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Home My WebLink About2219 PALOMAR AIRPORT RD; ; 81-485; PermitUSE BALL POINT PEN & PRESS HARD - APPLICANT Th/ L IN IN WITHIN SHADED AREA A, DECLARATIONS o provisions of Chapter 9' (commencing -with I Section 7000) of Division '3 of the Business and Professions Code,' and my license Is in I full force and effect. Lic. No. __________ Class o_ - . • ,, I hereby affirm that I am exempt from the. Con. - ' , tractor's License Law for the following reason. (Sec. 70315 Business and Professions Code: Any city or • county which requires a permit to construct - atter, improve, demolish, or repair any structure, a prior to its issuance also requires the applicant for 4 such permit to tile a signed statement that he is licensed pursuant to the provisions 'of the Con- - tractor's License Law (Chapter 9 commencing with ,. 4 Section 7000 of Division 3 of the Business and Pro lessions Code) or that is exempt therefrom and the" basis for the alleged exemption. Any violation of Section 7031.5 by an applicant for a permit subjects I' the applicant to a Civil penalty of not more than live hundred dollars ($500). Q I, as owner of the property, or my employees 5 . with wages as their sole compensation, will do the .'work .xndthe structure is not i!Itendedor offered for .fr safe (Sec. 7044, Business and Professiohs Code: W. , The Contractor's License La does not apply to an Z 'owner of properly who builds or improves thereon and who does such wo,1, himself or through his own o employees, provided that Such improvements are - - not intended or offered for sale. It, however, the building or improvement is sold within oneyear 01 completion, the owner-builder will have the burden ve of proving that he did not build or impro for the, purpose of sale). , ,' (0 , Q I, as owner ot'the property, am' exclusively' Z . contracting with licensed contractors to construct Professions - , • the project (Sec. 7044, Business and Code: The Contractor's License Law does not apply • to an owner of properly who builds or improves .4 thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's •- License Law).UA 0 am exempt undèi'SeTc.'_ • = , B. & P.C. ,a ,1 - for this reason ' - 0 I hereby affirm that f",r5~enificate 01 consent I' to self-insure, or a- rfificate of Worlcers' Compensatio u e. r a cerlified copy thereof r POLICY NO COMPANY- fly 0 Copy is filed with eC.. 0 Certified copy is hereby.Iurnished. • 4 " 8 ' - CERTIFICATE OFEXEMPTION.FROM WORKERS' COMPENSATION INSURANCE '' - ' . (This section need not be completed it the permit ti, Lu - is for one hundred dollars ($100) or less),, - • .. ' Of certify that in the performance of the work for o which this permit is issued.) shall not employ-any person in any manner so as to become subjeël'to - - , the .Workers' Compensation Laws of California. .. 4 NOTICE TO APPLICANT: If. after making this Cefl,- y ficateof 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 be deemed revoked. , - -'-' t;t hereby affirm that ,there is a COfl5IruC!ion I riding agency lOr the performance of the wort, to, rhach this permit is issued (Sec. 3097. Civil Code), rider's Name Lender's Address - -. .. .'• t.__. ' TsIiiuILDING. DEPARTMENT . • ' :7.AP!ICATION & PERMIT -•' 1200 Elm, Carlsbad, California 92008 (714) 438-5525 JOB ADDRESS -- - , AV. ST. DATE j)F'APP ICA1'ION , BUS E S LI ENSE # RD. VALUATION '"PERMIT -NUMBER - v' , k.(7f . ZONE '.•' OWNER'S NAME ' OWNER'S PHONE PRIME CONTRACTOR i / CONTRACTORS PHONE # tO StS' - 37C.3 OWNER'S MAILING ADDRESS - ,, Cj9 4q57 , eq I NO L, CONTRACTOR'S ADDRESS , LICENSE NO, cc P ' .0. # ' . IIDG USE CODE 9ARI r W~? ;z. . LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO, DESIGNER STATE LICENSE # STANDARD PLAN # . BUILDING SO. FOOTAGE 2 —47 2d3-os-'o--°J t1eIj1,t S/ DESIGNER'S WORK LDESCRIEPTIONF ADDRESS DESIGNER'S PHONE 793759 1 EDU F/P 4F:: ELEV,I cg,41f " " ,,' - NO ST7RIES OC GP ' 3 S C_0,t,,p, YO -NO ' CENSUS TRACT ' OP LAND USE RKING SPACE. RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT , TVE j DCC. LOAD. FIRE SPR. -' ,,, • AREA ' - - 0 N 0 YO NO 'YO ND., ' Not Valid UnIm Mac h1neflifi • QTY ' \ PLUMBING PERMIT ISSUE QTY MECHANICAL PERMIT ISSUE - -3.00 SUMMARY/ACCOUNT NUMBER EACH'FIXTURE TRAP " -• '. ' '. - INSTALL'FURN. DUCTS UP TO 100,000 BTU'' - - " ' . BUILDING PRMIT ' '' -' /01-000-4220 " EACH BUILDING SEWER ' - ,f2 OVER 100,000-BTU. r- SIGN PERMIT/' '01 000 4221'-'" .EACH WATEI4 HEATERANO/OR VENT .' .. - BOILER/COMPRESSOR UP TO 3 HP ' ' . -v -- -, P PLA'N CHECK4 • EACH GAS SYSTEM 1 104 OUTLETS BOILER/COMPRESSOR 315 HP a 4 .. TOTALPLUMBING "-" 01-000-4222 . 54 EACH GAS SYSTEM 5 OR MORE , METAL FIREPLACE at,, ,' - ELECTRICAL 01 -000-4223 - EACH INSTAL ALTER REPAIR WATER PIPE VENT FAN SINGLE DUCT MECHANICAL - 01 000-4224 'ZnC EACH VACUUM BREAKER MECH EXHAUST - HOOD/DUCTS ' .91 MOBILEHOME 01 000 4225 - t WATER SDFTNER * I RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARK INSP EACH ROOF DRAIN (INSIDE) 2-0. SOLAR , - 01 000 4226 '] ' '- '_ ' .,'TOTA L MECHANICAL, .a' ' l ''1 " / t . STRONG MOTION -' •;.65-640-0519 ' TOTAL PLUMBING FIRE SPRINKLERS 01-000-4227 u' - ' - ' ',- 7s- , ' ' ' '•. ' PUBLIC AILITIESFEE '0043•.t QTY ELECTRICAL" PERMIT' ISSUE 2-00 QTY - SOLAR ISSUE BRIDGE-FEE •- . - • . ( -'- - . - - -• - - , • '_ NEW CONST EA AMPISWT/BK-t, " COLLECTORS SCHOOL FEE DISTRICT a - 1 PH (3 PH L)4V4.' STORAGE TANKS 'a '' ..\ Carlsbad ' 65-623-6519 4, EXIST BLDG EA AMP/SWT/B ROCK STORAGE .4 .- Encinitas' 65-624-0519 1 PH 3 PH ff o . PUMP - San Dtegutlo " 65-625-0519 "r REMODEL/ALTER PE,4 CIRCUIT t. PLAN CHECK FEE . - '. San Marcos r' 65-626-0519 . TEMP POLE 200 AMPS OVER 200 AMPS I TEMP OCCUPANCY (30 DAYS) • 4 - , - ' ' . - - - ' . (• - , , - - a' - - ' ca.., " " 'v * '.: ' ' - ._-. - TOTALELELTRICAL TOTALSOLAR a TOTAL FEES PAYABLE — I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT' AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisionso/this I u 'AN OSHA PERMIT ISREQUIRED FOR EXCAVAT1ONSVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void. If the building or workauthorized - such permit is not commenced within 180 days from the date of such 50" DEEP AND OEMJTN OR CONSTRUCTION OF DECLARATIONS ARE ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or i 'the building or work authorized by such permit is suspended or - STRUCTURES OVER 3 STORIES IN HEIGHT - ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time alter the work is commenced for a.Deriod of 180 days.STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS APPLICANT'S SIGNATURE APOVEDBY' , - - DA HARMLESS \cONTRAcTO EXPENSES WHICH MAY IN WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF 5:,__ EZ~2 ST'" BY PHONE 0GRANTING OF :,'gi - - ' .- . '-"-S --'•' • i . • - ' ' o_ -- ,r - a 1' :' ..,ac...s,•,- ,'a_'J'4r .' -• CALL FOR FINAL INSPECTION. WHENALL APPROPRIATE ITEMS ABOVE HA Vfl BEEN APPROVED. -, JOBSITEFINAL .. . PLUMBING' __.. •.I - _/ __________ ELECTRICAL _/1__j,J I2; MECHANICAL GAS BUILDING SPECIALCONDITIONS CERT OF OCPCY ISSUED - IMD(TIflM TVP flATF INSPFCTOR .BUILDING 17'JFORCED STEEL 72' MASONRY - - :'GUNITE.OR.GROUt , IS ,FLOOR.& CEILING SUB FRAME SHEATHING FRAME f46f;L4: EXTERIOR LATH 1NSULtL INTERIOR LATH & ØYWALL . PLUJNG— -- SEWER AND BL/CO , PLUMBING UNDERGROUND I. - PLUMBING TOP OUT TUBANDSHOWERPAN - GAS TEST ELECTRICAL TEMPORARYPOWER ELECTRIC UNDERGROUND L ROUGH ELECTRIC ELECTRICSERVICE BONDING Avo G.F.I.- SMOKE DETECT MECHANICAL DUCT &PLEM., REF. PIPING HEAT - AIRCOND. - SOLARSYSTEMS . VENTILATING SYSTEMS .' -. '•1 ______ '. FIELD INSPECTION RECORD . REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES ' .j INSPECTION REQ. IF INSPECTORS - CHECKED . APPROVAL DATE SOILS PRIOR • . -.. .i c7c-1 FOUNDATION I NSP' . ' &'14_- _- STRUCTURAL CONCRETE OVER 2000 PSI - PRESTRESSED CONCRETE \POSLTENSIONED r . , . FIELDWELDING _ , • • - ._______ , ______ H BOLTS IGH STRENGTH YA SPECIAL M'ASONR__ PILES'CAISSONS PSI - :--• ___ - .-. - 7&L_6"-- __i2—_ L or - - _________________ _______ - r(e1 -,jc(jç .y'.-____i_-_• .. . --•, ____--____ I/dc- '.it' .1s'.''' -''7 \ .- _____ - - .' . ç%)_- vr-. _____________________ - I - ' .,-. -•' - , City of Carlsbad ----"MISCELLANEOUS!-'-,. - 1200ELM, CARLSBAD, CA 92008 • TEL. (714) 438-5525 RECEIPT , \ 552J Jres's ZZ4J ] i J J<j.i Z9 MISCELLANEOUS FEE RECEIPT El PLAN CHECK FEE 01-000-4806 El VALUATIONLO _________________________ ______________________ El HOUSE MOVING '• .l C El PARKS AND RECREATION FEE_________________ El PUBLIC FACILITIES FEE - El SCHOOL FEE - DISTRICT____________________ El Carlsbad El Encinitas El - —; San Diego . El San Marcos El N0 Owner Mailing 4 EO VW \ El DEMOLITION 01 \ \ Contractor. N F' - fr \. 'Address , CityP - *. :, Zip . Tel., . . j - .:. • 1 S ate • . c. S.CIassif. ' - - -.- COMPLETE FORPLAN CHECK ONLY I I .LEGAL-DESCRUTION •- -.: uiJt-ri-°.i . . AssESSORSPARCELNO____i—O--CDt_ El - i I El_ DESCRIPTION OF WORK 1 W1 1' ?1 VJ/tJpscf r( ' PLAN ID NO. 0' t '-' '• '- 1 9S "I \ < . —_\ DESIGNER ADDRESS -. " El PHONE "_---_'f_f'______ TO TAL FEE $ '• i 10f.j\14 ' CONTACT' ON __. ________.- _ jj . ' WARNING: PLAN CHECK FEES.WHERE NO ACTIOFIIS APPLICANTJN 180 D4YS AND NO BUILDING PERMIT IS ISSUED, 1FORFEITED TO THE IT'' k1 " ' • - COMMENTS:_-_- TAKEN BY THE FEE ARE / , .L •4 )ç - ,j 4cJ j _____' __'- _ I.' Signature of App lcant'-01 Date '• __f• __- _____._,I, ess6r' • L I 1- C- I P ) PRLWESiONt.. L. I IE U NEPECI Jr;s. C ;-v t'' ULO. ,111 A I -INSPTONS . TLSflNJ • PHONE 292-0660 - TEST REPORT - JOB NO 30145 JOB First Interstate Bank - S ADDRESS 2219PalomarAirportRoad PHONE OWNER CONTRACTOR _____________________ CLIENT_C.A. Larsen ENGINEER ARCHITECT _______________________________________ BLDG.,AUTH INSPECTOR ________________________________________ PERMIT NO 81485 PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Concrete IN JOB OR STRUCTURE: vault walls-:., MIX NO 50-0067 pump 3/8" MADE BY Regi i PROPORTIONS 6.8 SK SLUMP __________.411 _______________ ADMIXTURE Pozz 3414N DATE MADE 8-25 -32 TYPE OF CEMENT - - DATE RECEIVED 8-26-82 NC SUPPLIER CON I Pre Mix SOURCE OF ROCK Mission Valley TICKET NO. _______________________________________ INSPECTOR SIGN LABORATORY TEST DATA YS SPECIMEN MARKINGS 40795 40796 40797 DATE TESTED 9-1 -81 9-22-82 Hold AREA SO. IN 28.28 28.28' ULTIMATE LOAD - 'LOS. 84000 120000 fI UNIT STRESS - PSI - 2970 4240 SPECIFIED STRENGTH AT 28 DAYS - PSI 000 DISTRIBUTION C N.' Larsen Construction Company City of Carlsbad 'REC . - Pre Mix - SEP2482 : CITY OF CARLSBAD - S Department Building - ENGINEER SE ISSUED BY DATE ISSUED VALIDATION QA 4 APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD. I . -/ .ENGINEERING DEPARTMENT 438.5541 FORAPPLICANT TO FILL IN . 221 OWNER," MAILING,: ' L.ADDRESS. LATERAL CHARGE COMPUTATION 0 STANDARD 4 (Max H 30 V OVER 30 H _______ FT ___________________ . CONTRACTOR c.AP 'I AF CONTRACTORS; WIA-L ________________________ OVER 10 V.-@ FT. ADDRESS STANDARD '6"' (Max H 30 V 10) OVER 3O'H. FT OVER 10 V. ) TOTAL cONSrRUCT,ON ST N NEW BUILDING '- EXISTING BUILDING LEGAL DESCRIPTION""' ? . / • I Qb,?r cr73 9 SERVICE CHARGE (REAVING,C) T * TOTAL LATERAL CHARGE - REMARKS ¶LINE, COST DATA i (AJ ô c::T_DIST NO COST PERtFT TOTA ONAGE OTHER— L_____ !' WbL) ii i LATERAL LOCATION i1 -' 4 CONNECTIOFEE ' I NO UNITS __/COST 1PIER UNIT fTOTAL11?/_ 1* . •*%. ( V JJ'' PUMPSTATIONFEES __V\/ V*VI * tV V •\f)7 I.. V V4V V NO UNITS1 1COSTWER UNIT______ TOTAL £ 41 VVi) ST fV '. • : V _V -4j. TOTAL CHARGES (LATERALETC.I fF'I!J kATERAL NO- ' V • INSTALLATION DATE' V • V • V _V _• _____•-4••- __Ut. _)'' • _ V (t _• _- VY•VV•I 4V.(V.V •,• V • /J V V - t WHITE Engineering GREEN Finance YELLOW Sanitation PINK Building GOLDENROD Permitter,... - V • . ,. I) • • , V __4)1_- t. - I PUFE3SlON.L t EiJELj iNSPECT Jr4i L C •L. cJ t, I Cj. C-i1O' 'Ld LjiM Ir.SPETUNS • T15 rr • PHONE 292-0660 TEST REPORT JOB NO 3045 - JOB First Interstate Bank ADDRESS 2219 Palomar Airport Road PHONE OWNER CONTRACTOR CLIENT C.A.' Larsen ENGINEER ARCHITECT BLDG AUTH INSPECTOR _ PERMIT NO 81485 PLAN FILE - FIELD LOCATION OF SPECIMEN SAMPLE OF Concrete IN JOB OR STRUCTURE:'Vault Footings and Slab MIX NO - 50-0082 MADE BY Jim Cross PROPORTIONS _____SLUMP _________ 4________________________ ADMIXTURE ZeeconFlyash DATE MADE 8-13-82 ______- TYPE OF CEMENT Portland DATE RECEIVED 8-16-82 Fenton NC SUPPLIER SOURCE OF ROCK 63449 TICKET NO INSPECTOR SIGN LABORATORY TEST DATA S _ AGE TESTED DAYS P DAYS DAYS 29 DAYS DAYS SPECIMENMARKINGS 40705 40706 40707 DATE _TESTED 82082 9-10-82 Hold AREA - SQ_IN 28.28 ULTIMATELOAD L. LBS 62000 UNITSTRESS - PSI 2190 SPECIFIED STRENGTH 3000 -• - AT28DAYS -PSI - DISTRIBUTION: C.A. Larsen Construction Company - Cit of Carlsbad ECEVED A1J624,982 CITY OF CARLSBAD '- - - Bui.lding Department ENGINEER Court voV an Diego, PROFESSIONAL REGISTERED INSPECTIONS, INC. 'S 'ifornia 92111 Phone 292-0660 . INSPECTORS WEEKLY REPORT 30145 No. Augutl ...982 9 COVER-N-.; w.H.. P1 RFCIIIMEI) HEINFOH(.LD .ONCRE TE iTRUCI. SI ASEMGL V GLUE . • FABRICATION C Ijy WHIH FIFlE1i AIiNOVAL PRE-STNLSSED CONCREIL REINFORCED C OTHER THE SP't • .: .L_REINFORCED MASONRY • - JOB AD-:: S EuILDNl 'M NL.LNJ 'LAN FILE NUMBER 2219 Palomar Airport Road 811485 OWNER (I W7............! - ARCN. I E C First Interstate Bank - CONS TIS. MAT'L. (TYPE. ONAOE I ... 'G E OF, MEOR. ENGINER Concrete _j.. _jFenton DESCRIBE MAI'i. (Ml. DESIG.. F.bl M.lL, EY.. GENERA, CON rpr Toll C.A. Larson CONTR. DL .l(°ORTEO WORK N.M. Moleno and Sons LAB. FIECE-.~NL,,fi TESTING CONSTR. MATL. SAMPLES Professional Registered Inspect., Inc. INSP'N. LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS. ETC. DATE INCLUDES INFORMATION ABOU1 -AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE. 6IDENT.NO'S. OF TEST SAMPLES TAKEN. STRUCT. CONNECTIONS iWELDS MADE. H.T. BOLTS TORQUED) CHECKED; ETC. 8-13 Observed placement of concrete for vault floor. Took samples. ' !Y CERTIFICATION OF COMPLIANCE I hereby certify that',l have inspected all of the above reported work. - Unle" otherwise noted, I have found this work to comply with the Superv i sor: vLL&_4.. approved plans, specifications, and applicable sections of the govern- •.. - - .. N . 0 RE GIST D IN SPEC TOP ing building laws. . ..1l2.. ....._. .J...2,.: . .PPL)FESIUN.[ 1JU iNSpECT)r4L. .L - PHONE 292-0660 C. c.. r' -,..f I it.SPET,ONS • TLsrN • ENCR. ... TEST -REPORT JOB NO. 108 First Interstate Bahk R LEC ADDRESS 2219 Palomar Airport Road PHONE D I )WNER ___________________________ CONTRACTOR SEP14R LIENT C.A., Larsen ENGINEER CITYOF_CARLSBAD - . . .Building .Depactment RCHITECT -_- BLDG. AUTH. NSPECTOR_ PERMIT NO 81485 PLAN FILE IELD LOCATION OF SPECIMEN AMPLE OF Concrete IN JOB OR STRUCTURE Vault Footings and Slab IX NO 50-0082 __________MADE BY Jim Cross 4. PROPORTIONS _________________________________________SLUMP ADMIXTURE Zeecon Flyash DATE MADE 8-13-82 TYPE OF CEMENT Portland DATE RECEIVED 8-16-82 0NC SUPPLIER Fenton SOURCE OF ROCK • TICKET NO. - INSPECTOR SIGN LABORATORY TEST DATA . - - . .r%AWC . ".nAva flAYS SPECIMENMARKINGS : 40705 _- 4,0 706.: 40707 DATETESTED ' .- 8-20-82 . : _ 9-1082 Hold AREA - SQ.IN. -- 28.28 28.28 ULTIMATELOAD - LBS - __ S 62000 107000 , 'S. UNIT.STAESS- PSI H 2190 - . 3785 SPECIFIED STRENGTH AT28 DAYS - PSI . . .S S S . - - : 3000 . DISTRIBUTION: C.A. Larsen Construction Company City of. Carlsbad ri ENGINEER - . PL)F . SS I ONAA L rt 'iL U iNS ECl Jtj NC PHONE 292-0660 I n - A I SPELT UNS • sr TEST REPORT JOB NO. 301+5 os First Interstate Bank - - ADDRESS . _2219 Palomar Airport Road . PHONE : OWNER CONTRACTOR CLIENT _C.A. Larsen ENGINEER ARCHITECT BLDG AUTH INSPECTOR - _- PERMIT NO 811+85 PLAN FILE FIELD LOCATION OF SPECIMEN SAMPLE OF: Concrete IN JOB OR STRUCTURE: - vault walls -, MIX NO - 50-0067 Pump 3/8" MADE BY Regl i PROPORTIONS 6_8 SK SLUMP 1+ ADMIXTURE Pozz _31+1+N DATE MADE 8-25-32 TYPE OF CEMENT DATE RECEIVED 8-26-82 CONC. SUPPLIER Pre Mix SOURCE OF ROCK MissionValley TICKET NO. INSPECTOR SIGN - _. LABORATORYTESTDATA AGE TESTED . DAYS 7 DAYS DAYS 29 DAYS DAYS SPECIMEN MARKINGS 1+0795 1+0796 1+0797 DATETESTED ___- 9181 .? 9-22-82 Hold AREA — SQ__IN '28.28 ULTIMATELOAD -LBS 81+000 UNITSTRESS -PSI 2970 SPECIFIED STRENGTH . _T 1 AT28DAYS -PSI . OOO DISTRIBUTION: C.A. Larsen Construction Company City of Carlsbad Pre Mix 4- ENGINEER Id Diego, Mncoc San I921 • -' Phone 298-8830, TO - r -- .......................-. -,- . . _5_. 5 . '. ty of,C.r1cbcid- L3UILDIMG DEPART ET 4. - 12OGE1rn Street . . Car lsbdd, CA . 92008 ••; -•,-.__ .- 44 GENTLEMEN: . . WE ARE SENDING YOU gj( Attached 0 Under separate cover via _. the following items: 0 Drawings - . ' -Prints'-. Ej-Plans . 0 SampIes . 0 Specifications 4. 0Copy of letter 0 Change orderx8J CERTIFICATE '0F0V4F014ANCE DATE ' " JOB NO. , • 14 January 1983. . 82050I82052 ATTENTION .; 4,. .. F1lTl BTG r)FPAPT1AFk1T .-. . 4.. ,•• ,I ;.irsfInterstate'Bank /.Car1sbad.-5 - 2219 Paiomar.,Airport Road . ••. * 4..,. ; 5 .4. 4 • 5* , . . '.5 5 - S. -. S , • 54.5 , - '"' ' /S '•'S - •-• t - * cc Ray Hanson w/dttachment I#3P C A LARSEN CONSTRUCTION Co ' lcir f ra]smial COPIES DATE NUMBER . DESCRIPTION • .. CERTIFICATE OF COFO'ICEor"Insuiati'on installed in. the above,i' '. $ 4 THESE ARE TRANSMITTED as checked below: REMARKS 4 0 Förapproval' - .•i • . -. . . -4. ' i.. •' r. , ,, . 5., M As requested P-,. S . • , .44._S.. 4., o Approved as submitted . I -. .5 El as noted 4.Approved 4. ., , . ..-, ', '•' • S - ,,• - .5 -. . - El' Returned for corrections 4. ,,.1 ,'4 ..•. -, V D9Resubmit copies fbrapproval -- .4 :"' ••' . - 4, 4._ .0 Submit ._copie for distribution- . •'••'4 '4 _,.5 .. ' .- - -, .4.. 4., *5 • _5 ..........'.4.,, El leturn corrected prints -. •'5 . .. cc ____Krommenhoek /_4cKeownRob 1, , . . . (_. _Sruth For review and comment w/attachmern. 0 For bids due '__4 o Prints returned loan to after us ,o . . ' 4. 5 - 5. 4. 5 5 , . _ S Cl,, - S ' S S * I '5 , • _ . 4., '5 5 _ * ' . ''- •' • 4. .-, I * St SIGNED: • __RebeccaD. _Boyer,.Proiect_ _ t• 4 .4. i - _CoorSanator_______• If enclosures are not as noted, kindly notIfy us.at once. S 4 - * ,, • - •, . , . s. • F - ., ,. . , , 4. . - '5 . - 5 . '4. - •. * " • 4-. . . . ' . - t ii / THIS IS TO CERTIFY TR&T INSUI.jONIAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT EERCY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 259 STATE OF CALIFORNIL, IN THE BUILDING LOCATED AT: SITE ADDRESS: /o I Number Street City EXTERIOR WALLS . . / . JAN 10 1983. Manufacturer Thickneea/Type %R/iQuA. RSEN CEILINGS . . - . :Batts: Manufacturer CT7ni Thickness '< 'R/Value / GENERAL CONTRACTOR:C. A. LARSEN CONSTRUCTION LIC# 139175 BY TITLE Gen. Suaer. DATE 10 January 1983 L ..INSULATION CONTRACTOR:_ - .AZTECINSUlATIONLIC .#381499 BY _-TITLE _DATE 7'- - ESGIL CORPORATION - 9820 CHESAPEAKE DR., SUITE 122 SAN DIEGO CA 92123 (714) 60-1468 Date: 4111,Yl ________ S To ko,L.1 o/ñ1c kEoI /je-/j,q /y4. p, '.ti ELi. 9jjo 7L(7i'J 27 -77/0 Foreward: Esgil Corporation provides plan review services exclusively to government entities. If you have any questions regarding the plan review, please call and we will help you. Jurisdiction: Plan Check No. Project Location P44-On1c/ /f 1E1/2 ' Owner /çr 5,q,4/ Area 4 5-5.3 Allowable Area -'-Vo"'c'zea..,s . Occupancy-. Occupant Load 5± Stories _--Type of Const._V-'V Remarks - j Date plans picked up/received by ESGIL ________________________ Date first plan check completed by ESGIL 2111F_______________________ Plan review contact person (ESGIL) J/ - Corrections checked below are to be made on plans before permit is 'is- sued. The approval of plans and specification does not permit the vio- lation of any section of the Building Code, or other City Ordinance or, State Law. The following list does not necessarily include all errors and ornmissions. See Sec. 303(c) of the 1979 Uniform: Building Code. Plans require correction as indicated by items below, before abuilding permit can be issued. Return this correction sheet with corrected plans., Please return a copy of this list noting where you have addressed each item i.e. plan sheet number, detail number, note, etc Please make all corrections on the original tracings and return' two ' sets of revised plans to Esgil Corporation at the above address for rechk.. 4- 3. Ucosa\-TL>roftE \)L..j,s 7'*-'3 V')5'\)'T wti: o' E:) Fcrct' P 13 IZ -'r IZL JO-r •15 \4-OL')'L 4. Ttr( -&)O IAA'() 15 2-(r-- V. oc '.A n ? IJC-OYULc7r '-c) !Ti- Ti-€ c.. -m ?3NL) TO C\ OLCM QO 12 Oc) 0 \\rr to U -P -v- FU CoY L¼.4,%fl). wrW L o L 1-O 12 o a 0 u ôe V.6 tS Sf Pr5o C- ..1.. i-'r " ST1!BOL -Ku -. (a&-Lr&O\.4JHr SSfl)(r 3)I3 Sc. 3(cO as tØj LIOCIt - TtiO 3Ok / L 0 1+YtJ. -- •-- -M C i4- PaL' — CALIFORNIA ENERGY _RZSOQ.%CES CONSERVATION ITEMS Please make the following a part of your plans and specifications* Nate that prior to the City authorizing occupancy a Cert IfIcate of Construction Compliance shall be provided to the lCity Building Official in accordance with Title 24. T20-1457. Division Z, Building velpoe T20-1495. Air Leakage Requirements. For openable exterior windows (required steel fire-rated windows are exempt), the air infiltration and ex!iltration rate shall not exceed 0.5 cfm per linear foot of crack. All windows shall be certified and labeled and shall comply with ANSI A134.1-1972 or iWMA IS-2. Fixed windows constructed on site shall be sealed to limit air infiltration. For exterior sliding glass doors, the air infiltrat-ion and exflltration rate shall not exceed 0.75 cfm per linear foot of crack. All sliding glass doors shall be certified and labeled as complying with ANSI A134.2-1972 or NWMA IS-3. For openable exterior doors (required steel fire-rated doors are exempt from these requirements). air infiltration shall be limited by following these construction requirements Door heads, sills and jambs shall have seals, astragals or baffles. Doors mounted on' either the inside or outside of an exterior wall shall have a minimum one- inch lap at each jamb. A continuous mounting angle, sealed. gasketed or weather-stripped shall be used with doors requiring vertical tracts or guides (e.g. roll-ing industrial doors). A continuous seal or baffle shall be installed at each door jamb for doors mounted between ambs. Meeting rails of sectional doors and meeting stiles or rails of bi-parting doors shall be provided with a seal. astragal or baffle. A weather-tight astragal or closure shall be installed between double doors. 'Weatherstripping shall be provided on swing- ir,g and revolving doors. All open joints in the building exterior around cond-Itioned spaces shall be sealed, cau.Lked, gasketed, or weatherstripped to limit air leakage. Division ç and 6* MVAC System T20-1503. Temperate Control. All equipment shall be started or stopped from a time clock. A 6-hour by-pass' switch shall allow operation of any AC unit from normal scheduled hours. All thermostats shall be of the automatic changeover type to sequence heating or cooling. Set point range shall be up to 10 F between full heating and cooling. Adstable temper-ature differential shall be 1 F. Ala' theraotat control limits shall be from 55 P to 85 P. Control shall have the capability of terminat- ing all heating at a temperature no more than 70F and of terminating gll cooling at a temp erature not less than 78 F. 'At least one automatic space temperature control device shall be provided for, each zone (not more than one floor of building sr.11 be included in a zone), and each separate HVAC system. 20-1505.' Mechanical and Gravity Ventilation. Each mechanical or gravity system or unit (supply and/or exhaust) shall be equipped with a means of providing air vole reduction and/or shut-off when ventilation is not required. Cr. mechanical ventilation systems. automatic 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 comb- ustion air openings shall be provided. T20-1508. Minimum Requirements of Insulation of Duct 'and Plenum (Supply and Return). On Roof or Exterior of Tuilding, Use 1' of 1.5 lb. density mineral fiber duct liner or 3 of 0.6 lb. density mineral fiber blanket - with approved vapor barrier. (C0.16) AU Other Locations Outside of the Conditioned Spaces Use of 1.5 lb. density mineral fiber duct liner or 1" of 0.6 lb. density mineral fiber blanket. 120-1509. Duct Construction. All duct work shall be constructed, erected, and tested in accordance with the most restrictive of local regulations. procedures detailed in the AS}RAE Handbook of Fundamentals or the applicable standards adopted by the Sheet Metal and Air Conditioning Contractors National Association. 1201517: Maintenance. Equipment which requires preventive maintenance for efficient operation shall' be furnished with complete necessary maintenance information. Required routing maintenance actions shall be clearly stated and incorporated on an access- ible label, which may be limited to identifying, by title and/or publication n.m,ber, the operation and maintenance manual for that particular model and type of product. At least one copy of this information shall be furnished by the manufacturer for the original owner upon request. Division 7: Service Water seating T20-1521. All service hot 'water pipe runs greater than 12 feet shall be Insulated according to' the requirements set forth in Section 120-1507, Table 5-1 of the Non- residentIal Energy Regulations. PIPE DIA. 17 or lesss l.25-6.0i •' R • 4.0 (inin.)/inch T20-1523.' Pp Operation. Circulating hot water systems, shall be arranged so that' the circulating pump(s) can be automatically turned off when the hot water system is not in operation. T20-1525 Showerheads and Faucets. , The ma.ximum' flow rate of all new showerheads. lavatory faucets, and sink faucets shall be certified not to exceed the values shown. Appliance ' Test Pressure Maximum Flow Rate Plumbing Fittings Showerheads 20-45 psig 2.75 gPm 45-80 psig 3.00 gpm Lavatory Faucets 20-80 psig 2.75 gpm Sink Faucets 20-80 psig 2.75 gj The water heater must be certified by the Energy Commiss- ion or be on the Bnergy Commission's approved list. Division-St- - tightir. T20-1541. Each area enclosed by ceiling-height partitions shall have independent control of the lighting within the area. 120-1541. For all areas larger than 100 square feet, and for which a maximum connected lighting load of more than 1.0 watt per square foot is allowed by Table 9-1. the connected lighting load shall be so controlled that it may be reduced by at least one-half in a uniform pattern. FORM P9 INTERDEPARTMENTAL INFORMATION SHEET • V V - V -, 'F' T 'T fii-i w, i ii g • • ' V V BUILDING DEPARTMENT V r V DATE: IIAU "' '' V ILDING ADDRESS OVi4 ig-pp D, NOVig 1981 -ZO5Ot - /P * CITY OF CARL Building Department V 1 • NING DEPARTMENT '' .• ZONE r LOT PA SIZE ' -L T WIDTH PROVIDED .'.UNIT ALLOWED ____V __T.-*4 :UNITS 1V 4V ._VV;.•VV 4 14 PARKIG SPACES REQUIRED 13 PROVIDED_____________________ U17 COVdAGE ALLOWED 5Ob/o PROVIDED V • I HEIGHT ALLOWED 3r - PROVIDED V FRONT_sE.rAcK: SIDE SETBACK: V REAR SETBACK: 111 - V LI'OWED 3OV' V PROVIDED 40 V r INTRtJSIO7. V LAcCApf & IRRIGATION PLAN COMMENTS: 'TJ 1O - 4.64(z: jv ]J98'b NTAL PROTECTION REQ 'AL COMMENTS ' OK TO ISSUE ATE ?!!b1 OK TO FINAL DATE_________ V V -' .. V • V V I ENGINEERING DEPARTMENT - . 4 P 0.*w..'1 INDUSTRIAL WASTE IMPROVEMENTS YiEWER CONNECTION DRIVEWAY LOCATIONS____________________ / . - ( AL6.f V • .. -. - DING PERMIT - EMENTS •' -i'-" .DRAINAGE V V 1 AL DESCRIPTION ADDITIONAL VCOMMENTS, Uikd_jJ •J•.4 4 Ctt TO ISS E:._ DATE__V.PWI •. _OK•TO FINAL. __rDATE'-V, V V K _ x - FIRE DEPARTMENT V. •< - SPRINKLING SYSTEM - .—FIRE, 'PROTECTION EQUIP. - ALARMS --'EXITS .- FIRE HYDRANTS • . LOCATION. 'ADDITIONAL COMMENTS OK TO ISSUE: • DATE OK TOFINAL __DATE - i •&_ V - . V. V -; . WATERDEPARTMENT - - I REQUIREMENTS OF APPROPRIATE DISTRICTS MET - DATE V 'BI 4 s - - . 0 • STEDMAN & DYSON 'ATE'T /g/ .• •• . • SHEET '7_OF Zo STRUCTURAL ENGINEERS NGR X- ______• •. SAN DIEGO, CALIFORNIA • PROJECT NO ROJECT P23 • •• --- - • ••• . • . - _______________________ • • _,1- gq -' IS7Z • rM AO01 riwi 4 c r 7 - WIT1IAJC _c7 • P/ s ''Z4116 1247.6 • • •• - • 74.0 : • • • • - ./_.' -i1247.54'7'- I•. • • • • • 4rqc Z47.-.74.x4-544 •. • • 2 X /6 fr 1 • • f: /6.kOE /A/ Pa 25&O Y/3 1 /4d 6lOCo- •• • • .- • * • - - S • - •• • I - - •1 • • • --• ...... •..-- - - • _l• • • • • • - fr -- • ••-.- • - • •,. t • I • - OS"t'EDMAN 0 & DYSON DATE 10/9/ SHEET_ OF STRUCTURAL ENGINEERS ENGR SAN DIEGO, CALIFORNIA PROJECT NO PROJECTP.r. AA4/Jc - i 5.61/7#67x50 • /-a)iz FV • H 1446 /500 112 0 0 - T gM Q 4 0 0 ç4 ,o.I' t. 0 P/•45 • /04 .ir4) L '• 5•• UJ 47/i. • • . +04o5 /2 —i= /450 Z460 31 • 0 • flA)c U6/1L7Z • 0 0 0 fr?C REACTIOVS DEcr' 4'4 P1 0• • LI66 • cwr L3,tl L/,Vf 2 — - • - 0 OL- • a) ••• 0 / 0 0 •• 0 • 7'Z• A4 4- - : • 'y to s h • •. - L'56 kgx/2 - Ox/2 0 • H • • 0 AODi 8 • V V OSTEDMAN V V 0 & DYSON V' DATE V V. V V SHEET_4 OF 2.o STRUCTURAL ENGINEERS V ENGR L _•i ___ • V SAN DIEGO, CALIFORNIA PROJECT No •I6'2_ V. 'PROJECT •• V . : • V V V . V V V V •• V V V • V V 1eA0, 5 A _Q o V V V V V V : . j x3/5 -! C4.?710/ V w 2,' 5 C,it,'z) V 1f74" . V . V • V - V : V • g V V I/i . - V V V V - q 14- 3 - /O 74 TyP HeADCR - LV= to' A1 QVV . V V V VVV , V• V+ V • •V V V V V:V V• . V V V V V V . .•: V 0V9_1 V V V V V V VV V 2.0*.V V1O V V,., CAA/OPZ 13M V V V -r V' V •• V ,C1/7 r(Q ij V V V V V 2 V 442oill, . - V • V V V • V • V V V V V 36___2 .5. 0:17/ V • V : V V V V • V :797-/ V 17-7 V V V V V 6- V V V V V V V V V VV • V V. V — (Th STEDMAN & DYSON 0 DATE ( SHEET OF______________ STRUCTURAL ENGINEERS ENGR SAN DIEGO, CALIFORNIA PROJECT NO PROJECT I / CoL iJ /5PSPx 75'' P 22Oo I1 -- ç= 4y. /oqoo 416 P6' I - 0 < i200 (210 Oo 37 p = 31c - T - -' /75 [30L 4cf -4 7 = 'fl 75( 12 1 74 - STEDMAN & DYSJN DATE____ SHEET--Z —OF 20 STRUCTURAL ENGINEERS ENGR .L_ • • SAN DIEGO, CALIFORNIA PROJECT NO PROJECT ,r; k3 • .•• • - PA PRMI/A/6 Joir' wd*rz A neck' • • ( 1'. • 4_ WA 8. • • tJ("O OvC,4/ C'MI I 1-(-/4Y /-(/7 L. _ I i .77 :i-rirr(fl E I L L 4 E 4 E' 4 ItIL IlL lifE F PE 45 0.P I: FF1 CI - FA I - H Ci H • • • FL 1_ FL 5- :-4 FL -- - ---- FF 1. 5555 FF - 451:E' :_ 4:rnrll:I h :I:o:5E_L: L. I • • .. • •: B i5 FE' 1 0 FR ol A 1 5' 44444. :;.'• RL:. • • 50.5 E.45555E R CL I BA1 •/ZE • 85AA'l SiZE : AC-A /vl to ôv P54/1 rl.144 40,40 0/1/47 P 1ITho E. o Frñ0C0fl E I 1 L 4 E E i05 IL 105 lifE II!- in - - r 1 h - -- - r FE 1 FE 0 PA Fr : FR 0 A 0 A fl A FL E17' FL ::::: FL 14:14 FF 10 M s: -. 1L1 CL E, UocoI- T 17 E r-OAZ 8,41 'v'- : IL LI lIfE 66 - PB 0 FF1 0 Ri FLI FF I 1014 CU CL &A/ SIZE 86M'i SIZE &9I4J4 'Z1 • : • •..i - STEDMAN & DYSON --' DATE • SHEET _g OF 20 STRUCTURAL ENGINEERS ENGR_'..L SAN DIEGO, CALIFORNIA PROJECT NO PROJECT • - -- rRAMIAI& - BAI LW44 (f /V iii A 1R • - • QJZA AA i ,O , .- QA /i r i,, , n t , I I?flA/v1 L_..C__r"F' ' • — V %..flJ. _Jf - -. - - - - I:II:CIIJI:I E 1 441 4 I 1441. L • - 4 I L L i = E ~LL lIE lIE 1.0 EE CR F R H FR 0 A 0 A A -E: FL FL E90. 5 • R • 53:31:1. • RF: 9532 h :39IJ2E F71 :9 ..:.CN 09847'226:3 I • 2A7400027'3 ..:..CN CL - 411 2 2 1 CICI!J E 11IILI0LI E liii i 14+14 • I; L L Fl ID HE U lIE '2zI I - - 1.4 5 LI FE 2II C PA cl PA A C H - FL -1 FL FF R • o:io CII 1-- CL - L - LI4 551 10E B,4'1 SIZe e45A'41 16 (1 (, • - • ')STEDMAN & DYSON 0 DATE_____________________ SHEET_It OF_____________ STRUCTURAL ENGINEERS ENGR_- - SAN DIEGO, CALIFORNIA PROJECT NO -PROJECT • L1c4L. 46'AL/6/ 0 ZOA4E.4 0 0 V 0 0 - 0 0 r/ 3/3!2 x27 26 a' TUCCO uj q/(qg3J,377 Ic - 0 - ---j e6s 7 - - - - - - - - - - -- .• 0 - - - - - - 0 •/ç - - .• 0 Z6,J23 • - - • •0' - 0 0 - - - •- • - - x 17.5 - - • - 3//14 ,JA1-l- 1A 0 - • - 0 - • - WL 'O -= - 0 - - - 0 - - - CO•.K - •- - D)A& O/ A& • 4-9 0 - • OP! UJAt e. Uj - 0 _ • 0, • 52h - -• - 0 • (NAJ6C7(OfV of 6e,6 lv (x/o •° t :• • '• 70 , - 0 -• 000 0 • - - - - - • ° - 0 Tt2,1P • - -. A /2'? • --- • - /-P 7 . - • - • • : - LA& &r3 USTEDMAN. 0 & DYSON DATE iô1 V V SHEET_OF_ 20 __________ V .: V STRUCTURAL ENGINEERS ENGR SAN DIEGO CALIFORNIA PROJECT NO 9/62 PROJECTS. /_..4rg,- - /2x/'3x fe5 6 • . 2- . S S V. • ±f 6.7 V - V w.. . V or 5 :. :r.,. V V . .5 .. /345x 'Lf V V • V V S . V V HDl S s. • V St , Vi V V V V. V . V j54 cJJA(.t.iiC . V ''• t . V S V V V V S V V • V V • . . V V246V1 k/ uPr y IA(6P6cr101v CdT( CYtCS V V V V 445 S C-V-A Al, f V . •' V . . S 5.'. 5 --V S S : JSTEDMAN & DYSON '. • S •• DATE •,/e, • •. .• S • •. SHEET_OF___________ STRUCTURAL ENGINEERS •: • 5 EN GR -_S_•_S SAN DIEGO, CALIFORNIA • PROJECT NO PROJECT 5 S S• • S LAr' flE4W i,V6 '-' S 0.186 •54 S 2 5 ..S• 5•5 5 55 i' • S • •S • S S • • S S ,A.1 /3ic 4.96 S S 55 S /iT '3 S S. '. •• - '• S ,, 5 • • S • • S ,)d- - S - S 5 5 ••, S5 • S S ' S S 're__OQjv 7i'1/6H __A10__,,<., _.oThr(O,tj SSSSS• ' S S - ,z S:!- •S S M 'Z7/c3S C57 - S •S SS •S S S P=7. OEIj CO,Vc/CflO,i/ L/L 4X4 1-/GMe C/'c1 701 fVG flA/A/ L3LL7& /DG L/C "i" 7Z.4P S S S S • /vco •• •. S • ZrA -5 5 5 • S • S /' S •• S • S • 'S GA k . -' • S •S 5 .S • S 5 ..5 .• S 4'x4. - 55 5 •• •• .1 S •••• S - ••S•1 )STEDMAN & DYSON 0 DATE SHEET 14 OF______________ STRUCTURAL ENGINEERS ENGR_- _ SAN DIEGO CALIFORNIA PROJECT NO PROJECT JSTEDMAN & DYSON J ATE______________________ SHEET t6 or 20 STRUCTURAL ENGINEERS :NGR _-. SAN DIEGO, CALIFORNIA . PROJECT NO 52 'ROJECT 44r6,eA __v4VsfS 69E44 cJJ4 L.. _L /AJC 015N -JWc .2 5 If i3- t'3e /'PLyaiD / . - - d 6p co • lz . It i'16 /J65 JO uzi4r 16 T46 15 P05- - iV 4 1 3HA W,4Z/.•//v -54 L/N 4 /2o'4.. c4iopy N4// 1O 'e wc. ./,t/4c / r A? 7- yy ic - ,'i'A9 P-'f'O,i T2 .-1AJ/./ O,P VE C Vqj J13 L/ C1' PC.(/Wt7 -. . c-o-xt:•9, 4"t3,i 4 . • -- ,. ,. -t I....--•......-- ..........4 .- - .................. . . . --.-. 4t V V V . V USTEDMAN & DYSON J DATE (OIPI V V V SHEET--lb-OF_____________ STRUCTURAL ENGINEERS ENGR_V SAN DIEGO, CALIFORNIA PROJECT NO PROJECT V V V V V V . __ ctv V4I( V V - I2 e3l I) 1110. or = 43 - V• V V V ,11-S= H VV.V V .. V V V V V V /4e Co 'VGV i4i'-= 9Q_75 7('Q - V V •-oo por c .Vt'JC.. UjOcL2 VV V H T'k V . V S i. •V V OSTEDMAN & DYSON 0 DATE__________________ . .. . SHEET 17 OF 2o . . STRUCTURAL ENGINEERS ENGR . SAN DIEGO, CALIFORNIA PROJECT NO PROJECT F. .t: . P2/A7L7A77c2V . ..' . . . - ,cr/,v&"t,vce 14-x6p7 -.:. . - .. • • . ... . I_I JO L /V67H 42 — / . / 5' • 1x3S • .: •.., • A.1 2x1,14.46 - - - —n - - ••. F. C. . . • ,• -0 IJIJ F • . • 0 . / N I_I j: H 1. 2. E 1:11- A S 1:1 ii -- * E4 A1' 4 - • . S - . i'ó : . 1i13 O( . i7 . Pi. LOAD F&'1 771 L/.'/ - PAw A-40L ou6re . - • c 00 r1A lCr 0: F • • 4-9 -. 1'=. 'II . • NH.. .5•_, •:; 5 - fcorIA/& cLtI/' S • . • S • •• S S - S .i, • I_I . Li . -- I - ...........p •zw AILJA1A 24ZL ió/6 • •5 5 • . 2 •- .5 • -55 :37 •M R • .S; S •• •S • i• S - S STEDMAN & DYSOd DATE_______________________ SHEET OF______________ STRUCTURAL ENGINEERS ENGR - SAN DIEGO, CALIFORNIA, PROJECT NO PROJECT ScQ1JAP.5 prno , rt c-t'i CG1/L1(1// & 6 A 6eiF920 / - F'aa Fco77,v A't'O ,11c' 0 s'O F Pi Ivy k/ Vpij.,m,N Pi Din X)/, 13 Ft ' '46 Fa217,v& ' - PX2ThV6 F0217A/6 40 F Ii : 1 45t:I: i 1:1 I:I I-I' EFO 1 r U1 -: 9,4:7' Rrii - :1 4 AF1IN 3, ci p I Cl - U 57'' HLI F j I:':1:: AE IJ :i: - . - -- 1I RIr 4Joe -CA fDc /16E JSTEDMAN & DYSON U DATE SHEET OF_ZO STRUCTURAL ENGINEERS ENGR_ L SAN DIEGO CALIFORNIA PROJECT NO PROJECT OO7/AJ- 0 7! AuhIE £J,4J 0. °( PW'iv6 r A 56 £ s pie / 7 52 r 1 U '-i - El co E C1 7 4 H: I - - I- - IAt1 LJ 2424'D ..• -. . ___ # - --•- . .••• -•...... I ............,. ... 4 ..............- .-------.---.----- I - 2 .. a .., .. . . OSTEDMAN 0 & DYSON to 49/ . SHEET 20- o____________ DATE ____________________ STRUCTURAL ENGINEERS ENGR . SAN DIEGO, CALIFORNIA . PROJECT NO . PROJECT . . .•. .. 7 e3 Is cir Icoor,& - W... 7dI 19 'c' 0 • . •- .- #1= '3245 -: ,. •. . -• . 17 . • . xO.5 G A 16 . . • -. :.. .. • . i-.-(' l'ZQ73 . . . • - - 664'I,4A/i Lo&:• 10 C,F 1c7t,6 5'J 7c4'p TO 66! . elA111cowl- ... . •: .• : - .. - . . .-• / - -. .' -, . • • - - • : ••' • ç ROBERT PRATER ASSOCIATES Robert R. Prater, C.E. 1942-1980 Consulting Soil, Foundation & Geological Engineers Wm. David Hespeler, C.E. September, 22, 1981 114-15, 4231 Krommenhoek - McKeown & Associates 1515 Morena Boulevard San Diego, California 92110 Attention Mr. Jack McKeown Re Update of Soil Conditions McRoskey Property Palomar Airport Road and Yarrow Drive Palomar Airport Business Park Carlsbad, California Gentlemen In accordance with your request we 'have conducted a supplemental reconnaissance of the site and developed design recommendations for the construction of four -oposed buildings on the sub1ect lot The conclusions and recommendations contained herein are based largely on our observations during the initial mass grading operations at the site in 1974 The results of our earthwork observation and testing services in cbnnection with the 1974 grading opera- tions were summarized in a letter report dated October11, 1974, by Lowney/Kaidveer Assoc- iates, our predecessor firm A geotechnical investigation for the entire Unit 1 portion of the business park was also performed by our predecessor firm, the results of which were presented in a report dated February 26,. 1974. - It is our understanding that the proposed development of the lot will include construction of a single-story, woodframe bank building at the northwest corner. The remainder of the site will be occupied by 3, three-story, office/parking structures and associated paved parking and driveways, a fourth level of subterranean parking may be provided It is anticipated that maximum combined dead and live column loads for the office/parking structures will be on the order of 300 kips Although grading plans for the project are not available at this time, it is anticipated that the required site grading will generally involve cuts and fills, of less than five feet .' SITE CONDITIONS The 5.4-acre site is located on the southeast corner of Palomar Airport Road and Yarrow Drive in the Palomar Airport Business Park. Although a portion of the site is in cut, compacted fills up to approximately 30 feet deep are present in the southeast, south and north corners of the lot. 10505 Roselle Street, San Diego, California 92121 (714) 453-5605 . . . September 22, 1981 114-IS, 4231 Page Based on oir previous .work. and our recent inspection of the site, the soils exposed at the subgrade surface -in cut areas as well as the previously (1974) placed compacted fill soils consist essentially of fine grained silty sands. Vegetation Consists of a sparse growth of weeds and brush. Some stock piles of loose fill soils are present in the northern portion of the site. A temporary bank building and paved parking area are present in the south- west portion of the site. CONCLUSIONS AND RECOMMENDATIONS Prom a soil and foundation engineering standpoint, it is our Opinion that the site is suitable for construction of the proposed buildings provided the conclusions and, recommendations presented in this report are incorporated into the design and construction of the project. Detailed earthwork and foundation recommendations are presented in the following paragraphs. A. 'Site Earthwork Any surface vegetation, abandoned pavements, dumped fill, trash, and debris that may be present at the time of construction should be removed and disposed of off-site. The exposed soils in all areas-to receive structural fill.. pavements, or building improvements should be scarified to a minimum depth of 8 inches, moisture conditioned and compacted to a-minimum degree of compaction of 90' percent based upon AST'M Test Designation D1557-78. All fill material and pipeline trench backfill should also be compacted to a minimum degree of com- paction of 90 percent. The upper 6 inches of.subgrade soil in pavement areas should, however, ' be compacted to a minimum degree of compaction of 95 percent just prior to placing the pave- ment base rock layer. Fill material should be spread and compacted in lifts not exceeding ' 8 inches in uncompacted thickness. All on-site soils are in general suitable for reuse as fill. However, any clayey soils which may be encountered during the site grading work should'only be used as fill below a depth of 24 inches below the finish subgrode levels. r Imported fill material should be a non-expansive granular soil with a plasticity index of 12 or less. In addition, both imported and existing ' on-site soils for use as fill should not contain rocks or lumps over 8 inches in greatest dimension. with no more than 15 percent larger than 2-1/2 inches. Temporary slopes for construction of below ground parking areas will probably not stand safely, at inclinations steeper than 1 horizontal to 1 vertical. However, since the stability of temp- orary construction slopes will depend largely on the contractor's activities and safety precau- tions (such as storage and 'equipment loadings near the tops of temporary slopes, surface ... drainage provisions, etc.) it should be made the contractor's responsibilityto establish and maintain all temporary construction slopes at a safe inclination appropriate to his methods of operation. •; . ' .. Variations in soil conditions are possible and may be encountered during Construction. In . order to permit correlation between the preliminary soil data and the actual soil conditions `èncountthed'd Uri ng -construction, and to assure conformance with the plans and specifications as originally contemplated, it is essential that the soil engineer be -retained to perform on-site review .during the course of construction. .. '• -- • • .• • ________ • September 22, 1981 114-iS, 4231 - Page 8, Foundations We recommend that the proposed buildings be supported on conventional, individual-spread and/or continuous footings bearing on firm natural soil and/or compacted fill material. Footings should be founded at least 18 inches below the lowest adjacent finish grade. Foot- ings located adjacent to the tops of slopes should be extended sufficiently deep so as to provide at least 5 feet of horizontal cover between the footing and the slope face 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 pressures of 3,500 pounds per square foot (psf) for combined dead and live loads, and 4,700 psf for all loads, including wind or seismic. The footings should, however, have a minimum width of 12 inches. All continuous footings should be reinforced with top brid bottom reinforcement to provide structural continuity and to permit spanning of local irregularities. Post construc- tion differential settlements across any one building are expected to be within tolerable limits for the structures. C Slabs-On-Grade Building floor slabs may be supported directly on non-expansive compacted fill and/or non- expansive natural soil prepared as recommended previously under Item A., "Site Earthwork." Slab reinforcing should be provided in accordance with'the anticipated use of and loads on - the slabs. If it is desired to minimize concrete shrinkage cracks, we recommend that the slabs be-reinforced with 6x6-W1.4xW1.4 wire mesh. In areas where moisture-sensitive floor coverings are to be utilized and in other areas where floor dampness would be undesirable, we recommend that consideration be given to providing an impermeable membrane beneath the slabs. The membrane should be covered with 2 inches of sand to protect it during construction. The sand should be lightly moistened just prior to placing the concrete. • D . Lateral Loads Lateral load resistance for building foundations and retaining walls may be developed in friction between the base of the foundations and, the supporting subgrade. An allowable friction coefficient of 0.30 is recommended for use in design. An additional allowable passive pressure equal to an equivalent fluid weight of 300 pounds per cubic foot acting against the foundations may be used in design provided the footings are poured neat against undisturbed soil. These allowable values are based on a safety factor of 1.5 applied to the ultimate values. . . • E. Retaining Walls Any proposed retaining walls and/or basement walls must be designed to resist lateral earth pressures and any additional lateral pressures caused by surcharge loads on the surface of the ' ad joining backfill. We recommend that unrestrained walls be designed for an equivalent September 22, 1981 114-151 4231 Page / fluid pressure of 30 pounds per cubic foot (pcf). We recommend that restrained walls (such as basement walls) be designed for an equivalent fluid pressure of 30 pcf plus an additional uniform lateral pressure of 5H pounds per square foot where H = the height of backfill above the top of the wall footing in feet. Whereverwalls will be subjected to surcharge loads, they should also be designed for an additional uniform lateral pressure equal to one-third the anticipated surcharge pressure in the case of unrestrained walls and one-half the anti- cipated surcharge pressure in the case of restrained walls. The preceding design pressures are for a level backfill condition and assume that there is sufficient drainage behind the walls to prevent the build-up of hydrostatic pressures from surface water . infiltration. Adequate drainage may be provided by means of weep holes with permeable material installed behind the walls, or by means of a system of subdrains. Backfill placed behind the walls should be compacted too minimum degree of compaction of 90 percent using light compaction equipment. If heavy equipment is used, the walls should be appropriately temporarily braced. Retaining walls should be supported on footing: foundations designed in accordance with the recommendations presented previously under Item B., "Foundations." Lateral load resistance for the walls can be developed in accordance with the recommendations presented under Item D., "Lateral Loads." F. Pavements Asphalt concrete pavement section: requirements will be dependent upon the pavement sub- grade quality of the soils actually exposed at the finished elevations upon completion of the grading operations. Our past experience in providing R(resistance)-value tests for sandy soils within the business park has indicated that the R-values generally range from 20 to 40. Pavement design recommendations should be developed at or near completion of the grading operations based on R-value tests performed on the soils exposed at the pavement subgrade elevations. For preliminary cost estimating purposes, however, we have used an average R-value of 30 and suggest that the following pavement sections be assumed: 2 inches of asphalt concrete on 5-1/2 inches of aggregate base in automobile parking areas and minor traffic channe!s, 2-1/2 on 6-1/2 inches in major automobile traffic channels, and 3 on 8-1/2 inches in areas subject to heavy vehicular loads such as would be imposed bytrash trucks and/or large delivery trucks. • Our services consist of professional Opinions and recommendations made in accordance with generally accepted soil and foundation engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. If you have any questions, please call. Verytruly yours.- ROBERT PRATER ASSOCIATES Wm. P. Hespeler, RCE No. 26,222 • - • WDH:jh • Conies-. Addres.a (3)• • Form 1 BUILDING DATA FOAM i ( BUILbI$G ENVELOPE COMPLIANCE Project Title, I €R5TT A<RL Documented by '' 'Location CARLc P (OA ) '' "Date J. Project Designer 6pom Checked b 'Date - SITE DESCRIPTION Location Code Number (from Table '2 of Appendix 1) Latitude 2 Degree Days-heating (from Table 2-of Appendix .1). 3 SF, Solar Factor (from Fig. 4.1.17 or Table 2 o Appendix 1) -'4 i22-7 AT ASH RAE design temp - 78° (from Table 2 of -I ' Appendix 1) -- 5 'BLDG. DESCRIPTION ' Occupancy Type Code Number (from Table 1 of Appendix 1) 6 00 Gross heated floor area, sq. ft. ' , '- ' ' ' . 7 Number of floors - , ' . '. ' , '8 I ' Ground Floor Perimeter, ft. . 9 Z0 Longest diagonal dimension at ground floor, ft. 10' I Height, ft. ' Record the detailed materials data on the Materials Data Form . Form 2 Wall. Surface Areas . Aopaque wall 12 t ' • ' ' - Awindow ,13 1 'Ad r 14 •css . ' - ' Total A0 Line 12 + 13 + 14 15 Heat Transfer Coefficients (see Section 4.1-8) ' '- ••-• ' • ' ' . winter " U 16 PB - ' (heating) u - window ' 1 Udoor - 18 summer U 19 (cooling)Lif ' 20 - Uoo. 21 •, Shading coefficient of glass, (from Table.3 of Appendix' 1) , Sc 22 ' 1f Weight of Wall Construction, lb/ft2 , -: w 23 Mass Correction Fact&'(from Fig. 4.1.16)" 'MCF- 24 IO - . . .. Equivalent Temperature Difference '(from Fig. 4L16) TDeq 25 , 4'F, Roof - Surface Areas . . . , Aopaqueroof 26i0Z Askylight 27 - - : , ' ' - Total ' Aor(26.+27) 28 % skylights - , (27/28) 29 •' - , , - '1 Note. If Line 29 is 5% or greater, automatic light-sensitive , switching systems are required in the area ugh ted by sky- light. . - - . • . . . . - . - Enter the difference between line 27 and 5% of line 28 or . ' zero, whichever is the greater • '-' . - - 30 - Enter the sum of line 26 and line 30 • -. - 31 -'H'- '' -. • • - BUILDING DATA FORM — BUILDING ENVELOPE COMPLIANCE Pge 2of Form 1 PROJECT TITLE: 5lkRS;.T -CAR 'Heat Transfer Coefficients (See Section 4:1.8) winter U 32 - (heating) roof U skylight 33 summer r 34 0 5F (cooling) Us 35 Shading Coefficient of skylight (from Table of Appendix 1) SC5 36- Mass Coefficient'(from Fig. 4.1.16) , Mc 37 Absorptance (from Fig..4.1..16) - ' Ac 38 O' " Floor Floor Area over unheated space .. Aof 39 U-value for floor , ' 'u 40 • '1 HEATING DESIGN CRITERION Standard U0 (from Fig 4 1 2) 43 Standard Uor (from Fig :4.1.3) : " 44 ' ' ' ' , Standard U0f (from Fig.,4.1.4) ' ' 45 '_-_- Maximum allowable U0 (from Fig 4J.1), 46 Proposed U0 , (from Fig. 4.1.7) ' •• 47 ,•r 0, - Proposed Uor (from Fig 4 1. 10) 48 Proposed U0f from line 40) 49 • ' , . . ' Proposed U0 (from Fig. 4.1.1) , - 50 Line 50 must not exceed line 46 Note: Uor is calculated from the equation of Fig. 4. 1. 10 for the proposed building using the value from line 30 for the aiea . of skylights, and the value from line 31'for the overall roof I area Aor COOLING DESIGN CRITERION V V • ,. V Standard OTTW (from Fig. 4.1.15) - V V •V ,V• ' 51 Standard OTTVr (41 x line 44) ' .. ., 52 4" V V " Standard OTTV (from Fig. 4.1.13) , , , , V 53 (1E .Z •. V Proposed OTTVW (from Fig, 4.1.14) . . ?. C. V ' 54 V V V • Proposed OTT Vr(from Fig. 4.1.14) V . . 55 ____-46 _____ •. V V V V Proposed OTV (from Fig. 4.1.13)' • • , V ' - 4 V V • V ' Line 56mutnot exceed line 53 , • Note: 0 TTVr for the proposed building is calculated from the equation of Fig. 4. 1. 14,.using the value from line 27 for the. V V V area of skylights, anththe value from line 28 for the overall roof V . . V V V V . • : V area A0,.. , 'V VVVVVVV V V t Form 2 MATERIALS DATA FORM BUILDING ENVELOPE COMPLIANCE Project Title FRt I tJ t> A Documented by Location CA9 Date Project Designer S Checked by Data Wall Wall Type 1 Weight of wall construction, lb/ft2 (see Sec. 4.1.8) W Heat Transfer Coefficient (see Sec. 4 1.8) U1 2 . 0 Surface Areas (attath sheets to document any additional .Orientation 3. ''O compass orientations) S Area 3 5 0 5 5 . Onentation 5 4L) S S Area '6 Orientation 7 (.AJ S Area S S Orientation 9 S Area 10 4b S , S S Wall Type 2 S S S Weight of wall construction, lb/ft2 S W2 1 S Heat Transfer Coefficient U2 12 : Surfe Areas (Attach sheets to document any additional Orientation 13. S compass orientations) . S Area 14 S S S Orientation 15 Area 16 S - S Orientation 17 S S S S Area 18 S Orientation 19 S S Area 20 S Wall Type 3 Weight of wall construction, lb/ft2 W3 21 / S Heat Transfer Coefficient J U3 22,'/ Surface Areas (Attach sheets to document any additional Orientation 23 / 0 S compass orientations) S . Area. 24 • S . S S Orientation 25 / 0 S Area .26 S S S S 0 Orientation .27 Area 28 S 0 S Orientation 29 . S Area 30 ' S S • S S S S • S S / MATERIALS DATA FORM - BUILDING ENVELOPE COMPLIANCE Page 2 of Form 2.. lM1tSTAT M-' PROJECTTITLE - Wall Type 4 * Weight of wall construction, lb/ft2 •'. 4 31 Surface Areas (Attach sheets to document any additional 64 32 compass orientations) Orientation 33 Area 34 S Orientation 35 - • V V Area 36 V Orientation 37 Area 38 Orientation 39 H V Area 40 • Glass Type 1 V Shading coefficient (from Table 3 of Appendix 1-or mfrs. data) 41 VS Heat Transfer Coefficient (from mfrs. data) 42 )• 1r2- Surface Areas (Attach sheets to document any additional Orientation 43 Ni compass orientations). V Area 44 - Orientation 45 V V - Area 46 2 IQ V Orientation 47 VE V V V Area 48 V Orientation 49 Area 50 ____ V Glass Type 2 V Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) V 51 : V . Heat Transfer Coefficient (from mfrs. data) V 52 A • Surface Areas (Attach sheets to document any additional V Orientation 53 V V compass orientations) V , Area V _3V V 54 V Orientation 55 V V Area 56 V V Orientation 57 V • V Area V V V 58 V V Orientation 59 V V ,- . - • Area 60 VVVVV V V V V • V. V V V - Glass Type 3 V V • • • - - V V V V V •Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) V V 61 • VV V V Heat Transfer Coefficient (from mfrs.data) 62 VV V •• V V V Surface Areas (Attach sheets to document any additional Orientation 63— compass orientations) V Area 64 • . V V S • - - Orientation 65 V. • V . Area_ 66 Orientation 67 - V V • VV -V Area 68 ______ V V V • . • •.,Orientition V 69. •• V • V - . Area70 V ) MATERIALS DATA FORM - BUILDING ENVELOPE COMPLIANCE Page 3 of Form 2 H' PROJECT TITLE .Glass Type 4 .. . . Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) .. 71 " Heat Transfer Coefficient (from mfrs. data) '' . 72 I' Surface Areas (Attach sheets to document any additional Orientation 73 compass orientations). . Area 74' Orientation .75 - Area 76 • . Orientation 77 Area 78 . . . - Orientation 79 Area 80 . '- Roof Roof Type 1 Weight of roof construction, lb/ft2 (see Section 4.1.8) 81 Heat Transfer Coefficient (see. Section 4.1.8) . 82 - - Surface Area (Attach sheets to document any additional roof types) 83 3 Ol Skylight Area .•:' 84 Skylight Shading Coefficient (from Tabe3 of Appendix 1) 85 • ' Skylight Heat Transfer Coefficient (U-value) . 86 Floor . • Floor Type 1 (floors over non-air conditioned spaces only) • • . Weight of floor construction, lb/ft2 (see Section 4.1.8) • 87 • Heat Transfer Coefficient (see Section 4.1.8) • . 88 ... Surface Area (attach sheets to document any additional floor types) 89 Doors Surface Area S S 90.1 •' . . Heat Transfer,Coefficient (U-value, see Table 4 of Appendix :1) • 91 / : •: •.. - I / • Type of Glass Nominal Thickness b Solar irano. Shading Coefficient ho=4.0 h. 3.6' Regular Sheet 0,87 1 00 1.00 Regular Plate/ 0.80 .0.95 0.97 Float 0.75 Q.J 0.93 0.71 0.91 grey Sheet • - * 0.59: ......0.78 0.80 0.74 09 0.92 j7. 0.4.5 0.66 0.70 0.71 0.88 0.90 • 1 0.67 0.88 0.88 Heat-Absorbing 0.52 "0. 75 Plate/Floatd 0.47 CO. TO 0.74 1 0.33 . 0.61 0.24 0.50 0.57 B. Insulating Glass, . Nom Shading . Solar Trans.i • - -. -, . Coefficient \ uai Type of Glass Thick- nesso Outer inner ho h0 Pane Pane =4.0 3.0 . . Regular Sheet Out Regular Sheet In I 0.87 0.87 0.90 0.90- Regular Plate/Float Out Regular Plate/Float In f 1 0.80 .0 .80 0 83 0.83 Heat-Abs Plate/Float Out Regular Plate/Float In 0.46 0 80 0.56 0.58, Refers to factory fabricated unite with i% I or in air apace or to prime windows plus storm windown. - h Refer to manufacturer a lit..rature for values. Thickneas of each pane or glass, not thickness of assembled unit Refers to grey, bronze and green tinted heat absorbing plate/float glass b / A117 .,- /_-- - - DOCUMENTATION FORM rorm 4 HVAC SYSTEMS COMPLIANCE (Complete for each system) - (Rev. I 5/78) 1, Project Title IJ1 INcTP . Documented by Loation (A LA 7 Date________ Project Designer __4X 44DV- Checked by________ Date________ DESIGN CONDITIONS . . -. . Building occupancy type (Table 1 of Appendix I) Project Latitude (Table 2 of Appendix I) Heating Degree Days (Table 2 of Appendix I) ...........'Z 2. HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter ................. °F . Indoor Design Temperature...........................'7 OF Outdoor Air ................................... - CFM Heat Loss From Outdoor Air......... . . .......... - Btu/Hr. Temperature of adjacent unheated spaces...............- °F Transmission Heating Losses ....................... t 2.0 Btu/Hr. Infiltration Air ............................. . . . 0 _ • CFM. . Heat Loss From Infiltration.......................... 0 Ventilation Air ................................... CFM . •-:: Heat Loss From Ventilation ..........................I 4-',lO Outdoor Air-for Special Processes....................--- CFM . 0 Heat Loss From Process Air ......................... : 0 Btu/Hr. '0 Other Heat Losses (describe) 'O ..........k6l Btu/Hr. 0 OC Total Heat Losses ............................. 8tu/Hr. . 0 COOLING LOAD DOCUMENTATION (Attach calculations) 0 0 00 •• Outdoor Design Temperature, summer, dry bulb. 4- OF 0 0 Outdoor Design Temperature, summer, wet buth........../\ OF Indoor Design Temperature, summer., dry. bulb ........... •_. 0 0 Indoor Design Temperature, summer, wet bulb. OF -. o :0 0 Transmission Heat Gain ............................ Btu/Hr. 00 Infiltration Air ................................ . CFM 0 Heat Gain From Infiltration ........................0 0 Btu/Hr.•-:- 00; 0 Outdoor Air for Special Processes ..................... CFM 0• 0 0 0 0 Heat Gain for Process Air ................ . ........ Btu/Hr. • - • - Solar Heat Gain Through Windows, etc ...............I I I Btu/Hr. 0 0 • • 0 0 Heat Gain From Lights, Equipment, People, etc..............' I &40 Btu/Hr. - • 0 Heat Gain FrOm Other Sources .1P.!"-1............9 , 3 0 Btu/Hr. : 0 Outdoor Air: 0 0 0 0 00 •o • • 0 0 0 Fixed Minimum Type System • 0 0 0 - 000 0 : . - CFM Per Person (Not to Exceed Tabulated - • 0 Minimum Ventilation Rates) ....... 0 .CFM/Person 0 • - •: • 0 Heat Gain From Outdoor Air ................ Btu/Hr. 0 0 0 .4 . S Page 2 of Form .4 COOLING LOAD DOCUMENTATION (Continued) . System Utilizing Outside Air For Cooling CFM PerPerson (Motto Exceed 33% of Tabulated Recommended Ventilation Rates) . CFM/Persoa Heat Gain From Outdoor Air ...................TT 8tu/Hr.. Total Cooling Load ..............................I2 ZS Stu/Hr. TEMPERATURE CONTROL . . . . . Attach manufacturers data or other, give specification or drawing reference which shows in detail the following information: REFERENCE (page or sheet No.) i capability to sequence heating and cooling ......................................T.4;( Sc t8o temperature control device set point limits...................................... . . temperature set point range between full heating and full cooling ....... ............... _____________ • . . . j.. e setback and shutoff controls ............................................... capability to terminate heating at 70°F and cooling at 78°F.......... .. ............. . Indicate drawing or specification reference where the temperature control device requirements given below are documented. • An automatic temperature control device shall be provided for: • S -. each separate HVAC system ...... ... ........ ... .......................... each zone ..................... ....................................... .S. • SIMULTANEOUS HEATING AND COOLING < T T LF •• Zue o7 iR C t*4( jJ(T) * The following requirements apply to the use of nev, energy.and need not be complied with when recovered energy is used to- control temperature. • . . S . . • .S • In each case when resetting hot and cold deck temperatures one representative zone may be chosen to represent no more than ten zones with similar heating or cooling requireriients. • •, -..:. Concurrent operation of indepen&nt heating and cooling systems serving common spaces must provide either or both of .the •: controls given below. List reference specification page or drawing number where control requirements can be verified. • • - REFERENCE Sequential temperature control of heating and cooling systems .: Automatic reset of heating temperature to limit energy input only to that / •• •• level to offset heat loss due to transmission and infiltration ........................_____________ S • Reheat systems - give reference specifications page or drawing number which will show compliance with the following . when reheating 0% or more of the total air in the system. . . •: : •- •. . • When serving multiple zones, controls must automatically reset the cold air . •• .- • supply to the highest temperature level of the zone requiring the most cooling ............- . • S / S •• S •S e Single zone reheat systems shall be controlled to sequence heating and cooling ............• ::•:. -• - . S S ..........- -. S.. S - • S S Page 3 of Form 4 Dual-duct or multizone systems - give reference specifications page or drawing number which will show, compliance with the following REFERENCE Hot deck temperature - must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating I Cold deck temperature - must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling - Recooling systems - give refrence specifications page or drawing number, which shows compliance with the following if recooling 20% or more of the total air in the system. ., S o Controls must automatically reset the temperature of heated supply air to the lowest . temperature necessary to satisfy the zone requiring the most heating .................. HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS. Several HVAC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and any special restrictions given here referenced to shov compliance Supply references to proper specifi- cations page or drawing numbers Type HVAC Systems Used - List type of system to be used here (include all systems for heating or cooling in the building) include reference for specifications for each system P¼c %<.JC C) L ç - C0 i—i c E -- Prr' 9Li- c LJ (J - f€TCSECT, S85 00 , -vr r4-( ' ' • S ' •• S • Constant volume reheat system - when serving both interior and exterior zones - separate cooling coils are required if the exterior zone exceeds 20% of the total air, quantity through the cooling coil r REFERENCE .5 .S S •, S •". . S . • S .•. S , S • .S - • ( Page 4 of Form 4 / DUAL DUCT AND MULTIZONE SYSTEMS Constant volume dUct or multizone systems which utilize new energy to simultaneously heat and cool air streams which \ are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space If used the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum leakage of 3% of the total air quantity handled by the dampers when operating at the maximum system pressure to which the dampers will be subjected Manufacturer's label or nameplate shall state leakage rates REFERENCE Economizer Cycle - For each cooling fan system, for other than dual-duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM must have an economizer cycle unless one of the exceptions allowed is claimed. REFERENCE E7 C_ '5cr (Soo Electric Resistance Heating Systems -'These systems shall not be used unless the total installed electric resistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis. Form 8 (see Section 4.2 of this manual) shows an alternate system life cycle cost exceeds that of the electric resistance system Give reference if less than 10% or include Form 8 if calculating life cycle cost. REFERENCE MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation - Dampers which are automatically interlocked and closed on fan shutdown are required REFERENCE Gravity Ventilators - Either automatic or readily accessible manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings REFERENCE POWER CONSUMPTION IN FANS REFERENCE Constant volume system - oE OT 'vPFLt/ Tb cEL PR C,tpJ() Ue Total Supply Air Quantity - - - - - - - - - - - -- - - - - -- - - - -- • c Total Pressure of Supply Fan Inches Water Total Supply Air Quantity Adjusted for Process Loads - CFM Total Gross Floor Area ---------------------- - - -. - -- - - - -- - - - - - -- -- - -- - - ------ Sq. t. Net Fan Performance Index (FPl) - Variable volume system Total Supply Air Quantity at Maximum Flow - Total Pressure of Supply Fart at Maximum Flow ____________ inches Water Total Gross Floor Area.................................................... - Sq.Ft. • • Fan Performance Index at Maximum Flow (FPIm) CFM Variable Volume Adjustment Corant .....................,•.. - - Adjusted Fan Performance Index FPIa -• ......................... ... ...S.......____________ S - - - - - 4_0 DOCUMENTATION FORM HVAC EQUIPMENT COMPLIANCE Form 6 References giving the specification page or drawing sheet number or manufacturer's data must be submitted to demonstrate com- pliance with Division 6 of the standards. I2OOOQ le 4B000 ELECTRICALLY OPERATED COOLING Standard rating capacity, Btu/hr SYSTEM EQUIPMENT S Minimum EER (COP) Reference k4T 4( ABSORPTION WATER CHILLING Heat source (check one) - COOLING SYSTEM EQUIPMENT Direct fired (gas oil) Indirect fired (steam hot water) Minimum EER (COP) Reference COMBUSTION HEATING EQUIPMENT Minimum combustion efficiency at (Oil and gas fired comfort maximum rated output - heating equipment— Reference 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 S REQUIREMENT FOR MAINTENANCE FOR MANUFACTURER'S MAINTENANCE AND FULL AND PARTIAL CAPACITY AND STAND-BY INPUT(S) AND OUTPUT(S) SPECIFICATION REFERENCE 'ILE ic S 3 H'. ..'. . S . .. . 3Z Ann • 05 =11 12 . -.' IO9 > j(O K . •. ______ • • • '• • >. eK .• • .' S • • I K9 • . z.• • , .5. .. .• • • • ________ . S . • :. .., .5 • • 9,0O 5' - TF-F KcO' SHUT . DATE PREPARED BY OFFICE . PROP ND. JOB NO._______________ NAMEOF JOB__________________________________________ 11 LOcATION - - APPROVED__________________________________ USED FOR EJYIMATS FOR 4fP FA SUN '' LOCAL TIRE PEAK Loae Sun T, as = Cu FT IT AREA os SUN GAINON QUANTITY IL 01FF FACTOR I Bru/Houl Houus op OPERATION CONDITIONS DB We S RH DP Go/Le SOLAR GAIN—GLASS GLASS '2O SQFTX I x 47 OUT000R(OA) (i lz Room (RN) )E, GLASS j I ' So rr x ( $ x ,7 8.0 DIFFERENCE 9 x x It x x x x x x I 0 So FT X I (' çt x - __.:i 0O LATIUM - OUTDOOR AIR __________PEOPLE X O PT X - CPa/So FT / CPU VENTILATION pt LI) GLASS l_..(t SOFT )( I (,S'2. >t: / . - - SILYLIGHT So Fr X x SOLAR & TRANS. GAIN—WALLS & ROOF WALL So FT ) x . - . INFIL. TIATION ______CVN/PI.$OM OPEN DooB 000a$ X C,a/Doo =' EXHAUST F* 0 - ),AWALL o! So FT Org x - ZOO WALL O FT X 06 - WALl. So FT X CRACK—FEET X C,l/FT CPU INFILTRATION ROOF—SUM 't174 So FT )( X IS - _4. ROOF—SHADED SO FT x x CFM OUTDOOR AIR THRU APPARATUS U CPU TRANS. GAIN—EXCEPT WALLS 6- ROOF All. GLASS 1 So FT x X .._7 . V ''Q APPARATUS DEWPOIP4T . EFFECTIVE Errcciv ROON SEMI. HEAT FACTOR ESHF SEMI HEAT = EFFECTIVE Room. TOTAL HEAT = - 0 . - I ii,- c '- 2. C) . .5 . . . . Ut.) r 0 _,T) - Sue TOTAL Sue TOTAL Sue TOTAL PARTITION SO FT - CEILING So FT X X Ftooe So FT X X INFILTRATION CPU >( )( IDE -. '. INTERNAL HEAT P&GPLE 2.5 PEOPLE X •Z-S30 2.,a'- POWER HPo.KW X LIGHTS 2114. WATTS X 3.4 X I APPLIANCES. ETC. . X . ADDITIONAL. HEAT GAINS x . . STONACI So FT X X SAFETY F*croe I I C) ROOM SENS I OLE H EAT EL 2 SUPPLY SUPPLY DUCT DUCT FAN HEAT CAIN S .+ LEAN. Lola 5 + H. P. 5 OUTDOOR AIR Cpu x F X Sr X 1.05 EFFECTIVE ROOM SENSIBLE HEAT M LATENT HEAT INFILTRATION CPU X Go/Le X 0.50 . PEOPLE PEOPLE X STEAM Li/KS )( 1050 APPLIANCES. ETC. ADDITIONAL. HEAT GAINS . VAPOR TRANS. 5* FT )( 1/100 X Gi/L, X SAFETY FACTOR S i'-3 0fV%1. , - ROOM LATENT HEAT - SUPPLY DUCT LEAKAGE LOSS OUTDOOR AIR - CFCs Go/Le X OF X 0.64 EFFECTIVE ROOM LATENT HEAT - EFFECTIVE ROOM TOTAL HEAT ig - — OUTDOOR AIR HEAT SENSISLI: Cpu x F )c 0— BF) )( 1.0* ..2 OA p LATENT: CPU X li/tB X(t -- BF) X o.es RETURN Rt;ui. SUBTOTAL - Duct DUCT . HP bEau.. C NIAT Gula % + LEAN. GAIN 5 + I. + PIPE LOIN GRAND TOTAL HEAT El AIR CONDITIONING LOAD ESTIMATE ___................................................ . . . . . . . . . . . . .. .--------.-.-.--.---'.. V-V ......... F'-I\ ;f• t - - • SHEET____________________ . DATE PREPARED BY______________________ OFTICF PROP NO. JODNO.________________ AM( OF JOB___________________________________ LOCATION - _. tisco FOR APPROVED SPACE - AU40 e- LOCAL Via EITINATE roll sun TIME 4F(A LOCAL TIME PEAK LOAD own TIME SIZE x - -So FT x Cu FT ITEM I I FACTOR I DTU,HoUR Houp; OF OPERATION - - I I SOLAR GAIN—GLASS GLASS -15 SOFT)( II x GLASS < GLASS SQ -FiX x GLASS SQFTX x S SuyilcuT So FT >( X SOLA R & TRANS. GAIN—WALLS WALL SoFix & ROOF \4WAL.L. 9i9 SoFix 4(7 X WALL SQFTX x WALL SQFTX X Poor—SUN I SQ FT x 4 1- x 10 Poor—SHADED So FT X X TRANS. GAIN—EXCEPT WALLS & ROOF ALL GLASS So FT X X I I 0 PARTITION So FT X CEILING So FT X X FLOOR SQFTX X INFILTRATION CFU X X 1.0* INTERNAL HEAT POPL( 2-4. PEOPLE POWER o HP, KW X LIGHTS (j WATTS )( 3.4 X APPLIANCES,ETC. X ADDITIONAL HEAT GAINS x Sus TOTAL STORAGE So FT X x (- SUS TOTAL CONDITIONS OB WO I S RH OP Gull. OuT000a(OA) 24 &1 6Z. - P00w (PM) 7) G3. DIY,ERENCE X X Z x X X X X X I — - VENYI• CATION OUTDOOR AIR PROPLI- X Crl/PI.sos SO FT x : C,u/Do PT Cr11 VENTILATION — - — E? INPIL. TRATION 5WINCIN REVOLVING. DOORS........_...........PIOpLI X C,N/PINRON = ------ ___ OPEN,000Rs DooRs X CPN/000S = EXHAUST FAN________________________________________ CRACL..... FEET X CPU/F? = Cru INFILTRATION 10 .__.• , 4'7 CFM OUTDOOR AIR THRU APPARATUS 0 CfN0 ..._ 2. Q APPARATUS DEWPOII4T - EFFECTIVE . EFFECTIVE ROOM SENS: HEAT ESHF SEWS HEAT = = FACTOR ETFICTIVE ROOM TOTAL HEAT - _ooO SAFETY FACTOR 7 '2 0 p A . ('.1 - -- - ROOM SE N S B L E H EAT . 1 SUPPLY SUPPLY DUCT DUCT FAN HEAT GAIN Sf LEAR. LOSE' % + HP. S I. OUTDOOR AIR Cru x F X OF X 5.0* - EFFECTIVE ROOM SENSIBLE HEATER — . LATENT HEAT INFILTRATION CFO X Go/Le X 0.05 r PEOPLE ____.PEOPLE Zoo 4 SO STEAlS Le/He X1050 APPLIANCES. ETC. ADDITIONAL HEAT GAINS VAPOR TRANS.50FTX mooX GsILS X . Sum TOTAL - -. SAFETY FACTOR ROOMLATENTHEAT . SUPPLY DUCT LEAKAGELOSS _S OUTDOOR Ain Cris X Go/Le X OFXO.SO - - EFFECTIVE ROOM LATENT HEAT EFFECTIVEROOM TOT ALHEATH OUTDOOR AIR HEAT . SENSIBLE: -ac,_Cro )(9_F )((1— BF) X1.05 ____ I_ -•1 LATENT: CFOX 1. X(1 _-BF) X 0.05 _GO/Le IITURR 117555 Sus TOTAL DUCT DUCT HP DIRUP. A HEAT GAlS %_+ LEAN. GAIN %_+ Pump' _5_+P1,1Loss _ GRANDTOTALHEAT J3 2.2-2 AIR CONDITIONING- LOAD ESTIMATE -__L.__._'_----_-_-_--_-------.----- - FORM FORM 5 ' • '. ,DOCUMNTATION 1, •0 'LBUILDING LIGHTING'COMPLIANCE. PROJECT TITLEFIRST INTERSTATE BANK DOCUMENTED BY________________________ LOCATION CARLSBAD DATE S PROJECT DESIGNER MIKE LYNCH CHECKED BY___________________________ 0 (DATE ROOM ROOM RCR TASK AREA NOTE SO. FT. NO. SQ.FT. TOTAL WATTS ALLOTED DESIGN NO. SQ. FT. . APPL. 0CC. 0CC. TASK SQ.FT.SQ.FT. WATTS WATTS 101 2998 0-5 BANK AREA . 2998 2.4 7195 7593 102 118 0-5 ATM ROOM . 118 2.0 236 156 .103 .110 0-5 WOMEN . 110 1.0 110 /122 • S S 104. 81 +5 MEN 81 1.6 130 103 105 48 +5 HALL . : 48 1.0 48 78 107 231 0-5 STAFF ROOM: 0 231 2.4 554 48 108 56 +5 JANISTOR 56 1.0 56 78 109 39 +5 VESTIBULE 39 25 98 :78 110 230 0-5 SUPPLY ROOM . j!-..23( 2..4 552, 48 111 12 +5 ELECTRICAL ROOM : 1 1.0 .12 40.. 41125 76 +5 TEL. /SEC. EQUIP. 0 7( 1.0 76 '78 113 74 +5 BANK AREA . 7 2.9 214 122 114 . 268 0-5 VAULT . 26E 2.4 643 488. 0 5 _ •. S ___ ____ S. 0 0 ,• PAGE TOTAL 9924 _9912 S 0 0• S. r S 0 %-1., POCUMENTATXON FORM FORM BUILDING LIHTING4COMPLIANCE . (. PROJECT TITLE FIRST INTERSTATE BANK DOCUMENTED BY_____________________ LOCATIONCARLSBAD DATE_________________________________ PROJECT DESIGNER MIKE LYNCH CHECKED BY DATE . , 'ROOM ROOM RCR TASK AREA NOTE SQ.FT. NO. SQ.FT. TOAL WATTS ALLOTED DESIGN NO. SQ. FT. . APPL.. 0CC. 0CC. TASK SQ.FT.SQ.FT WATTS WATTS 101 2998 0-5 BANK AREA 2998 2.4 7195 7593 102 118 0-5 ATM ROOM ; 118 2.0 236 156 103 110 0-5 WOMEN S . 110 1.0 110 122 MEN . . 104 81 +5 . 81 1.6 130., '..103 '.. 105 48 +5 HALL .. . . . . . 48 10 48 78 107 231' 0-5 STAFF ROOM 231 2.4 . 554 . 488 108 56. +5 . JANITOR 56 1.0 .56 78. VESTIBULE . 1 109 39 +5 39 2.5 98 78 110 '230 0-5 .,SUPPLY ROOM 230 2_4 552 488 111 12 +5 ELECTRICAL ROOM. 0 . . 12 1.0. 12 40 112 .76 1-5 TEL. /SEC. EQUIP. S 761.0 76 78 . 113 74 +5 BANK AREA .. . .; . . . . 71 2.9 214 . . 422 114 268 0-5 VAULT S S 26E 2.4 . 643 488 S 5 5 55 PAGE TOTAL _9924__9912 J W McRoskey 6451 El;Camino Real Carlsbad, California 92008 4 July 21, 1982 1 - .- "- a- City of Carlsbad Building Department 1200 Elm .Carlsbad, California 92008 . Attention Mr Carter Darnell -. C. Gentlemen In confirmation of our recent telephone conversation, please modify Bui1dingPermit No. 81-485 to show the prime contractor as C. A. Larsen Company instead of J. W. McRoskey. The job description is the First Interstate Bank building, and the 30b address is 2219 Palomar Airport Road, Carlsbad, California Thank you Sincerely, W. McRoskey cc C A Larsen Company E C EI VED JUL 211982 C CITY OF CARLSBAD Building Department 4