10 115 8/28/86 Building Pad N 11 15 109.8 90 10 117 8/29/86 Building Pad N 13 114 112.0 92 10 118 8/29/86 Building Pad N 15 16 113.0 90 5 122 9/2/86 Building Pad N 16 114 109.4 90 10 123 9/2/86 Building Pad N 16 17 115.0 91 5 126 9/3/86 Building Pad N 17 14 111.5 92 10 127 9/3/86 . :Building. Pad N 17 .. 7 114.8 0 91 .: . 0 342 10/29/86 Building Pad N .. 17 0 18 112.2 89...'.5 Test failed 0 0 0 0 0 0 0 .. Material removed 344 10/31/86 Building Pad N 16 15 115.7". 92 5 345 10/31/86 Building Pad .N 16 17 115.2 91 5 3146 11/1/86 Building Pad N 17 14 100.1 82 10 Test failed, See #348 347 11/1/86 Building Pad N 17 14 106 3 87 10 Test failed, See #348 348 11/1/86 Building Pad N 17 13 112.3 92 10 Retest of #'s 346&347 349 11/1/86 Building Pad N 17 8 108.8 90 10 Notes:0 1) "Compaction Curve NO." refers to Table B. • S 0 . 0 0 0 . 0 •. . 2) Unless otherwise noted elevations shown, are to nearest foot. - • • 0 0 • 239-6E TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78) Approximate Water Dry Degree of Test Elevation Content Density . Compaction Compaction No Date of Test Test Location (Feet) (%) (pcf) (%) Curve No. Remarks 350 11/3/86 Building Pad N 18 9 109.0 90 10 358 11/3/86 Building Pad N 19(FSG) 11 106.6 94 15 359 11/3/86 Building Pad N 19(FSG) 11 107.8 95 15 Notes: "Compaction Curve No." refers to Table B. Unless otherwise noted elevations shown are to nearest foot. "FSG" denotes finish subgrade elevation. Pickard LETTER OF TRANSMITTAL -- .. .1 15269 Carretera Drive. .Whittier.Cá1ifornia9O6O5 VIA. - Messenger Blueprinter mail Address _ZO75 LI L'15 Express Mail City ~O ?c1') LA ' - Pick u Attention WIL)11_c_4?2ty14 i)T -PL/43C4-1 t~- - UPS -Next Day UPS.. - Air Express _Other Regarding'E0L)Ft b) ARCHITECTS I.D. #_ We are sending you: Herewith _Under separate cover Prints Tracings —Specifications _Other . Th I— These. are: (As checked below): _Approved Not approved No exceptions observed - Make corrections observèd Revise and resubmit - For your approval For review and comment Per your request For use on job S ..X..For your files - - Return ______ corrected copies Remarks If enclosures received are not as listed above, notify at once C.0 Very truly yours, By_tItD Fl (b ROBERT PRATER ASSOCIATES Robert R. Proter, C.E. 1942-1980 Consulting Soil, Foundation & Geological Engineers Wm. David Hespeler, C.E. November 11, 1986 239-6E, 7478 Hughes Investments S 2 Corporate Plaza Suite 250 Newport Beach, California 92660 Attention: Mr. Brian McConnell Re: Building Pad Elevations North County Plaza Carlsbad, California Gentlemen: In accordance with your request we are providing earthwork observation and testing services for the subject shopping center. We previously performed a geotechnical investigation for the entire site the results of which were presented in our report titled "Preliminary Geotechnical Investigation, North' County Plaza, Carlsbad-Oceanside, California," dated April 30, 1982.. In our original report dated April 30, 1982, we indicated that it was our opinion that with the exception of the areas presently denoted as Building Pads P through T, diffential settlements of relatively. I ight one and two-story structures with a finish floor elevation in general not exceeding +19 would be within tolerable limits. The finish floor elevations indicated on the site specific grading plans dated June 16, 1986 for the various building pads were set with our concurrence based on our understanding of the loading history of various portions of the site. In addition, Building Pads K and L have been combined at a finish foor elevation of +21 with our concurrence. It is our opinion that differential settlements of the proposed buildings with finish floor elevations not exceeding those indicated above should be within tolerable limits (less than 1/k inch in 20 feet angular distortion). Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices --This warranty is in iieu of aB other wat ranties eitner express or implied. • 0 •• S If you have any questions, please call. • • • S Very truly yours,, a, S ROBERT PRATER ASSOCIATES S Exp. 3-31-90 WDHIf . Copies: Addressee (3) 5 SGPA Planning & Architecture, Attn: Mr. Geoff Reeslund (3) Pickard Architects, Attn: Mr. David Pickard (1) 10505 Roselle Street, Son Diego, California 92121 (619) 453-5605 RobertR. Prater, C.E.1942-1980 ROBERT PRATER ASSOCIATES I Consulting Soil Foundation '& Geological Engineers Wm David Hespeler C E April 30, 1982 239-6, L$565 Hughes Investments F do SGPA Planning & Architecture I.. P. 0. Box 33326 S 0 San Diego, California 92103 I Attention: Messrs. Ron Roberts and Geoff Reeslund Re: Preliminary Geotechnical Investigation. North County. Plaza. .• Carlsbad-Oceanside, California : Gentlemen In accordance with your request we have performed a preliminary geotechnical investigation for the subject project. The accompanying report presents the results of our, field investigation and engineering analysis. The soil and fOundation conditions are discussed and preliminary recommendations for: the soil and foundation engineering aspects of the project are presented. If you have any questions concerning our findings, please call. Very truly yours, ROBERT PRATER ASSOCIATES 1 . •1. •'. Wm. D. Hespeer, RCE No.. 6,222 S •• 0 • • ';F. WD.H:ls 0 copies: Addressee (16'): • • • S • - I 'T • •0 j ' . 0 • • • • .•• 0 0 • 10505 Roselle Street, Son Diego, California 92121 (619) 453-5605. 5 S. i :.. •.: TABLE OF CONTENTS . . . H S Page No. Letter of Transmittal Title Page 5 5 I Table of Contents INTRODUCTION 1 I.. . SCOPE SITE CONDITIONS 0, . . 1 A. Site History 5 5. 5 • : 1 B. Surface. S S S • ; 2 C. Subsurface S 5 5 5 3 . D. Seismic Considerations • 5 3 5 5 E. Groundwater S 14 CONCLUSIONS AND RECOMMENDATIONS S S 4 5 I A. Preliminary Earthwork Recommendations S S .4 ••. 1. Preparation for Filling S 5 4 5 5 . S • 2. Fill Adjacent to Existing Sewer • •S • . 5 3. Installation of Settlement Monuments 5 5 5 4. Dredge Fill Materials • . 5 5 .• S . 5.. Compaction S • S S S • 5 5. .• -B. Foundations S • S 5 6 S .1. One - ,and Two-Story Structures 6 • • 2. Driven Pile Foundations S 7 5 5 5 5 S 3. Drainage Pipes S S • 8 . S I • • C. • Pavements. S S 8 - Figure 1 - Site Plan - . APPENDIX A - FIELD INVESTIGATION S • 5 • S A-i . S Figure A-i - Key to Exploratory Boring Logs S S • • Exploratory Boring Logs 1 through 8 S S S BIBLIOGRAPHY 5 5 5. S • IS • H • • S • • S S • I-. S • S •• S I S • S • . S • I • S .. S. • - SS H 55 S• S • • • 5 5 S • • S . S 5, S PRELIMINARY GEOTECHNICALINVESTIGATION FOR NORTH COUNTY PLAZA CARLSBAD-OCEANSIDE, CALIFORNIA INTRODUCTION In this report we present the results of our preliminary geotechnical Investi gation for the subject site located southeast of the Intersection of State Highway 78 and Marron Road. The northern, portion of the site (about 8 acres) Is located in the City of Oceanside and the southern portion of thesite (about 16 acres) is located in the City of Carlsbad. The purpose Of this Investiga- tion was to develop general information regarding foundation conditions at the site for use in the preliminary planning stages of the project. It is our understanding. most of the site will probably be developed in one and two-story commercial /office buildings.. However, two.office buildings, five to six stories high, may also be constructed. It is our understanding that building pads will be established at a minimum elevation of +19, requiring up to 4 feet of fill in most portions of the site. Dredged material from the Buena Vista Lagoon may be spread on the site and dried for use as fill in non-building areas. Drainage pipes will be placed in the two north-south trending channels in the northerA portion of the site and the channels will be backfilled. In addition, the north-south trending channel along the east boundary of the southern portion of the site will be backfilled. SCOPE The scope of work performed for this investigation included a review of avail- able reports regarding the soil and geologic conditions at the site, a review of reports regarding the history of previous, fill placement, a limited subsur- face exploration program, engineering analysis 'of previous settlement and field data, and the preparation of 'this report. The data obtained and, the analyses performed were for the purpose of providing preliminary design and construction criteria related to the geotechnical engineering aspects of the proposed devel- opment. • . . .. . SITE CONDITIONS 4 A. . Site History . ' . ' . . . . -• • The site was originally overgrown with tule bulrushes. Grading under the. observation' of LeRoy. Crandall'and Associates began in January, 1968 when the . surcharge fills from the' Phase I development of the existing Plaza Camino Real 239-6 Page 2 shopping center were removed and placed on the central portion of the site south of the main channel. The bulrushes were burned with diesel fuel and a platform fill was pushed out over the wet area. From an initial elevation of approximately +5 this portion of the site was 'raised to elevations ranging between +15 and +20. Sometime prior to this filling three settlement markers (Nos. 7, 8, and 9) were placed. Filling resumed in August 1968 and the result- ing finish elevations varied from +17 to +21. The settlement markers were read periodically from January 1968 until January 1972. Total recorded settlements ranged from approximately 23 to 25 inches due to the weight of about 14 to 15 feet of fill. Filling on the remaining portions of the site (the area north of the main channel, an area just south of the main channel and extending about 250 feet east of Marron Road, and an area at the southeast corner of the site which extends about 200 feet north of Marron Road) began in May 1972 under the obser- vation of Woodward-Gizienski & Associates. This filling operation also included the placement of fill (and surcharge fill) along the alignment of Marron Road and at the intersection with Jefferson Street. Woodward-Gizienski & Associates monitored twenty-one settlement, markers (15 of which were on site) and measured settlements up to about 16 inches under 16 feet of fill. Our research has not revealed any documentation as to when the existing channels were constructed or any documentation regarding the placement of fill on the site since 1972. However, based on our review it appears that the southern channel was not excavated until about 1978. Our comparison of the elevations and topographic features depicted on an A.L.T.A. Survey based on aerial photo- graphy dated August 1979 and a Boundary and Topographic Survey based on aerial photography dated January 25, 1982, indicates that in general the site eleva- tions have not changed significantly except for the southeast corner of the site which in 1979 was stockpiled with soil up to el. +42 and Area A indicated on the Site Plan, Figure 1, which had an elevation as low as +12 at that time. When and where the stockpile was disposed of and the length of time it was present are not known. A bibliography of materials reviewed regarding the site history is included following Appendix A. B. Surface The site of the proposed development is presently vacant and irregular in shape with a 'plan area of approximately 24 acres. The Buena Vista Creek, flowing to the west, divides the site into north and south parcels. Both north and south portions of the site are relatively flat with ground surface elevations ranging from approximately el. +15 to el. +20. In general, the ground surface slopes gently towards the Buena Vista Creek. The northern portion of the 'site consists of approximately 8 acres, divided by two open, unlined drainage channels which begin at the northern boundary of the site. Each.channel carries storm runoff to the Buena Vista Creek from culverts passing beneath State Highway 78. A' relatively large pile of dumped fill is present along the western edge of the easternmost drainage channel. The remaining 16 acres are 'located south of the Buena Vista Creek. An unlined drainage channel 'is present in the northeast portion of this parcel. The channel flows to the northwest and carries runoff from the paved parking east j of the site. A man-made, closed basin, with a plan area of roughly 40,000 square I ' ' 1 239-6 I! . Page feet, Is present in the southwest, adjacent to Marron Road (Area B on site plan). Surface vegetation, both north and south of the creek, ranges from essentially nil areas to areas of dense short grass and weeds. in addition, dense growths of weeds and, bushes are present in some channel locations and in the ponded, basin area adjacent to Marron Road. At the time of this investigation several locations at the site were flooded with shallow standing water from recent rainfall. Subsurface - The preliminary subsurface exploration, was performed using a truck-mounted, continuous-flight auger to investigate and sample the subsurface soils. Eight exploratory borings were drilled during the period of February 5 to March 5, 1982, to a maximum depth of 132 feet at the approximate locations shown on the Site Plan, Figure 1. Logs of the borings and details regarding the field V investigation are presented in Appendix A. The subsurface soils encountered in the borings consisted in general of about 16 feet of 'compacted fill underlain in turn by; natural soft silty clay, medium dense silty and clayey sands, and formational sandstones and claystones to the depths explored. The soft silty clay varied in overall thickness from about '20 to 70 feet with 'thin to thick (up to 10 feet) interbedded layers of silty and clayey sands. The medium dense silty and clayey sands are considered to be ancient alluvial soils and vary in overall thickness from 4 to 70 feet. The formational sandstones' and claystones were encountered at depths ranging between 55-1/2 and 131 feet. The boring logs and related information depict subsurface conditions only at the specific locations shown on the site plan and on the particular dates designated on the logs. Subsurface conditions at other locations may differ from conditions occurring at these boring locations. Also, the passage of time may result in changes in the subsurface conditions due to environmental changes. Seismic Considerations The ,San Diego area is considered by geologists and seismologists to have a low to moderate seismic rating. Based on our review of some available published Information including the,County of San Diego Faults and Epicenters Map, there are no active or potentially active faults known to pass through the site. The prominent fault zones generally considered to have the most potential for earthquake damage in the vicinity of the site are the active Elsinore and San Jacinto Fault Zones located approximately 23 and 43 miles northeast of the site, respectively. The postulated off-shore extension of the Rose -Canyon Fault Zone is located approximately 6 miles southwest of the s,ite. No earth- quake epicenter clusters are associated with this fault system and the Rose Canyon Fault Set is not classified as active under current accepted criteria. I Although research on earthquake prediction has greatly increased in recent 1 years,' seismologists have not yet reached the point where they can predict when and where an earthquake will occur. Nevertheless, on the basis of current technology, it is reasonable to assume that the proposed buildings will be 239-6 Page LI subjected to at least one moderate earthquake during their design life. During such an earthquake, the danger from fault offset through the site is remote, but relatively strong ground shaking is likely to occur. Strong ground shaking not only can cause structures to shake, but it also has the potential for including other phenomena that can indirectly cause substan- tial ground movements resulting in damage to structures. These phenomena include seismically induced waves such as tsunamis and seiches, inundation due to dam or embankment failure, landsliding, lateral spreading, differential compaction, and ground cracking. Another potential hazard which can result from strong earthquake ground shaking is soil liquefaction. Based on c ur preliminary analysis, some of the natural sandy soils underlying the site are potentially liquefiable during the maximum anticipated probable earthquake on the Elsinore Fault Zone. However, in light of the fact that the potentially liquefiable sands are at least 30 feet below the finish site grades, it is our opinion that liquefaction could result in severe architectural damage but the possibility of structural failure is remote. E. Groundwater Free groundwater was encountered in all the exploratory borings at the time of drilling at depths of approximately iLl to 16 feet; the exact depth to a stabi- lized groundwater level was not established. It must be noted, however, that fluctuations in the level of groundwater may occur due to variations in the sustained level of water in the Buena Vista Creek, ground surface topography, subsurface stratification, rainfall, and other possible factors which may not• have been evident at the time of our field investigation. CONCLUSIONS AND RECOMMENDATIONS From a soil and foundation engineering standpoint, it is our opinion that the site is in general suitable for the proposed construction of one to six-story buildings. The primary features of concern at the site are 1) the presence of underlying deep deposits of compressible lagoon sediments which are subject to relatively large long term settlements due to increased fill and/or building loads, and 2) the complex nature and history of previous site loading which has resulted from earthwork operations dating back to 1968. Earthwork recommenda- tions for preparing the site to receive proposed dredge fill material and treatment of the dredge fill material are presented in the following section. In addition, our preliminary evaluation and recommendations regarding building siting and foundation types are also presented. A. Preliminary Earthwork Recommendations 1. Preparation for Filling After the site has been stripped of vegetation and the channels and basin have been cleared of vegetation, debris, and unsuitable material, the exposed subgrade soils in those areas to receive fill should be scarified to a depth of 8 inches, moisture conditioned, and compacted to the requirements for structural fill. Any dumped fill soils or loose surface soils should be completely removed down to well compacted soil and replaced as compacted structural fill. The depth and areal extent of any required removal should be determined by the soil I 239-6 Page 5 engineer's representative at the time of construction based on an examination of the soil exposed. In addition, prior to filling with dredge material we recommend that the site be surface graded to create a flat planar surface and the resulting subgrade be compacted with rubber tired equipment to minimize Infiltration of water from the dredge materials. Fill Adjacent to Existing Sewer No fill, including channel backfill, should be placed within 30 feet of the existing sewer line along the south edge of Buena Vista Creek during the Initial filling operations. Depending on settlements observed adjacent to this area, It may be possible to place fill within those limits at a later date. Installation of Settlement Monuments To assure that settlements are occurring at the rates estimated and to provide additional information on settlement characteristics of different portions of the site, it is essential that settlement measuring devices such as settlement plates be installed within the existing fills and monitored on a regular basis. These devices should be installed under the direction of the soil engineer prior to placement of any fill (including the proposed dredge fill) and should be read once immediately after installation, once a week during placement of fill and the subsequent month, and once a month thereafter. ii. Dredae Fill Materials It is our understanding that approximately 85,000 cubic yards of dredge material from the Buena Vista Lagoon may be spread on the site for use as fill in non- building areas. Based on our review of a report prepared for the California Department of Fish and Game, dated January 1982, the lagoon sediments consist of silty sands and silty clays. According to the report the silty sands had water contents that ranged between 10 and 20 percent and the clays between 50 and 110 percent; completely dry silty clay samples had a shrinkage factor of 46 percent. These test results indicate that 1) in general the dredged material will be of low strength characteristics and will be a poor pavement subgrade soil, 2) an extensive period of time will be necessary to dry the more clayey soils so they can be properly compacted, and 3) after drying and compaction the more clayey soils will occupy only 55 to 65 percent of their original volume. With regard to drying back of the dredge material to allow for proper compac- tion, It is our opinion that the material should be placed in lifts no greater than approximately 1-1/2 feet before drying and compacting. Based on coastal evapotranspiration rates and with continuous mixing we estimate that 1-1/2 feet of dredge material could be dried back to near optimum moisture contents in about one month during the months of August through October. An alternative to drying back the dredge material by mixing would be to lime treat the dredge material. Lime treatment could reduce the dry back time to several weeks. In addition, the lime treated soils would possess much better pavement subgrade qualities. 5. Compaction All fill should be compacted to a minimum degree of compaction of 90 percent based upon ASTM Test Designation D 1557-78. Fill material should be spread and 239-6 Page 6 Icompacted in uniform horizontal lifts. Before compaction begins, the fill should be brought to a water content that wi!l permit proper compaction by either: 1) aerating and/or lime treating the fill if it is too wet, or 2) I moistening the fill with water if it is too dry. Each lift should be thoroughly mixed before compaction to ensure a uniform distribution of moisture. 1. B. Foundations 1. One and Two-Story Structures Based on our review and analysis of the previous site history including settle- ment monument data by Crandall and Woodward-Gizienski, it is our opinion that relatively light one and two-story structures (column loads not exceeding. 150 kips) with finish floor elevations not exceeding +19 may in general be supported on conventional footing foundations in most portions of the site. Due to reported, marginal compaction of some of the previous compacted fill at the site It will be necessary to support these structures on mats of properly recompacted fill. With the exception of the areas labeled A and B on the site plan, we estimate, that the grade and building conditions described in the previous paragraph' would result in long-term settlements of up to 5 inches over a period of 20 years. If the site is raised to approximately elevation +18 for a period of one year (as a result of dredge filling operations) we estimate that approxi- mately one inch of settlement would occur in that time period.. Of the remaining 4 inches approximately 1-1/2 inches would occur throughout the site independent of loading conditions. Based on the preceding, it is our opinion that differential settlements for proposed one and two-story buildings supported on footing foundations and a recompacted fill mat with finish floor elevations no higher than +19 should be within tolerable limits for most of the site (with the exceptions noted previ- ously). The recompacted fill mat beneath buildings should extend down to approximately elevation +8. The prism of recompacted fill beneath buildings should extend a minimum of 10 feet beyond the perimeter 'limits of the buildings at the base of the required excavations. Within the constraints outlined above, we recommend that proposed one and two-story buildings be supported on conventional, individual-spread and/or continuous footing foundations bearing on well-compacted fill material. All footings should be founded at least 18 inches below the lowest adjacent finished grade. Footings located adjacent to the tops of slopes should be extended sufficiently deep so as to provide at least 8 feet of horizontal cover or 1-1/2 times the width of the footing, whichever is greater, between the slope face and outside edge of the footing at the footing bearing level. Footings located adjacent to utility trenches should have their bearing surfaces situated below an imaginary 1-1/2 to 1 plane projected upward from the bottom edge of the adjacent utility trench. At the recommended depths footings may be designed for allowable bearing pres- sures of 2,000 pounds per square foot (psf) for combined dead and live loads and 2,700 psf for all loads, including wind or seismic. The footings should, however, have a minimum width of 12 inches. All continuous footings should contain top and bottom reinforcement to provide structural continuity and to 239-6 Page 7 permit spanning of local irregularities. 'In order to assure that footings are founded on soils of sufficient load bearing capacity, it is essential that the soil engineer inspect the footing excavations prior to the placement of rein- forcing steel or concrete. With regard to buildings encroaching on Areas A and B, due to the variation in loading history between these areas and the remainder of the site it will be necessary to preload these building sites with surcharge fill to mitigate the potential for excessive differential settlements. Surcharging (preloadin g) techniques require that several feet of fill (in addition to that required to raise the site grade to the desired level) be placed over the areas to be occupied by buildings. The additional fill weight consolidates the underlying soft deposits for a period of time Such that a major portion of the anticipated ultimate settlements occur prior to construction. The required thickness of surcharge fill is dependent upon the anticipated building loads, the thickness of the compressible layer, the expected settlements under the proposed added fill and building loads, and the time available to complete the surcharge program. Due to the variable loading history, if building pads are constructed in these areas it would be necessary to preload the areas to such an extent as to essentially preclude consolidation settlements under permanent loads. We estimate that this could require surcharge fills of 15 to 30 feet for a period of one to two years. If it is necessary to site buildings in these areas, detailed surcharging programs should be developed for the specific locations, fihal grade, and building size. Alternatively, driven pile foundations could be utilized with a reduced surcharging program. 2. Driven Pile Foundations Buildings which are higher thar two stories or which have individual column loads which exceed -about 150 ki PS should be supported on driven, end-bearing pile foundations. Based on our preliminary analysis, piles driven a minimum of five feet into dense formational material will develop an allowable end bearing resistance of about 100 kips per square foot. The depth to formational material encountered in the exp oratory borings and the anticipated lengths for piles driven in the vicinity of t e borings is presented in the following table. Exploratory Depth to Formational Anticipated Boring No. Material (ft.) Pile Length (ft.) 1 . 124 129 2 106 111 3 131 . 136 4 55-1/2 60-1/2 5 . 102-1/2 107-1/2 6 124 129 7 75 80 8 58 63 In order to preclude damage to the ground floor slabs of buildings supported on pile foundations resulting from long term settlement of the underlying compres- sible soils, ground floor slabs should be designed as a structural floor. In addition, utilities for pile supported structures should be designed to accom- modate the nticintpd settlement of the surrounding around surface relative to the structure. ' 239-6 1k .. . . . . . . . . Page 8. H 3. Drainage Pipes S . it is our understanding that 42-inch. and double 48-inch drainage pipes will be Installed in the north-south trending channels In the northern portion of the site.. We estimate that up to .10 inches of settlement will occur along the channels resulting from the placement of 11 to 12 feet of compacted fill in the channels. We recommend that the channels be properly cleared and backfilled before Installation of the pipes and that the backfill remain 'In place as -long, as feasible prior to installing the drainage pipes. In addition, 'we recommend that.,asphalt côated'steel pipe be used in lieu of 'concrete pipe due to the anticipated settlements. C. Pavements . . . In our opinion the proposed dredge fill materials would provide suitable support for pavements after they have been. dried and properly compacted. However, due to their inherent poor pavement subgrade characteristics, it will be necessary [ to utilize heavier than normal pavement structural sections. - S For preliminary planning purposes we estimate that the pavement sections should consist of 2 inches of asphalt concrete on 9 inches of aggregate base in auto- mobile parking areas and minor traffic channels, 2-1/2 inches on 11 inches in major automobile traffic channels, and 3 inches on 13-1/2 inches in areas . ' S F . ,subject to truck traffic. Detailed pavement section recommendations should be t ' developed, at the completion of rough grading based on the results of R(Resis- tance)-value tests performed on samples of the subgrade soils actually exposed. 5, ' .. •- ' • . :' ,, : - S ' 0 • 5 - •0 ' S • 0 I A-i APPENDIX A FIELD INVESTIGATION The field investigation consisted of a surface, reconnaissance and a subsurface exploration program using a truck-mounted, continuous-flight auger. Eight exploratory borings were drilled during the period of February 5 to March 5, 1982, at the approximate locations shown on the Site Plan, Figure 1. The soils encountered in the borings were continuously logged in the field by our repre- sentatives and described in accordance with the Unified Soil Classification System (ASTM D 2487). Logs of the borings as well as akey for soil classifi- cation are included as 'part of this appendix. The boring locations shown • 'on the site plan were estimated from topographic features depicted on an A.L.T.A. Survey of the Site prepared by Rick Engineering Company based on aerial photo- graphy dated August 1979. 0 Representative samples were obtained from 'the exploratory borings at selected depths appropriate to the investigation. 'All samples were returned to our 'laboratory for evaluation and 'testing. Standard penetration resistance blow counts were obtained by driving a 2-inch O.D. split spoon.sampler with a ,140-pound hammer dropping through a 30-inch free fall. The sampler was driven 'a maximum 'of 18 inches and the number of blows recorded for 'each '6-inch' Interval. The blows per foot recorded on the boring logs represent the accumu- lated number of blows that were required to drive the last 12 inches or portion thereof. Samples contained in liners were recovered by driving a 2.5-inch I.D. California sampler 18 inches into the soil using a 1140-pound hammer. ' Boring. log notations for the standard split spoon, California sampler, and Shelby tubes as well as for jar samples taken from auger cuttings are indicated below. Standard Split Spoon Sampler , California Sampler "x" indicates a jar sample taken • , Shelby Tube from auger cuttings. The boring logs show 'our interpretation of the subsurface conditions on the dates and at ,the locations indicated, and it is not warranted that they are representative of subsurface conditions at other locations and times. I PRIMARY DIVISIONS GROUP SECONDARY DIVISIONS SYMBOL GRAVELS CLEAN cw Well graded gravels, gravel-sand mixtures, little or no GRAVELS ______ tines. GP _ P o _________________________________________ orly graded gravels or gravel-sand mixtures, little or V) cc C) MORE THAN HALF (LESS THAN o W 0 OF COARSE 5% FINES) . no fines. GRAVEL GM Silty gravels, gravel-sand-silt mixtures, non-plastic fines. ci FRACTION IS C) w uZ o LARGER THAN WITH NO. 4 SIEVE NO. GC Clayey gravels, gravel-sand-clay mixtures, plastic fines. u. . W SANDS CLEAN SW Well graded sands, gravelly sands, little or no fines. cc Uj SANDS MORE THAN HALF (LESS THAN 5% FINES) SP Poorly graded sands or gravelly sands, little or no tines. —I OF COARSE . o L) W XCI) FRACTION IS SANDS ' SM Silty sands, sand-silt mixtures, non-plastic fines. - 0 SMALLER THAN WITH NO. 4 SIEVE ' FINES SC Clayey sands, sand-clay mixtures, plastic fines. w SILTS AND CLAYS ML Inoraanic silts and very fine sands, rock flour, silty or clayey fine sands or clayey. silts with slight plasticity. o C/) _jj < 4M LIQUID LIMIT IS CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. o w U LESS THAN 50% 01 Organic silts and organic Silty clays of low plasticity. z Cn o SILTS AND CLAYS MH Inorganic silt's, micéceous or diatomaceous fine sandy or 4 0 —J . silty soils, elastic silts. o z LIQUID LIMIT IS CH Inorganic clays of high plasticity, fat clays. 4 GREATER THAN 50% OH Organic clays of medium to high plasticity, organic silts. HIGHLY ORGANIC SOILS Pt Peat'and other highly organic soils. DEFINITION OF TERMS U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS 200 40 10 4 3/411 311 1211 I SAND I GRAVEL I I FSILTS AND CLAYS I COBBLES IBOULDERS I I FINE I MEDIUM I COARSE FINE I COARSE I I GRAIN SIZES SANDS GRAVELS AND NON-PLASTIC SILTS t BLOWS/FOOT VERY LOOSE 0 - 4 LOOSE , 4-10 MEDIUM DENSE 10 -30 DENSE 30-50 VERY DENSE OVER 50 CLAYS AND PLASTIC SILTS STRENGTH# BLOWS/FOOT VERY SOFT 0 - 1/4 0 - 2 SOFT 1/4 -. 1/2 2 - 4 FIRM V2 -1 4 -8 STIFF 1-2 8-16 VERY STIFF 2 - 4 16 -32 HARD . OVER 4 OVER 32 RELATIVE DENSITY CONSISTENCY tNumber of blows of 140 pound hammer falling 30 inches to drive a 2 inch O.D. (1-3/8 inch ID.) split spoon (ASTM D-1586). 4tk1confined compressive strength in tons/sq. ft. as determined by laboratory testing or approximated by the standard penetration test (ASTM D-1586), pocket penetrometer, torvane, or visual observation. KEY TO EXPLORATORY BORING LOGS Unified Soil Classification System (ASTM D-2487) ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting So?. Foundation & Geological Engineers Carlsbad-Oceanside, California PROJECT NO. DATE Figure A-i 239-6 April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.)I LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8 Inches DATE DRILLED 3/4/82 DESCRIPTION AND CLASSIFICATION - DEPTH a. (FEET)CC z w _.. <<5 w Z Lu w .>C rL 3cE CCJ DESCRIPTION AND REMARKS S BOL COLOR CONSIST. . CLAYEY SAND and SANDY - gray- mediun. SC - -. CLAY (fill) ish dense/ CL - 2 - • brown stiff - .4.. . -x • 6- FILL t brown very SM SILTY. SAND (fill?) gray loose - - _10— S . -12- -14- -16- 18- —20— . - 2 0.16 SILTY CLAY, with thin inter- bedded layers of., SILTY SAND gray: ish soft CH J .. brown and . .22-j 7. -r • gray - 24 -26- 28 - -30- - 13 0.19 S -32- 34 -36- -38- Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. . . 0 -40— . EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil, Foundat ion &Geological Engineers S Carlsbad-Oceanside, California PROJECT NO. DATE BORING S " • 5 N.O. 1 (pg. 1) I. 'S 239-6 April 1982. . DRILLRIG Continuous Flight Auger SURFACE ELEVATION' .16 (approx.)I LOGGEDBY JB DEPTH TOGROUNDWATER Not Established BORING DIAMETER 8 Inches •jDATE DRILLED 3/4/.82 - DESCRIPTION AND CLASSIFICATION . DEPTH (FEET) cc zuJ __ t: a w cr UJ DESCRIPTION AND REMARKS . COLOR CONSISTBOL. PILE SILTY CLAY- with thin inter- gray- soft - - I0 0.18 bedded layers of SILTY SAND . . . . ish brown .. . -42 - and gray. . . -44 • - -x '46 - -48 - 6 . 0.23 -52- .54- -56- --58 SANDY CLAY ' ' ' gray stiff CL - -60- - .11 10 .62- -64- . -66- . .• -68- --70- very . , - 18 stiff , 72— .74. - -x -76.- 78 . Note: The stratification lines represent the approximate ' 'boundary between material types and the transition may .. . ' —80— be gradual. EXPLORATORY BORING LOG'. ' NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES ' Consulting Soil, Foundation & Geological Engineers Carlsbad—Oceanside, California PROJECT NO. DATE BORING NO. 1 (pg. 2) . • • ' ' • 239-6 • April 1982 . DRILLRIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.) LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8 Inches DATE DRILLED 3 /4 /82 - .- DESCRIPTION AND CLASSIFICATION Lu. . - . _____ - 'c SOIL FEEP1 .'z - - cc Lu " DESCRIPTION AND REMARKS . SM BOL COLOR CONSIST. . SILTY SAND . gray medium SM - . - and dense- - 82 - gray- dense . . ish -84- brown . -86 - '-88- -90-. y' medium - J_ 20 dense -92 .94- -96 - 98 --- - -t16 102 - . . -104- -106 - 25 • '112- ' . 114- • -116- . 0 ' . . . '-118- • Note: The stratification lines represent the approximate boundary between material types and the transition may . —120— be gradual. . . ' . . ' . . EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil, Foundation 6 Geological Engineers NORTH COUNTY PLAZA. Carlsbad-Oceanside, -California PROJECT NO. - DATE - BORING 'NO. 1 (pg. 3)' • • 0 • • •0 • • • • . • • 0 239-6 • • April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.) LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 3/4/82 - -. DESCRIPTION AND CLASSIFICATION zw - cc w cc El DESCRIPT!ON.AND REMARKS SBY COLOR CONSIST. . SILTY SAND gray. medium SM - - T 27 dense - 122- 124- SILTY CLAY (formational olive hard CH - mudstone) 126- - - 138 Bottom of Boring = 126 Feet Note: The stratification lines represent the approximate - - boundary between material types and the transition may be gradual. . EXPLORATORY BORING'LOG " NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil, Foundation 6 Geological Engineers Carlsbad-Oceanside; California PROJECT NO. DATE BORING (pg. 4) . -239-6 April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 21 (approx.)I LOGGEDBY LTJ DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches IDATE DRILLED 2 /5 /82 DESCRIPTION AND CLASSIFICATION - DEPTH (FEET) - tj << m,—~ D <. uj <>lZ UJZØ 1w U) I M Z(0 M 0 DESCRIPTION AND REMARKS 5Bt COLOR CONSIST. - P]E SILTY SAND. and CLAYEY gray- medium SM - - SAND with scattered cobbles (fill) ish brown dense SC - 2 - - X - 4 X41 8 36 -10- 3$ -14- -16 - • - FILLf Fj7 -18- - -20- SILTY CLAY • soft Cl1 - 8 0.17 22- -24- -26- • -28- 0.22 • 32 • .34- • -36- 38- Note: The stratification lines represent the approximate - boundary between material types and the transition may be gradual. - 40 • EXPLORATORY BORING LOG . NORTH COUNTY PLAZA S ROBERT PRATER ASSOCIATES Consulting Soil. Foundation 6 Geological Engineers . Carlsbad-Oceanside, California PROJECT NO.. DATE BORING NO. 2 (pg. 1) . • S • S 239-6 ___________________________ April 1982 DRILLRIG Continuous Flight Auger SURFACEELEVAT1ON 21 (approx.)I LOGGEDBY LTJ DEPTH TO GROUNDWATER Not Established, BORING DIAMETER 8 Inches DATE DRILLED 2/5/82 DESCRIPTION AND CLASSIFICATION E z cc uj CC -Out 0; LU o w 0 V) DESCRIPTION AND REMARKS SYMCOLOR BOL TYPE CONSIST. SILTY CLAY . .. gray soft CH - - 6 -42- - 44 .. -46- -48- -5O--- . . . ..• - - H . 0.21 . . _52.I1_ • . 54. - -56- -58- . . . —60— (some thin layers of silty . . 16 and clayey sand from 61 to JO. feet) . - 62 - • . -64- -66- • -68- EZT' 10 74- . . . -76 - -78- Note: The stratification lines represent the approximate boundary between material types and the transition may . -80 — be gradual. . . . . . . EXPLORATORY- BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineers .. . . Carlsbad-Oceanside, California PROJECT NO. DATE . BORING NO. 2 (pg. 2) . •. . . 239-6 . April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 21 (approx.) LOGGED BY L T J DEPTHTOGROUNDwATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 2 /5 /82 DESCRIPTION AND CLASSIFICATION ED (FEE1 .. z w __. - w uj DESCRIPTION AND REMARKS COLOR CONSISTBOL. SILTY CLAY gray soft CH : 82- - 84- - 86 - -88- 90—i14 SILTY SAND - gray medium SM dense - 94.- - 96 - 98 _10 -102 -104- SILTY SAND (formational -gray very sandstone) dense - • . -108 - -110-197 • - - 9" -114- 106 6" . ______ _______ Bottom of Boring = 115 Feet _____ ____ Note: The The stratification lines represent the approximate - - boundary between material types and the transition may -. be gradual. EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT, PRATERASSOCIATES Consulting Soil. Foundation & Geological Engineers Carlsbad-Oceanside, California PROJECT NO. • DATE BORING NO; .2 (pg. 3) • • 239-6 April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 17 (approx.) LOGGEDBY LTJ. DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 3 /1/82 DESCRIPTION AND CLASSIFICATION (FEET) .LU CL zuJ __ cc 2... w z LU DESCRIPTION AND REMARKS B COLOR CONSIST. CLAYEY SAND with scattered gray- medium SC - cobbles (fill) . ish dense -2 - x • brown - -. -4., . -6-• -8-- .X,32 • . -10- :12 : SANDY CLAY (fill) •. - dark gray- soft- firm C.r -.14-_i; . . ish brown... ./ SM - 16 - - SILTY SAND (fill) FILLI_ gray loose _L SILTY CLAY. black soft CH -18-, gray - - —2o - 22 . . - - II 0.13 • . 2411_ -26- - -28 30 .SILTY SAND . .. gray medium SM dense - -32 I - 13 -36--'- -38- Note: The stratification lines represent the approximate boundary between material types and the transition may ' —40 - be gradual. . EXPLORATORY BORING LOG 'NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES .. Consulting Soil. Foundation 6 Geological Engineers Carlsbad-Oceanside, California PROJECT NO. . DATE BORING • , NO. • 3 (pg. 1)' 239-6 April 1982 DRILLRIG- Continuous Flight Auger SURFACE ELEVATION 17 (approx.)I LOGGEDBY Lii DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 3/1/82 DESCRIPTION AND CLASSIFICATION . ZL5J. Ui OUJ W>I (FEET) DESCRIPTION AND REMARKS 5BJ COLOR CONSIST . . 8 CO cc co 02 Interbedded SILTY CLAY and gray! soft— CL - - I -5 0.19 SANDY SILT dark . firm ML - 42 - gray. - - - -44 - - - 46 - S -48- ---50-- - - 5 - . 0.14 SILTY CLAY -, dark soft CH - gray - -52- - - -54- -56- - 58 —60—- - 13- 0.26 - . S SILTY SAND - gray medium SM - 62 -- - - . - . . . dense -. - • . -64- - 66 - . •- . . S -68 -70—- ,. - .1 25 - - -72 -74 -76- . .5 -78- - Note: The stratlficátidn- lines represent the approximate boundary between material types and the transition may - _80 - be gradual. - . . . . EXPLORATORY BORING LOG.- NORTH COUNTY PLAZA - ROBERT PRATER ASSOCIATES Consulting Soil. Foundation 6 Geological Engineers - . -Carlsbad-Oceanside, California PROJECT NO. - . DATE BORING - - NO. 3 (pg. 2) . S 239-6 - - - April 1982 DRILLRIG Continuous Flight Auger. SURFACE ELEVATION 17 (approx.) LOGGEDBY LII DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches PATE.DRILLED - 3/1/82 DESCRIPTION AND CLASSIFICATION zui _ Lu O W (FT DESCRIPTION AND REMARKS COLOR CONSIST. ui cc — (I) ' B TYPE IL SILTY SAND gray medium SM 18 dense - .82 V V .84 V 86- - 88 —90- V V -92- V V 94. V : 96 - I 15 V V VV V V -102 V V -104- V V dense :106:1 41 -108- V -112- V VV V -114- V V :116:33 Note: The The tratificatlon lines represent the approximate boundary between material types and the transition may -120— be gradual. •V V V V V V V V V EXPLORATORY BORING LOG V V NORTH COUNTY PLAZA V ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineets V Carlsbad-Oceanside, California PROJECT NO. DATE BORING V V V V : NO. 1 3 (pg. 3) V 239-6 April 1982 DRILLRIG Continuous Flight Auger. SURFACE ELEVATION 17 (approx.)I LOGGEDBY LTJ DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 3/1/82 DESCRIPTION AND CLASSIFICATION Zj_.. ti w (0 OW CL cwr;!S 02 P DESCRIPTION AND REMARKS COLOR CONSISTBOL.SOIL TYPE SILTY SAND gray dense SM - -122- -124 - -126-1 41. -128 - -130-- -X90 _________-__- -- CLAYEY SAND (formational brown very Sc -132 -- sandstone) dense / - - : Bottom of Boring = 131-1/2 Feel Note: The stratification lines represent the approximate - - boundary between material types and the transition may - - be gradual. EXPLORATORY BORING LOG NORTH COUNTY PLAZA S Carlsbad-Oceanside, Cali o I rn i a ROBERT PRATER ASSOCIATES S Consulting Soil. Foundation & Geologicol Engineers PROJECT NO. DATE BORING NO. 3 4) • 239-6 • April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 19 (approx.) LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORINGOIAMETER 8 Inches - PATE DRILLED 2/26/82 DESCRIPTION AND CLASSIFICATION •. zw__. .'Z w O W z ED (F • DESCRIPTION AND REMARKS SM. BOL COLOR SOIL TYPE CONSIST. cr '°' co D CLAYEY SAND and SANDY gray , medium SC/ - CLAY with scattered . . . dense! CL - 2 - cobbles (fill) . gray— very - - ish stiff. 4 , . - brown . . . . 45 dark - gray :8 —10— .I 13 -12- -14- loose! - - - FILL f ' dark soft soft- - CH -16 _ X - - 10.. SILTY.CLAY . gray firm - 18.- -20 — - 9 ' 0.25 22 - 24- . 26- -28 -30 12 SILTY SAND with some thin gray medium SM 2 ,layers of SILTY CLAY, dense 3 - -36- -38 - Note: The stratification lines represent the approximate boundary between material types and the transition may ' -40 - be gradual. EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geoloicol Engineers Carlsbad—Oceanside, California PROJECT NO. DATE BORING ''. • . , NO. 4 (pg. 1) .. • • • '239-6 April 1982 • DRILLRIG Continuous Flight Auger SURFACE ELEVATION 19 (approx.) LOGGED BY JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches IDATE DRILLED 2/26/82 DESCRIPTION AND CLASSIFICATION . DEPTH -J z Zj_ Cr w (o OW Q KS COLOR DESCRIPTION AND REMAR Cr CONSIST. . SILTY -SAND with some thin gray medium SM - - 20 layers of SILTY CLAY dense - 42 - -44 -46- -48 - 0 52 gray- ish - - 28 brown . - 56: - 93 CLAYEY SAND/SILTY SAND (formatiönal sandstone) . gray dense SC,: SM - - 58- -6O- . . . -62- 71 Bottom of Boring. = 65 Feet - - 66 Note: The stratification lines represent the approximate -. boundary between material types and the transition may - be gradual. .. . . EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES S. NORTH COUNTY PLAZA Consulting Soil, Foundation 6 Geological Engineers • • Car Is bad-Ocean side, California PROJECT NO. DATE BORING NO. 4 (pg. 2) • 0 • • S •• 0 0 • • . • • . S 239-6 April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 17 (approx.) LOGGED BY JB DEPTh TO GROUNDWATER Not Established BOAING DIAMETER 8 Inches IDATE DRILLED 2 /26/82 DESCRIPTION AND CLASSIFICATION DEPTH (FEET) -j z.uJ_.. -; z w DESCRIPTION AND REMARKS BOL COLOR CONSIST: . SILTY SAND and CLAYEY gray medium SM4 - - . SAND (fill) . dense SC.- 2 - (scattered cobbles) . . . : -6 11 17 • . . . . -10-- brown . . -)< 20 12 . . . . FILLt 14. - SILTY CLAY . : dark soft CH gray - 16 - 5 0.19 • . -18- -20- . . . . . -22.- -24- . . -26-J_4 0.16 -28- -30- -32- 34 -36 - £4 0.14 38 Note: The stratiticátton lines represent the approximate boundary between material types and the transition may - -40 — be gradual. EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Ocean side, California ROBERT PRATER ASSOCIATES . Consulting Soil. Foundation & Geologicoi Engineers PROJECT NO. DATE BORING NO.. 5 (pg. 1) . • . •• • • 239-6 April 1982 DAILLRIG Continuous Flight Auger SURFACE ELEVATION V 17 (approx.) LOGGEDBY JB DEPTH TO GROUNDWATER Not Established 6ORINGDIAMETE9 1 8 Inches DATE DRILLED 2/26/82 DESCRIPTION AND CLASSIFICATION .• cc (FEET) W 90L DEPTH Q. <<5 ZLLI_.. CL - W <> U, 0 DESCRIPTION AND REMARKS :SYM j COLOR CONSIST.SOIL TYPE SILTY CLAY dark soft CH - - gray. -42 - V -44- V 46 3 48 V —50- -52 -56 58 -62 : V V V V V SILTY SAND V - gray V medium dense. -ici- -64- brown - 37 V V V -68- V V ' V —70- -72 -74 dense :76 - 38 78 Note: The stratification lines represent the approximate V - boundary between material types and the transition may. —80— be gradual. EXPLORATORY BORING LOG V V, NORTH. COUNTY PLAZA Carlsbad-Ocean side, California V V ROBERT PRATER ASSOCIATES V Consulting Soil. Foundation 6 Geological Engineers PROJECT NO. DATE V BORING V NO 2) V V V V V V • V V 239-6-' April 1982 DRILL RIG' Conti nuous Flight Auger SURFACE ELEVATION 17 (approx.) LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8. Inches - DATE DRILLED 2 /26/82 DESCRIPTION AND CLASSIFICATION DEPTH (F -J zw__. 0. - Z w , wac DESCRIPTION AND REMARKS . BOL COLOR CONSIST. . SILTY SAND gray medium SM.- >< 45 dense -82 - - -84- • -86- • -88 -. 57 -92.- 94 - -96 - -98- . . . -100_I 3 -102 - -104-- CH 127 SANDY CLAY (formational Iaystone) . gray . hard . ., -106 gel -108- Bottom of.Boring = 110 Feet ___________________ Note: The stratification lines represent the approximate . , , - boundary between material 'types and the transition may be gradual. EXPLORATORY BORING LOG, . . NORTH COUNTY PLAZA ROBERTPRATER ASSOCIATES, ' Consulting Soil. Foundation 6 Geological Engineer •• . Carlsbad-Oceanside, California PROJECT NO. • DATE BORING NO. 5 (pg. 3) • - • . . ' . 239-6 April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.) LOGGEDBY JB DEPTH TOGROUNDWATER Not Established BORING DIAMETER 8 Inches - 'DATE DRILLED 3 /3 /82 DESCRIPTION AND CLASSIFICATION .. SOIL (FEEfl zw_ - u.I cr U) ow Lu DESCRIPTION AND REMARKS SYM B 0. COLOR CONSIST . CLAYEY SAND (fill) brownt medium SC - - dense -.2 -s • gray- - - ish S brown -6- -8 -10- .- — loose- - >< 19 medium -12- dense. - -14 - ___ FILL ?. .16 S!LTY CLAY S gray soft CH .' -18- -20-r- S • - - J_ 7 0.23 - 22-- 24'- 26 28 -30-. 32 - - -_L 15 SILTY SAND dark gray medium dense -- SM -34- 0 -36- -38- Note: The stratification lines represent the approximate boundary between material types and the transition may - —40 - be gradual. S .. EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil. Foundation 6 Geological Engineers Carlsbad-Ocean side, California PROJECT NO. DATE BORING NO. 6 (pg. 1) 239-6 April 1982 DRILLRIG Continuous Flight Auger. SURFACE ELEVATION 16 (approx.) LOGGEDBV JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 3/3/82 DESCRIPTION AND CLASSIFICATION EFEEP En TH Cr zw__ 0 0 Z j . z w z cc OW 02 DESCRIPTION AND REMARKS . SOIL S COLOR CONSISTBOL'. . YPE SILTY SAND dark medium SM - - 8 0.17 gray dense CH 42- - SILTY CLAY dark soft gray - - - 46- 48 -- 50'. (some interbedded silty sand) ., - - 9 0.16 -52- 54 -56 - -58- __________________ -60-- 26 0.10 Interbedded SILTY SAND and CLAYEY SAND gray medium dense SM! SC - 62 1 -64- 66 -68 - gray- -70— - - .21 ish brown . - 72 -74 - 76 - -78- Note: The Stratification lines represent the approximate boundary between material types and the transition may —80— be gradual. . . EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineers Carlsbad-Oceanside, California PROJECT NO. DATE BORING NO. 6.(pg. 2) 239-6 April 19,82 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.) LOGGEOBY DEPTH TO GROUNDWATER Not. Established BO RING DIAMETER. 8 'Inches DATE DRILLED 3 /3 /82 DESCRIPTION AND CLASSIFICATION . E z w __ WCC - 8 QCr Z * w ' W OW M 0 DESCRIPTION AND REMARKS COLOR BOL CL CONSIST.TYPE Interbedded SILTY SAND and gray- medium SM - - I 19 CLAYEY SAND . . ish . dense . SC - 82 - brown - - - 84- 86 - 88: -90--i- -130 92 94 • -96- 98 -100-. -.122 _102- -104- -106- -.108- 37 green- ish dense. . -'112- . gray -114- N '-116- :118: SILTY SAND - gray medium Note: The stratification lines represent the approximate boundary between material types and the transition may dense , ' SM . - 420- 59 - be gradual. . ' EXPLORATORY BORING LOG' . NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil, Foundation 6 Geoogicol Engineers Carlsbad-Oceanside,' California PROJECT NO. DATE BORING NO. 6 (pg. .3) '239-6 April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.) LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8 Inches DATE DRILLED 3/3/82 DESCRIPTION AND CLASSIFICATION / z w __ -' w 0 W DESCRIPTION AND REMARKS S COLOR CONSIST . BOL SILTY SAND V gray medium SM - V V dense. -122- V 124 - SANDY CLAY (formational gray hard C L claystorte) 126 V V -128 - V V brown - - Vx V =13O-= Bottom of Boring = 130 Feet Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. V V V V V V V V V V V EXPLORATORY BORING LOG V V NORTH COUNTY PLAZA V ROBERT PRATER ASSOCIATES V Consulting Soil. Foundation 6 Geological Engineers V Carlsbad-Oceanside, California PROJECT NO. V V DATE I BORING NO. 6 (pg. Z) V V V V V V V V V V V V 239-6 April 1982 1 V DRILLRIG Continuous Flight Auger SURFACE ELEVATION' 16(approx.) I LOGGEDBY LTJ DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED 3/5/82 DESCRIPTION AND CLASSIFICATION (FE W CLUM/) 9 Zuj__ a. o z W ci DESCRIPTION AND REMARKS S BOL COLOR CONSIST SOIL TYPE SILTY SAND and CLAYEY . gray- medium SM - - . SAND (fill) .•. 0• , ish dense SC - 2 - brown - - and 4 brown : :z 26 -8- • —10--- loose - . - >< 8- 12 14 x FILLt 16 - - 18 SILTY CLAY gray and soft CH gray- ish brown . . - - J_ .3 0.22 22 - -24- -26- - 28 - (sand lense at 31 feet) . . . . . - 19 0.16 32 .34 -38 Note: The stratification lines represent the approximate boundary between material types and the transition may . 40 be gradual. EXPLORATORY BORING LOG NORTH .COUNTY.PLAZA Carlsbad-Oceanside, California ROBERT PRATER ASSOCIATES Consulting Soil.Foundotion &Geological Engineers . PROJECT NO. DATE BORING NO. 7 (pg. 1) 239-6 . April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION . 16 approx.)I LOGGEDBY LTJ .DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8 Inches IDATE DRILLED . 3/5/82 DESCRIPTION AND CLASSIFICATION . (FEET)tj z uJ _. uj w z DESCRIPTION AND REMARKS BOL SYM COLOR CONSIST . SILTY CLAY . . gray soft CH - - 14 0.24 -42- 44 V - -x 46 - --48- SILTY SAND gray medium SM. -. - and dense gray-17 —50-1 ,.• . ish- brown . . -52- . . 54 -56 - 58 —60- 26 62 'V V - -64 66 - 68 - V gray- dense . 70 -r - 34 I ish brown . . 2 -74- -76 - CLAYEY SAND (formational gray- 'dense SC sandstone) . V . ish . - brown 78 - - 120 V V Bottom of Borina = 80 Feet Note: The stratification linerepresent the approximate boundary between material types and the transition may . . .\-80 - -311 = begraduJ. EXPLORATORY BORING LOG NORTH COUNTY PLAZA ' V , Carlsbad-Oceanside, California ROBERT PRATER ASSOCIATES Consulting Soil, Foundation. 6 Geological Engineers PROJECT NO. DATE BORING • • NO. 7 (pg. 2) . . • . . V • • 239-6 °•. April 1982 DRILL RIG Continuous Flight Auger SURFACE ELEVATION 17 (approx.) LOGGED BY LTJ DEPTH TOGROUNDWATER Not Established BORINGDIAMETER 8 Inches ]_DATEDRILLED 3/5/82 DESCRIPTION AND CLASSIFICATION -. M zw_.. 90L Cr Z w X Z 0 EE . DESCRIPTION AND REMARKS S COLOR CONSISTBOL. . SILTY SAND and CLAYEY gray- loose- SM - - SAND (fill) . . ish medium SC - 2 - brown dense .. . - -4 . light - - - >< gray -6 21 FILLt . ____ 8 - CLAYEY SAND (fill?) gray medium SC • dense -10-x --12- - SILTY CLAY. . gray soft CH - 14.- ::: 9 0.21 • . -18 -20- -22 - '.24 - • . -26-IL 7 . 0.15 -28- -30- 32 Si,_ Interbedded SILTY SAND and gray medium CLAYEY SAND with some dense SC -34 - SILTY CLAY and GRAVEL . lenses • . . . - . -36- 30 S • . -38- Note: The stratification lines represent the approximate- boundary between material types and the transition may -40 - be.gradual. . . . EXPLORATORY BORING LOG . . NORTH. COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geologic& Engineers Carlsbad-Ocean side, California PROJECT NO. DATE BORING NO. 8 (pg. 1) • 0 239-6 April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 17 (approx.) LOGGEDBY LTJ DEPTH TO GROUNDWATER Not: Established BORING DIAMETER 8 Inches DATE DRILLED 3/5 /82 DESCRIPTION AND CLASSIFICATION FE z w -- a: wax w DESCRIPTION AND REMARKS SM COLOR CONSISTBOL. . Interbédded SILTY SAND and gray dense SM! - - CLAYEY SAND with some and . SC -42 - SILTY CLAY and GRAVEL gray- .. - lenses . . . ish brown - -44 -46-I 52 48'- -50-- -52- .54- -56 I45 --58 CLAYEY SAND (formational gray- dense SC sandstone) . . - ish brown . -60- . and orange . 6 64 66 88 >< -68'- 75.. Bottom of Boring. = 69 Feet - . . - -'o- Note: The stratification lines represent the approximate boundary between material types and the transition may - be gradual. . •. . EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineers . NORTH COUNTY PLAZA Carlsbad-Oceanside; California PROJECT NO. DATE BORING NO. 8. (p g. 2) 239-6 • April 1982 BIBLIOGRAPHY I LeRoy Crandall and Associates, "Report of Supplementary Sóil'Studies, Phase II.. Development, Proposed Shopping ,Center, El Camino Rial Near The Vista Freeway, Carlsbad, California," June 9, 1967. LeRoy Crandall and Associates, "Inspection' and Testing of Compacted Fill, Phase II I Grading, Proposed Plaza ,Camino, Real Shopping: Center f El Camino Real Near The Vista Freeway, Carlsbad, California," April 29, 1968. ' LeRoy Crandall and Associates, "Inspection and' Testing of 'Compacted Fill, ' Proposed' Site Improvement and Utility Services, Plaza Camino Real Shopping Center, El Camino Real Near The Vista Freeway, Carlsbad, California," June 11, 1969. LeRoy Crandall' & 'Associates, "Settlement Data, Proposed Phase Ill, Plaza Cimino ' ' , Real Shopping Center, Carlsbad, California,", February '3, 1972. Woodward-Gizienski & Associates', "Preliminary Soil Investigation, Buena Vista , Marshland-Fill, Area, Oceanside, California," 'November' 8,, 1971. Woodward-Gizienski &,Associates, "Preliminary Soil, Investigation, Buena. Vista Marshland-Fill Area, Carlsbad, California," January 24, 1972. I ' Woodwàrd-Gizienski & Associates, "Settlement Analysis, Vista Sanitation 'District Schedule I-Gravity Sewer Line, Carlsbad, California," February 15, 1972 I Woodward-Gizienski & Associates, "Final Report of Engineering Observation and Compaction' Testing. for Buena Vista Lagoon Project, Carlsbad and Oceanside, California," December 7, 1972. I • Woodward-Clyde Consultants, "Site Expansion Feasibility, Plaza Camino Real, Carlsbad, California," October 18, 1979 California Depa,tment of Transportation, transportation Laboratory,' Materials and Research, Engineering Geology Branch, "Geologic Investigation and Soil Analysis of Buena ,Vista Lagoon, Oceanside, San 'Diego County," January 1982. "H I I I, 1' ' ' : ' •' ' ': •• , ' ' , , ;• ' ' ' • ''. FORM 1 PAGE 1 TITLE 24 - DIVISION 4 EVALUATION BAS IC ENVELOPE VALUES DATE. 0586 JOB NO OFGG PROJECT TITLE : SOUPLANTATION LOCATION : CALIFORNIA CALCULATIONS BY: APPROVAL ------------------------------------------------------------------------ - THESE CALCULATIONS COMPLY WITH DIVISION3 1 AND 4 OF TITL A. . SITE DESCRIPTION . . .. . . .. --------. . . . . . . . . LOCATION CODE NO. 202 DEGREE DAYS 146 LONGITUDE C) LATITUDE 33.8 OUTSIDE WINTER DESIGN 36 F.. .. OUTSIDE SUMMER DESIGN . 91 F.. TEMP DIFF WINTER (70—OA) 34 F. TEMP DIFF SUMMER (OSA-73) 13 F B BUILDING DESCRIPTION ( CODE NO. 034 _OCCUPANCY -------- NUMBER OF STORIES 1 GROSS CONDITIONED FL.REA 8216'... SF. . BUILDING HEIGHT . . . FT.. GROSS HTD (ONLY) FL.AREA . 8216 . SF..'. I. GROUND FLOOR PERIMETER 399 FT. C. BUILDING -------------------------- ENVELOPE VALUES 1 WALLS . .•• .• : . .. . .... OPAQUE WALL AREA (Aw) 2931 SF. GLASS AREA (A9) . . 1058.5 SF. GROSS WALL AREA (Aow) 4029.5 SF. DOOR AREA (Ad) 40 SF a WALL HEAT TRANSFER VALUES (AVERAGE) WINTER VALUES SUMMER VALUES Uij WALL : 0.087 .. UWWALL. ., . 0.086 U9-GLASS . 1.13 . Ug GLASS . . . . 1.1. Ud DOOR 0.49.: Ud DOOR . . . . 0.49 b. ADDITIONAL WALL VALUES (AVERAGE) .. . . •. . . . . . . GLASS SHADING . : . . WEIGHT OF WALL. (Wu) 7.3 LB/SF COEFFICIENT (SC) 0.95 . . . SULARFACTOR (SF) . . 101.6 MASS COEFFICIENT . .. . .... ..... .. . ... . . •. . FACTOR . (MCF) 1 . . . . ... .. 1 . .., . .. . ... EQUIVALENT TEMPERATURE DIFF. (TDe) 44 0 •. •::. : 2 FLOOR VALUES (AVERAGE) FLOOR AREA OVER UNHEATED SPACES . (Aot) C) SF FLOOR U' VALUES (Uf) . . 3OUPGG SOUPLANTATICIN FORM 1 PAGE C. - 3 ROOF AREAS OPAQUE ROOF AREA (Ar) 8216. SF.. SKYLIGHT AREA (As). 0 SF. TOTAL ROOF AREA (Acir) .8216 SF. V. OF SKYLIGHT As/Aor 0 V. a ROOF HEAT TRANSFER VALUES (AVERAGE) WINTER VALUES MASS COEFFICIENT (Mc) 1 ABSORP.TANCE OF ROOF MATERIAL (Ac) '0.79- c. SKYLIGHT AREA OVER 5/ OF ROOF AREA FOR HEATED (ONLY) STRUCTURES 5/AREA.05xAc'r 41C).8 ...:. ACTUAL 7.As• .0 . . IF ACTUAL IS OVER 5/ SEE * D. COMPLIANCE VALUES 1 HEATING DESIGN CRITERIA ** ITEM REFERENCE ALLOWABLE VALUES PROF OSED VALUES WALLS . Uow FIG. 1H 0.442 . ... 0.365 ROOFS Uor FIG. C.H 0.1 0.048 FLOOR Ijuf FIG. 3H 0.289 0 OVERALL Uo FIG. 4H 0.213 .0.152 2. .COOLING DESIGN CRITERIA **' . . . .: . • WALLS . OT.TVw • FIG. 1C . .3h8 ...31.86 • ROOFS • OTTVr . FIG. 2C . . .,, •••• 4.1 .' •: . 1.52 . . •• • OVERALL OTTV FIG. 3C..13.21 11.5 * IF SKYLIGHT AREA IS OVER 57..USE:AUTUMATIC LIGHT. SENSITIVE SWITCH SYSTEM IN DAYLIGHTED AREAS • ** IF PROPOSED ho AND QTTV VALUES ARE EQUAL TO OR LESS THAN ALLOWABLE VALUES, BUILDING ENVELOPE COMPLIES WITH DIVISION I. AND 4 OF TITLE 4 • .•• . S. S. S •5 • S •. • •. S • . : S . O6FGG7 SOUPLANTATION FORM 2, PAGE 1 TITLE 24 - DIVISION 4 EVALUATION 'U' FACTORS OF BUILDING .ENVELOPE A OPAQUE WALLS :DESIG_ WALL TYPE . WEIGHTED NATION TYPE . WALL ITEM .• . 1 : 2 . 3 4 5 . AVERAGE Aw Area (S.Ft) 2931 2931 UW U' SUMMER 0 06 0. 086 Uw 'U' Winter C) 087 0.087 MCF MassCoeffFactur 1 1 TDc Euiv Temp (F) 44 44 Ww Wa) 1 Wei9ht(#/S Ft) 7.3 7.3 B GLASS IN WALLS DESIG— . .. . . . .. . . .• . . GLASS TYPE . .. •. WEIGHTED NATION TYPE WALL ITEM 1 2 3 4 5 AVERAGE .,Shading Coe ff. 0.95. . 0.95 : . ....0.95 - U9 : . 'U' Summer 1.1 . ::1.4 .. . .: . .. 1.1 U9 'U' Winter 1.13 1.13 1.13 Solar Orientation S N Area . 346.5 245.5: :. . '•. - . .. Solar Orientation E Area 120 Solar Orientation W Area 346.5 Solar Orientation Area Solar Orientation Area SF* . So1ar.Factor . , 123.2.. .30 " ,,, . '. ' . . .: . .. . 101.6 A9 Total GlassArea 813 245.5 1058.5 * VALUE OF 30 FOR 'GLASS IN SHADE. ** SHADING COEFFICIENT AS PER MANUFACTURER'S DATA, OR' TABLE 3 OF ENERGY MANUAL C) S . SOUPOG, SOUPLANTATION FORM 2 PAGE 2 TITLE 24 - DIVISION 4 EVALUATION 'U' FACTORS OF BIJILDING -------------------------------- ENVELOPE .. . .. ... . ROOF AREA (OPAQUE) DESIc. . •. . . . . . :.ROOFTYPE . WEIGHTED. NAT ION TYPE ROOF ITEM . .'l* . : 2 •. . .. 3. 4 5 AVERAGE Ar . . Area (S.Ft) 8216 H .. . .. . . . . :8216 Urs 'LI' Summer 0 047 0.047 URW U WINTER C 048 0..048 AC ABSORPTANCE i.i 79 0.79 MC MASS FACTOR 1 1 Wr Wei9ht(*/S Ft) 3.6 3.6 SKYLIGHTS DESIG— SKYLIGHT TYPE WEIGHTED NATION TYPE SKYLIGHT ITEM .•• 1.: . 2 : . .4 5 . AVERAGE. As. Area (S.Ft) : .•. ., :... :. : .. . .. 0 SC Shading Coeff. 0 Us 'U Summer 0 Uw 'LI' Winter. 0 DOORS DESIG— DOOR TYPE WEIGHTED NATION TYPE.: DOOR ITEM - 1 : :2 3 .4 . 5. AVERAGE. Area (S.Ft) ..40 S . ..: . : :40 Us. . "U.. Summer . .0.49.. .•. . .. ... . .. . . . 0.49 Uw 'U' Winter ...0.49 0.49 FLOORS: . . . DES IG. . : : • •. .. FLOOR TYPE . . WEIGHTED H, NATION TYPE . FLOOR ITEM . 1 .2 . .3 ......: 5. AVERAGE Af . Aea (S.Ft) ------------------------------------------------------------------------------- . .. H. ., . .. : .. . . 0 Wf Wei9ht •(*/S,Ft) . : ............ . . ... .. 0 Uf 'U' Winter 0 S ....... 301JP0€3, SOIJPLANTATION CALCE, PAGE -'l V V TITLLW .- DIVISION 4 EVALUATIOIW. V V DIVISION 4 COMPLIANCE V V V ( ROJECT TITLE : SOIJPLANTATION V V LOCATION : CALCULATIONS BY: : ..: V HEATING COMPLIANCE V V (TO:.MAXIMIZE WALL GLASS BY HEAT BALANCE) HEAT BALANCE OF WALLS AND ROOF STANDARD UOW 0.442 1H STANDARD Uor 0.1 2H STANDARD Uof 0.289 3H MAXIMUM ALLOWABLE UO = 0.442 X 4029.5 + 216 X 0.1 +.oX 0 V --V 0.213 4H V • VV V V::.V 40295 + 8216 o'Y (HEAT BALANCE) fl WHERE VALUES ARE STD. ALLOWABLE VALUES GIVEN IN FORM -1. PG. 2 PROPOSEDUO = ,V V :1 • V V • 0-.365-X 4029.5,+ 82161 0.048 +.0 X 0 , V V V : . -------------------------------------= V •• 0. 152 SH 4029.5 + 6216 + 0 WHERE VALUES ARE PROPOSED VALUES, ITEMS 6H & 7H PROPOSED UOR = V V V 0.048 X 821640X 0. • V. V...,:. V. • :: •V V • -----------------------------V = • •• • • 0. 048 6H V 8216 PROPOSED UOW = 0.087 X ,+2931 X 1 + 1.1Z' X':,105 8' 5 + 0.49 X -40 --------------------------------------------------------------= 0.365 • 7H 4029.5 CMAXIMUM ALLOWABLE UOW = 0 54 8H S SOIJPGG7 S.OUPLANTAfION CALCS, PAGE 2 C COOLING COMPLIANCE (TO MAXIMIZE WALL GLASS BY HEATBALANCE) STANDARD OTTVW = 31.8 1C STANDARD OTTVR = 4.1 2C MAXIMUM OTTV = 31.8 X-4029.5 + 4.1 X E216 ---------------------------------= 13.21 4029.5 + 8216 WHERE VALUES ARE ITEMS 1C AND 2C PROPOSED OTTVW = 0.086 X 2931X 44 + 1058.5 X101.6 X0.95+ 1.1 X 1058.5X 13 ---------------------------------------------------------= 31.86 4C 4029.5 PROPOSED OTTVR = C 41 X 6216 X 0.047 X;0.79 X-"1 118 X 0 X 0 + 13 X 0 X 0 --------------------------------------------------------------= 1.52 5C 8216 WHERE VALUES ARE GIVEN IN FORM I PG., 2 PROPOSED OTTV 31.86 X 4029.5 + 1.52 X 8216 --------------------------------= S • 5 6C 4029.5 + 8216 WHERE VALUES ARE 4C AND SC. LINE 6C MUST BE SMALLER THAN LINE 3C. MAXIMUM ALLOWABLE OTTVW = 13.21 + 8216-1 ( 13.2l '--l.52 ) : 37.05 7C: 4029.5 • HEAT TRANSFER COEFFICI' Form 3 PROPOSED CONSTRUCI M MBLV lor..............-.. R List of Construction Components Stucco 17 Ru Insulation/1.1 framing factor 10 3. 5/80 Gypsum Board 54 Ir2. 4 7 I C & I Inside Stjrfac,A.rFilm .68 68 COOSflg Sk.tch of Construction Assembly ?.' Outside Surface Air Film . S WEIGHT- swtt2 COOfl9 Oi.ckon.. Total 11.64 11.56 aiwing beating Well Root - UVIIU.ft/Rt) .086 087 cooling 7. S HEAT TRANSFER COEFFICII PROPOSED CONSTRUCTION •MBLY Form 3 C B List of ConstrucdoN Components Built—up Roofing 33 2. 1/2' Plywood .62 1119 Insulatiop 19 7. insds Surfate Air Film .9Z :.61 - & tooling hosting Sketch of Construction Assimby. • Outside Surfac.:Air Film : 25 .17 WEIGHT 3.6 lb/ft2 cooling heating .Q*ckon. TotR,istamcsR1 21.12 20 73 cooilng hosting Wall - • •• 0 • • • XXX Roof UVIU.O/Rt) .047 .048 cooflng hosting Floor - C ..JMENTATION FORM Form 4 •. HVAC SYSTEMS COMPLIANCE (Compl.ta for each ,yam) project rio. Soup 1 an tat ion Documented by_________ Location California Dii. Pro)ut Dsshgnr______________________ Checked by________ Onto________ DESIGN CONDITIONS Budding oipancy type (Table 1 of Appendix I) 034 Piojict Latitude (Table 2 o Appendix I)............. ... 33 .8 Hosting D.gr,. Days (Table 2of Appendix I) 1496 HEATING LOAD DOCUMENTATION (Attath calculations). Outdoor Desn T.mp.ratur. Winter 36 Indoor Design Temperature.'. 72 Outdoor Air -- CFM Heat Loss From Outdoor Air - Tsmraturi Of adjacent unheated $$ ........... - . Transmission HostingLoss.s 106695 BtulHr _f Infiltration Air - CFM Most Loss From lnfiIadon. - - Btu/Hr. Ventilation Most Loss From V.niation 118436 6tuli4r. Outdoor Air for Special Processes - - CFM Hut Loss From Process Air - - 8tu/Hr. Othir.Hsst Losses (describe)- 8tuIHr. Total Hut oases 2 5131 IHr COOLING LOAD DOCUMENTATION (Attadicalculations) Outdoor Design Temperature. sunwn.r dry bulb 91 Outdoor Design Temperature. summer, wet bulb........... 70 Indoor Design Tiflpiriri uirner dry bulb Indoor Design Temperature. summer wit bulb 65 - Trw.mi Won Heat Gain ....................................45802 81u/H, Infiltration Air - -CFM 14..t Gain From Infilvadon • S Outdoor Air for SPedal Procisa, .......................:. - -CFM Hut Gain for Process Air - 9751 4 . Solar Heat Gain Throu% . ........ . :.. ... 2 4 71 .. Most Gain FrornUghu. Equlpm.nt. People. etc.. . . :• ,vilir. Most Gain From Other Sources - - Outdoor Air Fixed Minimum Type Systarn • • CFM Per Person -(Not to Exceed Tabulated • • • • Minimum Ventilation Rita,). • : . • . _1 5 CFMlP.s Heat Gain From Outdoor Air. 50256 . . F'%g. Fe,,,. 4 - DuaI4uct or multizon. systems - g.v. r.trwnce po.tications page or drawing number which will ihow complsancp wth C. tI's. following REFERENCE Not dick temperature - must be automatically rat to the lowest mmperature nswy to satisfy the zone requiring the most hssting. .NA Cold dick temperature - must be automatically r.t to the t.mp.rature n.ar1 to satisfy the zone requiring d'se most cooling. NA Rscooling system - give reference specifications page or drawing numbs, which Shows compliance with the following it recoolir'sg 20% or more of the total win th. systim CW'sols vspust autornadcailly resat the tzirr ersture of heated supply t. lowest : . msnp.rature necessary to satisfy the ne requiring the most heating. NA HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special r.wim.nta or restrictions. In this sectiOn the type of system used in the design must be listed and any speaai rsscvons even here referenced to show compliance. Supply reterincesso proper specitu. cations page or drawing numbers. Type HVAC Syst.ms Used -List type of system to be used hem (indude all systems for heating or cooling in the building). include r.ferencs for specifications for each system 2 nominal 10 ton and 3 'nominal—`5 ton packaged rooftop air conditioning. units • See mechanical drawings.. Constant volume reheat system - when serving both: Interior and sxtenor ton.. —separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the cooling coil REFERENCE NA C Form 6 *CUMENTATION FORM .& '. :..' 'ACEQUIPMENTCOMPLIANCE . . . . . ................................................................................................ eterences giving the specification page or drawing sheet number or manufacturers data must be submitted to demonstrate com- pliance with Division 6 of the standards. . .. . ...... .. . .. . . . ELECTRICALLY OPERATED COOLING " Standard rating capacity. Btu/hr. .. '. .35 tons: SYSTEM EQUIPMENT '. 'Minimum .EER (COP) Reference mech sheets ABSORPTION WATER CHILLING Heat source (check one) NA COOLING SYSTEM EQUIPMENT' i. ' ', Direct fired (gas oil) , Indirect fired (steam hot water) Minimum EER (COP) Reference (' COMBUSTION HEATING EQUIPMENTS Minimum combution efficiency at (Oil and gas fired comfort maximum rated output mech sheets heating equipment— i Rference ELECTRICALLY OPERATED HEATING Minimum EER (COP) HEAT PUMPS Reference Supplementary Heater Control Reference ELECTRICAL RESISTANCE SPACE ' REFERENCE FOR FULL LOAD ENERGY., HEATING EQUIPMENT INPUT AND OUTPUT QJ EMENT FOR MAINTENANCE. FOR MANUFACTURERS MAINTENANCE AND.' '"• . . FULL AND PARTIAL CAPACITY ANQ.STAND-BY INPUT(S) AND OUTPUT(S) ' ' ': . " SPECIFICATION REFERENCE mech sheets C S . SINGLE HOUR LOAD CALCULATION OUTPUT ' Jul 1800h: : SOUF'LANTATION: RESTAURANT '• . 'JOB NAME: SOUFLANTATION RESTAURANT DATE PREF'ARED: 05-23-19B( SITE NAME California 6(5U1852 OUTDOOR DB/WE3: . 88o/69O F' INDOOR DB.75.o F RH:1 X - S . , . Zone Lods System Information Suuimary pq 1' • LOAD COMPONENT' '" •; 'SENSIBLE(Eltu:'hr)' . LATENT(Btu/hr) ...... ' •' SOLAR GAIN •' '1, 97,514 '• . ••. . fl ' ' GLASS TRANSMISSION 2o 7:4 U WALL TRANSMISSION 4q674 U ROOF TRANSMISSION ,, ' '.' ' ', 14q 394 TRANS. LOSS TO UNCOND. SPACE "S ", ''H 0 ' ' ' ' 0 ' LIGHTING ( 1 9 4 W TOTAL) 42q 062 C) OTHER ELEC. ( 2465 W TOTAL) 8,412 C) PEOPLE ( 2')5 PEOPLE- TOTAL) .57,512 55,458 MISCELLANEOUS LOADS ), t)C)fl :o COOLING INFILTRATION ''' - , " •:'". ' OH- .' '.. " 0 " ' 'COOLING SAFETY LOAD ,' , ' ' ' '' •' : "o , " ' ' ' o SUB-TOTALS 2s13c): 85459 NET VENTILATION LOAD 7. UUfl CAF m) 42q 768 7488 SUPPLY FAN LOAD (BHF= 4 4) 11227 C) ROOF LOAD TO PLENUM o (1 LIGHTING LOAD TO PLENUM"'.0 ' '-• 0 ' ' ------------------- TOTAL COOLING LOADS ::5298 92946 TOTALCOOLING LOAD = Btu/hr, 428.244 or ' 35.69 ' Ton', or ;. . ' •. 230.2 sqft/,Ton ZONE TOTAL FLOOR AREA ' " = ", , I: ' 8,216.00 sqft ZONE OVERALL U-FACTOR ' ' = ' " - 0.208 . BtLI/hr/sq•ft/F Transmission and Solar Gain by Exposure 'LOAD COMPONENT , ' AREA ', " TRANSMISSION' : - .SOLAR GAIN' H '(sqft) ' - 5 (Btu/hr-) ' Btu/hr) ' GLASS LOADS NE w C) U C) E 12') 1,716 2,765 SE C) C) C) S :47 4955 47fl SW C') C) C) W 684 9,774 78,7:7 NW C_) I) C) N " • 720 ' , : 10289 " : ' , 11,943 W.- WALL LOADS NE C) - E 91C) 11 09 w - SE C) C) - S 619 8=4 - SW C) C) - W 684 2,052 - NW •'' - N 72') 72') - S , . ' ' Q. S • SINGLE HOUR LOAD' CALCULATIIJN OUTPUT; 1'• Jul iEJ(h SOLJFLANTATION RESTAURANT J 0 NAME: SIJUFU ANTAVION RESTAURANT DATE PREPARED: 05-2-1 Q SITE NAME: ', , California' S0S018S2.. 1 OUTDOOR D B/w D: 89.0/ 69.0 F. 'INDOOR DB: 75'0 F " RH: Coil Se]ection . Parameters:,pq 2 COIL ENTERING AIR TEMP. (DB/WB) "=: 78.9/, 65. 6 de F. • '. COIL 'LEAVING AIR TEMP. '(DB/WB) • ' =1' 5.Q/ 54.4' deg F COIL SENSIBLE'LOAD , '• • ' " ' 335,298 Btu/hr .' ' • ' 'COIL TOTAL LOAD : , ' '' "428,244 Bti.t/hr ' COOLING SUPPLY AIR TEMFERATUF = 55 u dg F 'TOTAL COOLING Cf m • '•'=. ' ' ",.' 12,826 Cf m , • COOLING C-Fm/sq+t = 1.56 C+m/sqft RESULTING ROOM-REL. HUMIDITY = 55-7 COIL' BYPASS FACTOR, ,'=, '•' 0.050 '' ' • " ' C '.",• ' " •' HEATING LOAF) CALCULATION OUTPUT SOU ITATION RESTAURANT JO1 NAME: SOUFL.ANTAT1RFSTAtJRANT : DATE PREPARED 1986 SITE NAME Ca] if orni a O5()l852 I WINTER DES IGNDRY DULD: .'.36. C) F INDOOR DE 72.0 F * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** ** >X * * * ** * ** * * * * * * * * * * * * * ** HEAT ING:LOAF) SUMMARY Nce Heating. load computed a - inter dc?c3lgn condition. LOAD COMPONENT • • LOAD (Btu/hr) WALL TRANSMISSION • '•.• 9,181. ROOF TRANSMISSION 14,197 GLASS .TRANSMISSION 741():2 TRANSMISSION LOSS TO UNCOND 'SPACES- INFILTRATION Loss o SLAB FLOOR 9,285 HEATING SAFETY Btu/hr- -------------------------------------------() SUB—TOTAL 1U6, 696 NET VENTILATION LOSS 118.4:6 TOTAL HEATING LOAD 225, 11 HEATING SUPPLY ['fin 2,553 Cf m HEATING SUPPLY AIR TEMPERATURE 110 .0 deg F HEATING VENTILATION AIR Cf rn 3,flC) C+ fn HEATING SEASON ROOM DRY BULB TEMP. 72 1) deg F ***'***************************************•*•***************** :. • • • (74 C .......... SCHOOL FEE COMPLIANCE CERTIFICATION (Government Code Section 53080(b)) 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 School District and returned to the Building Department of the City of Carlsbad. PROJECT INFORMATION (To be completed by the applicant) Project Address: - Az4 (MRoAJ )7z Project Applicant: Project Type: Residential/No, of Dwellings XCotnmercial _Industrial Phased Project: Yes INO. Building Permits are for entire project 1-Yes No. Square feet of covered or enclosed space f2'g /?esav Plan check or Building Permit No. f'-T'/-- Official,checking form Date INFORMATION VERIFICATION (To be completed by the project applicant) I, , declare under penalty of perjury under the Laws of the State of California that I am the project applicant for the project listed above and that the foregoing information is true and correct. Executed this .'2. day of , 1987, at California. C) FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080. Project is subject to-an existing fee agreement X Project exempt from Government Code 53080. Final Map approval and construction tarted before September l,'1986. (other school fees paid) - - - Other - School District Official: SIGNATURE NAME (PRINT) - TITLE j3A) C-1 DATE • 0(9(0 -PHONE NO. COMMERCIAL/INDUSTRIAL APPLICATION. FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY OF CARLSBAD APPLICATION: NEW______________ (CHECK ONE) REVISED__________ BY- gnatureof City Representative BUILDING P.C. NO.:caK_4. APPLICATION NO.: 3/0 INDUSTRIAL CLASS: _37 DATE: APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT GENERAL: SITE APPL I CAN T :50t- tL t(O 261-~ ADDRESS: TYPE OF BUSINESS: APPLICANT'S ADDRESS: _2.Q.. O'< 2_Dec7 E3J Ck-o,A atao B. WASTES AND PROCESSING: (Check where applicable) Domestic Waste Only fl Industrial Waste Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and: Physical Characteristics of proposed waste):_______________________________________________________ CX)5L)YY) z?- tL'-p<> tLiJ~3N t GENERAL DESCRIPTION DESCRIPTION OF PROCESS (If Applicable): C.. WASTES TO BE DISCHARGED TO SEWER: WASTE: TREATED:'_______ (Check One) UNTREATED:_y( zs Uo. CF '- 20 0 QUANTITY: AVERAGE GPD (Daily) MAXIMUM GPD (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM:áVtt, rc (Print)! TITLE: -4-x1 , / iIGNATUR E: --gs"FiF ; •I 1 HUGHES INVESTMENTS - SHOPPING CENTER DEVELOPMENT & INVESTMENT March 3, 1987 HAND DELIVERED cts6Io City of R+v-erside CommunIty Development 394e—Mai-rrStreet R+de —eA--2 Attention: Mr. Scott Evans Re: SOUPLANTATION RESTAURANT North County Plaza Gentlemen: This is to confirm that Hughes North County Associates is responsible for the cost of sewer permits for the Souplantation Restaurant at North County Plaza. The sewer permits, in this case, will be those which are available at $150: per ED(J per prior agreement. Please let me know if you have any questions regarding this matter. Best regards, HUGHES NORTH COUNTY ASSOCIATES - Brian C. McConnell, AlA BCM:àbh cc: Wendy Hinman John B. Potter TWO CORPORATE PLAZA,SUITE 250 - P.O.BOX 8700 NEWPORT BEACH,CA 92660• (714) 759-9531 FAX(7I4) 759-0128 L.!iL fjE: - -. MorIj PIqz4. CORRECTION LIST MAILED_______ tom CL UL / 7 6444M --WTWY at [ / FINAkOPM F- • k'r / -. ---- / • FIRE DISTIUCT BUILDING •-: • .•. ..•;' • •. • •. • •