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HomeMy WebLinkAbout1820 MARRON RD; BLDG Q; 87-696-Q; PermitAPPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT - APPLICATION & PERMIT' -• 2075 - I - Las Palmas r., Carlsbad, CA 92009-1915 (619) 438-1161 - - .-. • . . ... .- ......... ,. _ ._--- •- JOB ADDRESS - A ST. RD. THOMAS BROS NO, DATE OF APPLICATION -22.g BUSINESS LICENSE S VALUATION PERMIT NUMBER - -. - • kR--L. Lime, z '7 oT • LOT BLOCK SUBDIVISION ASSESSOR PARCEL NO, • CONTRACTOR CONTRACTORS PHONE C - ._ , . ZONE. - •. • * ' 7j* TP OWNER'S NA7E iq--r -3?c3o - • '.• - OWNER'SPHONE - 1 I • ' - . . CONTRACTOR'S ADDRESS 64- STATE LICENSE NO. ' BUILDING SO. FOOTAGE Iho o,ZTh YL 3- -49,3 _-•--,--- - --_- - - ._- OWER'S N NGADORESS ,r,\ - - . . -' - DESIGNER 1 DESIGNER'S PHONE -. P4 DESCRIPTI N WORK r'-ot3/ . . • £.__ - . DESIGNER'S ADDRESS - STATE LICENSE NO. • - - • -- - - -. - ..-•-_.. - • - - - -. - - F/P - FLA ELEV. • NO - STORIES e • GP EDU - - - vOmvO 0031 02/26 0101 02EidF'mt 259- 't - J -CNSUSTkCT -- kARKINGIPACE 4aESUNl1'S L - GRADING PERMIT ISSUED -- REDEVELOPMENT , TYPE - OCC9AO RESPR 6I0( AREA L ' CONST x o ND N - -YO Not Valid Unless Machine Certified OTY PLU'v1BIN PERMIT ISSUE F OTY MECHANICAL PERMIT ISSUE SUMMARY/ACCOUNT NUMBER '2...' EAtH FIX URE TR'P It INSTALL FURN. DUCTS UP TO 100,000 BTU - - — _7 BUILDING PERMIT ' 001-810•00-00-8220 -f - . - zpz L-11, - - EAC-I3BUI1UI'I4GSEWER - * - - . r - • - OVER 100,000 BTU- -. - - - -, • -• - --SIGN PERMIT . - 001-810-00-00-8221 -- - ' - - EACH WATERHEATER 1i)VENT - •,._J' BOILER/COMPRESSOR UP TO 3 HP , - - PLAN CHECK . • 001-810-00-00-8891 - - - 'EACI-a0 SYSTEB tJTLETS"' .. ' BOILER/COMPRESSOR 3.15 HP. ' , - - TOTAL PLUMBING - - 001-810-00-00-8222 4....... ".--' EACH GAST IrWMORE---- .._. - - METAL FIREPLACE- • C ' -- ,- - - • -ELECTRICAL-- -- -s- 001-810-00-00-8223- - - — - ''b_- -' 7_ VENT FAN SINGLE DUCT _---- - ,. MECHANICAL *-001-810-00-00-8224 MOBILEIIOME___-001-810-00-00-8225 - - ,EALIUUMBREk?R ', i 1TPb_()• MECHEXI-IAUSTHOOD/DUCTS ___.•. -• — WATER SOF(11.R" _'. '- _- RELOCATIONOFEAFURNACE/I-IEATER_-.- -_--. --SOLAR •--001-810-00-00-8226- —_---s- _— _-- - - EACHROOFDRAIN •• DRYER VENT _• ___. ___- - STRONG MOTION _880-519-92-33 -, - ,- --• - TOTAL-MECHANICAL - ". - •., , - - - - FIRESPRINKLERS ---001810-00-0O-8227' "'• .-,_*_' .PUBLIC FACILITIES FEE_-_320-810;00Q0:8T40,r _-- TCY Q. - - ' - - - .- • _ .e OTY. - * - !V1OBILE.H1,.LP - BRIDGE FEE 360-810-00-00-8740 - - — 'PARK-INLIEU(AREA: _- _- _-• *.-v -• - - -- - NEW •_/_ ''1 * j ' . . CARPORT _-2 l?3\ ..' TIF ."312-810-00-00-8835 - - IPH ___"r -("3P) AWNING --- _-A LA COSTA TIF - 311-810-00-00-8835 -'•- EXIST BLDG EAAMP/SW - - - GARAGE _____''7 _' - - FMF__O" IPH -- _- \_3 PH - _-c______-,' ffE_IC/j iQQo__I• - - LICENETAX.3,5-001-810,00-00-8162 REMODEL__ALT1RNPERCIRCUIT — 0) 'MFF 860:5-1'9'92-57 — r TEMP'PL'E1200'APS ___- __)-,'-' -- * -. ' -• -•- -- _'- _-OF/p---- -- - T' ___I _ -----OVEA200AMPS-j----°'------ _• .• .-*• -\'_`5AO4O 'A TEMP OCCUPANCY 130 OAYSI -: - ._.CREDIT DEPOSIT_S --..•4 TO TA L [ ILRLL.L -':- _ _______ FEES PAYABLE 'j-• _ .- - -m I HAVE CAREFULLY EXAMINED THE COMPLETED '-APPLICATION AND PERMtT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions Otthis * AN OSHA PET IS REQUIRED FOR EXCAVATIONS OVER Code shall expire by limitation and become null and void If the building or work 50' CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE authorized rmif is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit 0 'I1gbd1idfl or work authorized such permit is suspended or STRUCTURES DEEP AND DEMOLITION OR CONSTRUCTION OF OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- abapdoaIap(timea ter I_orkuscomm_cod for a period 01180days-STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY "'N u "'A P P L I C A N TXS I GN A_T~~Re OWNER El KEEP HARMLESS-THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AN CONTRACTO APPRq~EMPY 0: AIE EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF TH~~ BY PHONE FGRANTING OF THIS PERMIT% - USE BALL POINT PEN ONLY & PRESS HARD - - — I ---;-> 0 I hereby affirm that I am licensed under.. I I "provisions of Chapter 9 (commencing with I 'S.ctloi7OOO) of-Division 3 .01 the Business I'.'d Professions Code, and my license is in Lv" full forceand effect. I_herebyattrmJhat I am eeeg,pt from the Contrac-._L._,. "1ros License Law tot the following reason ISec' 7031.5 'Businédh.and Protessions Code: Any city or county which .quires a permit to Construct, alter, improve: demolish; or I - repair any structure. prior to its issuance also requires he ap plicant lnr'sijCh permit to tile a signed statement that.he is - hcensed 'pursuant 10 the provisions ' 01 the Contractors - License Law (Chapter 9 commencing with Section 7000 of Division -u ...,-.Divisinn 3 nt.the-Businessanli-Pmulessions Cede) or that is ex--- - empt therefrom and the basis or the allegee ptr exemon. Anya I - . violation of Section 7031.5 by an applicant for a permit sub-, . jects the applicant tea civil penalty 01 not more than tive.hun.v. - - dred dollars (S500).'' '--'•--"r nn'i j.l I; as owner at the property, or my employees with wages • 'as theirsote compensation, will do the work, and the struc- I - a '-'' lure is not intended or altered tot sate (Soc. 7044, Business .-I -, and Protessiuns Code: The Contractor's License law does" 544 not apply to av'ewner 01 property who' builds or- improves I m • thereon and who does such work himself or through his own - employees:providod that Such improvements are not intend-I.... ed'orollered for sale. 'It, however, the building or improve._I, Z ""menl is sold within eve year xl completion, thu owner-builder - 39 will have the burden of proving that he:did not build orim- 0 - - prond for the purpose at --.1 - . I ) I, as owner 01. the property. am exclusively contracting - with licensed contractors to construct the project-(Sec. 7044, I I, Busineuu.and Protessivnu Code: The Contractor's License Law does not apply roan owner at property who builds or im- Fymones thereoo.,and'wtro Contracts for each 'prolects with a.j;l contractor(s) license pursuant to the Contractor's; License Z Law) o , 11 !As a homeowner lam improving my home; and the t0tlOw' 4 - 'ing conditions evist:, l, .c'ta. n :_'fn * . 1 l-The work is being pertorihed prior to sale. .. I - 2. I 'have lived .in.my home 110tw r.elve months prior to completion at thiS wvrk. r - ., . 3.-. -I.. have not claimed this exemption during- the I. 0, • last three years. '_ •, il - - 'D lamexempt under Sec. B8 br this reasono . C-- . x'vij '11 '. .. . . - hereby affirm that I have a certificate of consent to I DsetLtrmsure. or a certiticate olWerk'eLs',Compensation in. it. . .. svrauce, er-a certified copy thereOt Sec. 3800. Labor ,Code - L n' OCO l. ) - COMPANY - • 2 - L.-Copy is tiled with-the city. . 4 - - DCertified copy isherebyturnished' • w '1 r11 !,CERTIFICATE OF EXEMPTION FROM L...WORKERS. COMPENSATION, INSURANCE -. U) V ' -' IThis section need not be completed it the permit I ' is to, One hundred dollars ISreOl Or 0551 -2 0; I certity that In.the performance of the work for which this permit's iSSvedl shalt not employ arty person in any - 0 manner so as to become subject to the Workers' Compex- - satiAnLaws of California. - r - 'f .NOl'ICETOAPPLtCANT: If, alter making this Certiticure . e;olEn option, you should become Cubiecr to the Workers'(" -.npensaIion previsions 01 the Labor Code, you must I 15tortrrwith cOmplwith such provisions or this permit shalt - 1-1 be deemedjevoked. - • It -,1".r •''''' -0'v .1 hereby.allirm that -there is a construction lending .arnby for thA'pertorihranLeát 1hAw6rk for wtiiAh'this per.Wi •t al ..)-f mit is issudlSe33097. Civil Code) Zt --- ---'----------v-- - ------ - - . wi Lender'd Name • 4g't -,_'n •', - * ,_- - - I 'Lender's Address_______________________________ t__. - . •L1*sb -'--- --, 0-• - TYPE DATE 7--T- BUILDING REINFORCED STEEL" 3/zs/tY/ MASONRY GUNITE OR GROUT SUB FRAME U FLOOR U. CEILING. SHEATHING El -ROOF osE EAR ..: -. FRAME ..• - H ______ _______- EXTERIOR LATH- - INSULATION. - - INTERIOR LATH & DRYWALL : .. - PLUMBING i---. - - U SEWER AND BL/CO U PLICO UNDERGROUND U WASTE UIWATER TOP OUT EJWASTE U\VATER TUB AND SHOWER PAN GAS TEST U. WATER HEATER- :D SOLAR vATER4 ------ ---i- . ELECTRICAL U ELECTRIC UNDEGROUND UFFER ROUGH ELECTRIC '. U ELECTRIC-SERVICE-'- U TEMPORARY- 7 U BONDING. E3 POOL - - - I --- MECHANICAL U DUCT &PLEM., 0' REF. PIPNG-.. HEAT - AIR-COND. SYSTEMS VENTILATING SYSTEMS - . :•. -. CALL FOR FINAL INSPECTION. WHEN' ALL: APPROPRIATE - ITEMS ABOVE HAVE BEE'NAP?ROVED-:' -: FINAL- - PLUMBING- ELECTRICAL MECHANICAL GAS.... BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD - - - REQUIRED SPECIAL INSPECTIONS , INSPECTOR S NOTES. 4 - INSPECTION 4 REQ. IF INSPECTQ& CHECKED 1ee-i-.-L'77Z A. — - 5 PRIOR TO FOUNDAONINSP :- '. .-. STRUCTtJRAL.CONCRE3.E OVER 2000 PSI PRESTRESSED CONCRETE ----- -f - - J'-' '. - POST. TENSIONED, ..-...- .• . ,. . •.-. _ . . CONCRETE 4 FIELD WELDING - - HIGH STRENGTH — - — - BOLTS. _ . - -- 5.. - -. -.-- SPECIALMASONRV..I ' I t \. •l - -, - -- ._- C1 . •- - - - 41' , ' - ..'.'s.- - .•n'• -- .r'_ ,.lonrr-rnn - r- ,,- • ', .4 _;_, - -. - - 'V.--. .. .- • • 5-, 'p - - " - - - - - - - - - * ---- - — - --:- - ---•- '-".. i-•'t' .' k.-. - - -, • - ., DEVELOPMENT PROCESSING SERVICES DIVISION : * 2075 LAS PALMAS DRIVE - CARLSBADCA 92009-4859 (619) 438-1-161 MISCELLANEOUS FEE RECEIPT Applicant Please Pnnt And Fill In Shaded Area Only JOB Bldg. K 1880 Marron Rd. ADDRESS Bldg. Q: 1820 Marron Rd. ' -PLAN ID NO. ' ASSESSOR'S 156-301-15 . -0 PARCEL NO. OWNER Hughes Investments OWNER'S MAILING 2 Corporate Plaza Sui€e 250 ADDRESS • : . : - - .- -) . -:, .916-00 CITY -Newport BeachzIP9266O tEL 714-759-05 CONTRACTOR Collins General Contractor ESTMATED VALUATIdN CONTRACTOR'S MAILING Gill .Marha11 - PLAN CHECK FEE 9 810°T°°8821 ADDRESS , IF THE APPLICANT TAKES NO'ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY San Digo - ZIP TEL. 276-3380 WILL BE FORFEITED.' STATE BUSINESS LICENSE NO. .' LICENSE NO. ' . V 0. to 3 co SUBDIVISION LOT(S) .32 H (refer to Title sheet - drawings) __________________________________________ LEGAL DESCRIPTION 'Portionsof lots 32 .,. . . CHECKIFSUBMITTED:. Incluive;ofHop.eucaiyptus __.. .; Forest _Company 'stractintheCity of 21987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS San Diego, State of CA. Map No 11.36 . . DESCRIPTION OF WORK Buildings K &Q - Retail 2'STRUCTURALCALCS - ; __________ .. _ . Type V non-rated construction, B2 0CC - E(/) 2SOU.S REPORTS (shell constructiononly) 2 SELF ADDRESSED ENVELOPES Bldg. _K:_4725 S.F., _Bldg Q:7925-SF . . DATE GIVEN!DATE SENT TO APPLICANT • . CONTACT PERSON Mazen Pter Nazzal LACOST LETTER ADDRESS ' 1565 Hotel Circle S., Suite 200 '-'SCHOOLFEEFORM _ - CITY S D -e o ZIP 92108 TEL. 297-0131 P &ECORRECTiONSLIST 12/23/87 - . .CERTIFICATEOFOCCUPANCY _ -- uri . - 0 I - - , 0 -;.r • (. -. White- File ' . Yellow - Applidant Pink -Financ . - Gold - Aséssor ,iA )L 7' CASHIER'S VALIDATION Qtitg of Qlarlatiab + 0031 02/26 0101 04Sr if Fl 660 00 SEWER PERMIT APPLICATION SEWER PERMIT NUMBER:SE A9I I APPLICANT TO FILL IN SHADED AREA BUILDING PLAN CHECK NUMBER PC BUILDING ADDRESS BUILDING TYPE teo NUMBER OF EDU S ( 4 OWNER / ) CALCULATIONS MAILING ADDRESS 2 Co /2144 2cb CONTRACTOR S MAILING ADDRESS onit'-Th VL /Ld Po,iij LEGAL DESCRIPTIONS CONNECTION FEE //IV b(//OJ CALQ1V '40_6NITS :COST _________ x Am I Tn v /I 0 , of # LATERALCHARGE TOTAL CHARGES _________________________________ ASSESSORS PARCEL NUMBER: . • PREPAR ED. BY: (PRINTED NAME) -' 4 - 5 • 8 / COMMENTS: 1Ht /O i' ) 'iti • -4i ji j, )'o ' C _ 42526 * •(, (V FcB Jj •*- + 4Q,/I -. *. -.. . . . - •- £! I -d '1 ( WHITE DPS GREEN Finance CANARY Water PINK Building GOLD Applicant $ * . - -. .-.- .. • . . L.c_.. • • . • . . • . . .. . - .. . . - v FINAL BUILDING INSPECTION PLAN CHECK NUMBER: A? 696 . DATE: 8 3l 88. PROJECT NAME:1" S 1820 & 1880 Marron Rd Q S K ADDRESS PROJECT NO _________________ 1 UNIT NUMBER PHASE NO TYPE OF UNIT NUMBER OF UNITS Dive CONTACT PERSON a4)(4W 434-6901 CONTACT TELEPHONE all dept By.JSPEC JPJ AO?J INSPECTED: DATE APPROV ED ______ DISAPPROVED INSPECTED DATE BY ¼ INSPECTED ____________ APPROVED ______ DISAPPROVED . INSPECTED DATE BY INSPECTED ____________ APPROVED DISAPPROVED COMMENTS: (1 S. S Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FIT— FINAL BUILDING INSPECTION 87696 8-31-88 -PLAN CHECK NUMBER DATE PAOJECT NAME: - - - -- 1820 & 1880 Marron, Rd Q & K ADDRESS PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.: shell bldg TYPE OF UNIT NUMBER OF UNITS Dave CONTACT PERSON MIXMC. 4344901 CONTACT TELEPHONE all. dept INSPECTED TE PECTED 2rAPPROVED INSPECTED: DISAPPROVED • INSPECTED -' DATE • • •, • - BY INSPECTED ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: ____________________ INSPECTED: __________ :APPROVED _____ DISAPPROVED - •-• • ••- IR EC VED SEP 0 2 COMMENTS 198 ('9 / •. ._.-' , 100 /- /, • PINK: Planning '-GOLD: Fire: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Enineering 'CANARY: Utilities 77777 FINAL BUILDING INSPECTION ' PLAN CHECK NUMBER: 87-696 DATE:. 8-3188 PROJECT NAME: ADDRESS 1820 & 1880 Marron Rd Q & K 0 , 'PROJECT NO.: _________________ UNIT NUMBER: ' PHASE NO.: shell bldg TYPE OF UNIT NUMBER OF UNITS Dave - - CONTACT PERSON .. '• CONTACT TELEPHONE:_-' 4346901 ' '0 all dept INSPECTED DATE SEPo6 1988 APPROVED DISAPPROVED INSPECTED DATE ' BY: INSPECTED: ' APPROVED 0 , , - DISAPPROVED •' " 0 0 INSPECTED DATE 0 , 0 , 0 V ,•• BY: V/ INSPECTED: ' APPROVED DISAPPROVED' Qosta, Heai Municipal-Water Disfrict - 0 ''• ' "0 , O ' COMMENTS: 0 , Engineering Departmnt (619)438-3367 0 : . 0 0 . Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities ' PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION RECEIVED SEP 1 1983 S . . .. PLAN CHECK NUMBER: 87-69.6 .DATE: PROJECT NAME: 1820 & 1q80 Rd Q K ADDRESS: PROJECT NO.: UNIT NUMBER: - PHASE NO.: : TYPE OF UNIT: ': NUMBER OF . UNITS: dVL CONTACT PERSON: 34XM .414-6901 CONTACT TELEPHONE: , ,. . . . all, dept S • S. INSPECTEDQ DATE INSPECTED: _________ APPROVED DISAPPROVED H . INSPECTED DATE . . BY: INSPECTED: ___________ APPROVED . DISAPPROVED : INSPECTED DATE; BY: INSPECTED: . APPROVED DISAPPROVED______ COMMENTS: : •. - -t Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire F- San Testing Engineers— Diego Division of United States Testing Company, Inc. - I A 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (619) 225-9641 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 DATE: 411-88 SUMMARY OF COMPRESSION TEST RESULTS PAGE: 1 of 1 FILE NO: 5397 I SPECIFIED JOB NAVE: North County Plaza Bldg. K & Q C•.•.::CRETE :28PAY SIR: 2000 PSI S Carlsbad, CA. ' PROPORTIONS/MIX NO.:C745P CLIENT Hughes North County Association TYPE II 'CEMENT: _________SPEC SLLM' IN 2 Corp. Plaza', Suite 250 PLfv1IXT1..RE: • P1k. SIZE: IN. NewportBeach, CA. 92660 S •;• SitRED & (1RED NOT TESTED ULTIMATE CCWRESSIVE STRENGTH DATE 011-ER RESULTS LAB NO CAST. LOCATION IN S1RUC1UE SLLW 7-DAY 28-PAY TEST PSI ._- MD. DA. IN..AGE 4-4-88. -POUR DATE. 22076 4-11 North East Slab of floor in 4" 1030* 22077 5-2 • Bldg. K. S. •• • DO ES Nor CONFORM 22078 6-3 : S S • • • *Notified Dave of low break result of cylinder #22076, on 4-11-88, at 8:1-35 AM S. S •. I • • S ,20212. A I 1) Hughes North County Assoc Collins General Contractors. TESTING EIISSPN DI • S.. '47 Architect S G P A REVIEWED BY:` )TraVls,Verdugo, Currey &Assoc REPORT #088 097 5 KENT RtRTIM. - S LABORATORY SUPERVISOR at/ Testing Engineers—San Diego i. 3467 Kurtz Street, P.O. Box 80985, San Diego CA 92138 (619) 225-9641 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 _-DISTRIBUTEDTU 2 I;VE HUGHS NORTH COUNTY- ASOCIATES - I JOB, DDRESSL.182LMARR ON_ ROAD _ CARL3XAD )_ CA 92OOO. - TESTING ENCINEERS-S-DIEGO CARLSBADCA .. COINS GENERAL CON1RAC1OR ARCHITECT SA PERMIT NO:.87696K& TRAVI,S7,VERDUGO - I ENCIHEER:DavidjendinL -- CITY -- OF, CARLSBAD - - - TESiINGGINES-TESTING ~PORINO:_ 20071- DATE O4I28/B8 TRLJ( ( URA 31 I I IIOIWI I D INPI ( I I 0,N RI 1:) 01R I - - STEEL. - - - - c) :i.n t p ea'a tic) and welding bycrt.f:kd ürs ui.ng - -- .- - ,- - ---- ----- W(:i ders an:I cert,:i. f:i.c: a:ten-umb er: _-D-ii.) v id F :i a h Lye :II(rii.M 2. -- w (I( - fL)flgP ))(aM s tJLflçJfl I 11( ( -- - -- f:itupancL.peiitr't:tonwe:LcJ:i.nc:j - W24x:Lt7bej:ii wce usecl and c ox) -f--'- o.rs _.t o AWS I)1 .J • - Viva]. inectLon p err fpjied of - -- ay) Iwcl.d:inqJ: y c:erti.+'.:LedI usinq_ Lectrode%E?iIi1;1, - --- f a p] iceon a W24 -- .-. . --- - - -- ------ __---=_t_t - - - - -------------------_=_= - - - - -- - - -=. - -- =- - - - _-4; -. - - -= - 4t26L(3_---------------__ - LI ec::t:i. u;i.ng;AWS .wa1d aMea sp i:i ci5 -=---- I ra;t.Lon. weld.:i A I::IdaMsI:):I. i.c.c tIesecoiu:LspJ.:ice.. Eli :Ls W() rI<con10 rris t oAW8 Di. . Vis ua :Li iipe:t:Lonwa sI: erA oriiecL oP j C) :1. n Lp rpa ra t:i on_ an:IwJ.dincjby.ccr ti. +icdoJ:eraLo.s u ing.JTWS - - =--. I Mea l:lev:o )Iy re:) ort ec1. . fi( 1tJI1Pc traion wc ____ toc a Mber bea MsW24xi:L'Z.. a ii dW24 x q no Lw 0 ' 1<. i r ac:: ccl o :i. Itp ra;I.:i. C) - - ingAWS- - - -- - ------=-= omj f u l l. trtion welds made o .camber beams W4xU7ncL TESTING ENGINEERS-SAN D:F.ECo i Testing Engineers—San Diego JAM; "2948 Kurtz Street P.0, Box 80985 San Diego CA 92138 (619) 225-96411 2948 Industry St.,Unit B Oceanside CA 92054 (619) 758 3730 W `24 j =ñtc€ Cb I)(flS Wi i.)0(i J- I jçji M DAlI S FMI II77iRR floP '' 11 AI tev (, bbu I A5K41 I' I HI3 1 AI< Of IIR% 1AI< 11 DI IR 3'3O AV ?1 0 - fl ti I i1 n PJJJN L( hd h* I IJJ (A 'ilncl1nn by (>N1 'iijal ftpcI orr torc, wac 'flu 1 Ym ==IL 1< Iii U on i, nti on bU AN1 clod I if' d OII tor. was Mdd1______ - '----- ---- - - - - I (I' L tac hd IS Ik —77 -- LyA,N 1quLiL ion 77 rkinJLa siItpwIL..o flLAtI)( I c-( * oi -ful I nd/or n%r t•l L.r)pnptr o t1 n w Ick ;liowi on --' ----- --- ----- ñAli KilI i no 'c. iiAwi - 4/ 'i '( 1 n B I h - --- - . -== --- . --.-- .-.-- I .._ I II NC I N(.INf I I'S—tAN 1)11 0 0 LABORATORY NO. NONDESTRUCTIVE TEST REPORT DATE FILE: JOB: . 'A24 . ADDRESS: - - TYPE OF TESTING: FABRICATOR OR ERECTOR: CONTRACTOR: SHOP FIELD ______ Page 1 of 1 MATERIAL: . _T1 METHOD: TRANSDUCERS: ______________ CALIBRATION: SHEAR WAVE-ANGLE: INSTRUMENT: jØ b INSPECTION STANDARD: ______________________________________ RATE OF INSPECTION: _________________________________ DESCRIPTION OF TESTING/ITEM(S) . DEs. DATE HOURS TECHNICIAN - Ll L4- 2-l' PART NO. / LOCATION NO. / TYPE WELDS TESTED ACC. REJ. REMARKS 4 F? cQijc £. -i z REJECTION RATE RETESTS OF REPAIRED WELDS HOURS REPORTED TO: Testing Engineers—San Diego Reviewed by, ITS r Testing Engineers—San Diego - .A Division of United States Testing Company, lnc. . 8 3467 Kurtz St., P.O. Box 80985, San Diego, Ca 92138 (619) 25-9641 1 2956 1pdustryStreet,. Ocëanide, California 92054 (619),757-'02.48 EVVIE: 4-22-88. . . SUMMARY OF COMPRESSION TEST RESULTS . . .. . . P: 1 of 1 FILE NO: 5397 SPECIFIED JJt3 NPME MTERIP1L CONCRE 2S-Y STR 2000 PSI North County PLaza, Bldg K'& Q :'PROPORTIONS/MIX NO IP Carlsbad,. CA. . . . 0•• . CLIENT:'TYPE 0 II CE?E41 0 SPEC SLLfvP IN 0 0. Hughes North County Asco.AMXTLRE: : .2Corporate Plaza, Suite 250 PM. SIZE: IN. 0 0 I I I kn. 0• 1) Hughes-North County Assoc. 1) Collins'General Coniracting .. - .: TESTING EM3I$-SN DIE(X) - 2) Architect S.G.P.A.. •0 QVTflfli 1W. I '\ ; Testing Engineers—San Diego 'c 1,7 A Division of UnitedSfa(es Testing Company, Inc. 3467 KurtzSt,PO Box 80985,SanDiego Ca 92138 (619) 225-9641 J 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 DATE: 5-2-88 SUMMARY OF COMPRESSION TEST RESULTS PAGE: 1 of 1 FILE NO: 5397, 1 SPECIFIED North County Plaza, Bldg K.& Q MTERIPIL CONCRETE 28-DAY STR 2000 PSI Carlsbad, CA FOPCRTIONS/MIX NO.' 81242 CLIENT TYPE___ SPEC. ujp IN Hughes North County Assoc 2 Corporate Plaza, Suite 250 PCt4IXTUE PGG. SIZE:IN Newport Beach, CA 92660 SUED '& OLPED NOT TESTED • _____ tLTIMATE (XMRESSIVE STREM3TH :DATE. I OThER RESLTS LAB 'O. CAST : L(O\TION IN STRUCflJE SLLM 7-DAY 28-DAY TEST PSI MO. DA. IN. FI .&-4-88 -CONCRETE PLACEMENT DATE 22073 4-11 West side of floor slab, 2" 2070 22074 5-2 Bldg. K. • 3170 22075 6-3 60 DISC CONFORM kn. 1) Hughes North County Assoc. Collins General Contracting 'Architect SGPA 1) Travis, Verdugo, Currey & Assoc. REIRT #088-196 • IESTIIG ENGINEERS-SAN DIEGO REVIEWED BY: LABORATORY SIFERVI&R Testing Engineers—San Diego A Division of United'States Testing Company, Inc. 3467 KurtzSt, P0 Box 80985, San Diego, Ca 92138 (619) 225-9641 r J 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 DATE:. 5-2-88 SUMMARY OF COMPRESSION TEST RESULTS PP: 1 o 1 FILE NJ: 5397 . SPECIFIED J38 NPtE North County Plaza, Bldg. K & Q TERI CONCRETE 28-DAY STR 2000 PSI Carlsbad, CA 'PROPORTIONS/MIX NO;: C745P CLIENT:Hughes North County Assoc TYPE: II CEMENT: SUM' IN '2 Corporate Plaza, Suite 250 ijpj PG SIZE:IN Newport Beach, CA 92660 STORED & aJED NOT TESTED LTIM(kTE COMPRESSIVE. STREMTh DATE'.. •. .: Oil-ER I RESULTS L/38 NO CAST LOCA11ON IN STRUCTWE SLIM' 7-DAY 28-DAY TEST PSI KL.DA.. . .. . IN. 4-4-88 -CONCRETE PLACEMENT DATE 27076 4-11 Northeast Slab of floor Bldg K 4½" 1030 2077 5-2,1720 22078 6-3 .. . . 0 60 HOLD. kn. 1) Hughes North County Assoc Collins Genera' Contracting 1tTI' ENIt'EERSS/N OIE(X) Architect SGPA .-: . REVIEWED BY: 1) Thavis, Verdugo, Currey & Assoc REPORT #088-197 KENf'FIPRTIN 1PBQA1tRY SIFERVI&R cmwwr -Testing Engineers—San Diego A Division of United States Testing Company, Inc. 3467 Kurtz St,PO Box 80985, San Diego, Ca 92138 (619) 225-9641 % Lk1 r J 2956 Industry Street, Oceanside, California 92054 (619) 757-0248 ..DATE:. tSUMMARY OF COMPRESSION TEST RESULTS PAGE: -1 of 1 FILE NO 5397 Pe.rnut#87696 K&Q SPECIFIED JOB WE North County Plaza Bldg K & Q 1•ERIP'L CONCRETE 28411W SIR:2000 PSI Carlsbad, CA ROPCRTIONS/MIX 75 p Hughes North County-Assoc'.' U CEFE?ff SPEC. 511W IN 2 Corporate Plaza, Suite 250 t'1IXlUE P03 SIZE IN Newport Beach, CA 92660 STORED & WED NOT TESTED . . . ILTIMATE (XNRESSIVE S1REI'Gl}l OAT. . . OTKR I RESULTS LAB NO CAST LOCATION IN S1R1L1UE SLUMP 7-DAY 28-DAY TEST PSI M. DA. IN PI 4-13:7 88 -CONCRETE PLACEMENT DATE 22193 4-20 Northeast side of East Section 3½" 1770 22194 5-11 of Slab. . . 2690 22195 6-12 . : . 60 DISC. CONFORM. 4713-88 -CONCRETF PLACEMENT DATE 22196 4-20 West Center of Slab 4 3/4" 1360 22197 5-11 2370 22198 .•. 6-12 .. . 60 DISC. CONFORM kn. .1) Hughes North County Assoc.. . . Collins General Contracting TESTING EN3IERS-SAN DIE(X) Architect S G P A REVIEWED, 1) Travis,_Verdugo,_Currey,_& Assoc. " REPORT #088-231 KWRTIN3 i Agnpaimy ci PcRVTS(P OF T1 ç DENNIS L CHRI EN BUILDING CON ~z ACTOR i 1uL22 C,E R FIAL1 OF C.GNTORMA NC E /HE UNDERSIGNED MA NUFA C TURER WEREB ER TIE/ES that the products identified below and on attached sheets Nos ' are marked— with the Collective Mark of the AMERICAN INSTITUTE OF TIMBEWCONSTRUCTION (AITC), and were nanufactured in conformance with applicable proviions of American' National Standard ANSl/AlTC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture •has been at our plant in - Riddle, Oregon' , which plant has' aqUality ccihtoIsystem approved by the lñspection Bureau of the AMERICAN INSTITUTE OFTlMBERCONSTRUCTlON and inspected periodically by such Bureau The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter,-25 of the Uniform Building Code. • , • • ." • ' '.,. •• •' ' 4••• ,,' .• * ••.'• •' - JOB NAME NORTH COUNTY PLAZA BLDG K & Q JOB LOCATION.Carlsbad, CA -' •' •'. CUSTOMER'S ORDER NO 3992 DATE Z_4/l3/88lFGR ORDER NO. 15244 : -•.••- ••-•• Members have also been manufacthted to the more restrictive provisions of P.S. 56-73. SIGNATURE COMPANY Riddle Laminators I * TITLE Quality Control ADDRESS Riddle, OR DATE 5/2/88 A/TC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUcTION to use'the AITC Collecve Mark in respect of products which comply with applicable proiision of said Standard, that the adequacy of the quality 1control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the'AMERlCAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgmentof AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant Conforrñace with the Standard in respect of :anyspecif Ic or-particular product is the sole 'resonsibitity of the manufacturer;.AlTC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau ,AITC Certificate No 44933 A * AMERICAN INSTITUTE OF TIMBER CONSTRUCTION: - • - © 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM IBCA • •, : - * • - - -- The glulam membes'of the job coveredby this crtj1iate are stamped with one of the - following type quality marks Each qualified "plaritt has an individual qualification designation The designation "P-143" shown on the'iypical quality marks below is not assigned to any plant and is used only for the purpose oftillutration - Ut A TYPICAL CUSTOMPfiODUCTQUALIiYMARK - - •555 - -. : qualified licensed - --••----•-. • - -' r - -' '; - -- A1901' - ia --1 983k - E .,t _3 - '-a 14 --- '-l:•- ,J 1-ti' 'i-- r-- — -i- - Indicates that the designated Aicensed plant ii f4i 5 .'hc 1 has met all requirements for qualification_ and maintains an acceptable quality control Indicates conformance to ANSI/AITC system which is periodically-inspected.-by-A190 1-1983 Structural Glued Lamin - AITC - - - - - -- - -. - - 5 ated-Timber- - - -' - -5- 5- — - - - _.. - •._ - z; - -. - -V., :-_ •-- - - - - ATYPICAL NON-CUSTOM PRODUCT QUALITY MARKS Oki i 0j h110 swrr. ncii S; - - - - -- - -- Identification of structural use desig - ••. •-• - - • -. natedbysymbols: IS) 1) B—simpie'-span bending member C— compression member T—tension mem J 3!bc . - ---•-- "\ 5- -CB—continuous or cantilever span USE SARCH rbd9mem I Designates appearance grade IND— "' D'ii1 .5- - ' il A"RCH—Architecturál. - r PREMPre%rSnium i SPEciES -- qualified'licensed -plant t-ani -u e adhesives. When dry-use adhesives are •used, - the letter ;QUALITY D is added. oLpecis used '- - - - A1-90M'1' `1983 .--- --- - -''---d Designates,-applicable AITC laminating - '' "s • 1 specification .5 and combination symbol I for example 117 85,,.Z4 F V3 Indicates that the designated licensed plant Indicates conformance to ANSI/AITC -_$5•5 -------i-'-- !- - - - has met all requirements 'for qualification 1A190V-1983 Structural1Glued Lamin . - and maintains an acceptable quality control ated Timber 40 Aff system which is periodically, inspected by AlTC -' -- - • - - - i- '_ •. ri - .i:-.--- - -- - - 5 -: - - - - ----- - :--. --_-'.--''-- - - -- - - - * -5'--- --, - - ,-- - - -- * -• 5- - - - - 5___ - - . -; - :i \- - - For custom products the details covering the product are included in applicable documents Fo(non ctustom prodLicts essential details are included on the stamp - - * - - - - - - - -• - - 1 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 - SAN DiEGO, CA 92123 - (619)5601468 DATE: I Z5 gg - LIAPPLICANT JURISDICTION: clI7L-f 13A /:D F 'PUMq--C ER LIFILE COPY PLAN CHECK NO: ' 7 c7c SET: ours ODESIGNER PROJECT ADDRESS: /O H4iZ4CO,t) RD' PROJECT NAME: co.,J7y 4• The plans transmitted.herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. .. •- . The plans 'transmitt'ed 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 D identified on the .enlosed check list and should be corrected and resubmitted for a complete recheck. U The check list transmitted herewith is for your information. The-plans are being held at Esgil Corp. until corrected plans are submitted for recheck. - U The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person.. LI The applicant's copy of the check list has been sent to: .Esgil staff did not advise the applicant contact person that plan check has been completed. rJ Esgil staff did advise applicant that the plan check has been completed. Person contacted: - Date contacted: Telephone # _- REMARKS: By: . . • Enclosures: ESGIL. CORPORATION ESGIL CORPORATION 9320 CHESAI'EAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (619) 5601468 '" ' DATES , I?' ' ' DAPPLICANT ' JURISDICTION: /Tf Of ' •PLAN CHECKER DFILE. COPY ,PLAN CHECK NO: - ' ' ' UPS ' []DESIGNER PROJECT ADDRESS:' /?.-° /S /1AZ-0AJ ' PROJECT NAME! W6g7 ao - ?'4 Cse oev s .D The plans transmitted' herewith 'have been corrected where necessary and substantially comp-ly 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 ' E identified on the enclosed check list and shouldbe 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- lit has been sent to /tAFkJ PFpr. • ' If°YE(L CI,2CL8 . , 5 T Z2 S,J 17/&6O 9Z',O - Esgil staff did not advise th? a plicant contact person that plan check has been completed ' Esgil' staff did advise applicant that the plan check has been completed. Person contacted: /1, AJ-F'E7'& W12AL Date contacted: ' Telephone '. 'REMARKS: I By: O/,AJr5" Enclosures: ESGIL CORPORATION ' - ' ' - ' ' ', ' 97 - PLAN CHECK NO FOREWORD: PLEASE READ JURISDICTION: or Plan check is limited to technical requirements CSSI1ELS f AV contained in the Uniform Building Code, Uniform , Plumbing Code, Uniform Mechanical Code, National TO /4 If A,"/1 Z Z ' L Electrical Code and state laws regulating energy'' conservation, ioise attenuation and access for /'7L C /,-L_& '. _37 '5 the handicapped. The plan check is based on regulations enforced by the Building Inspection -. 7 - , O) Department. You may have other corrections based on laws and ordinances enforced by the ' b fl1 t Engineering Department or other . S PROJECT DATA Present California law mandates that OCQJPANCY:___________________________________ S construction comply with Title 24 and the applicable model code editions adopted, with or BUILDING USE: without changes, by the various state agencies, S / authorized to propose building regulations for TYPE OF CONSTRUCTION:' enforcement at the local level. Code sections S - I cited are based on the 1982 UBC. ACTUAL AREA:___________________________ S S S S S ," a— U.- AREA: T' I / S .ALLCMABLE The above regulations apply to construction, S / regardless of the code editions adopted by S S r JtC_fl ordinance at the local, level. S STORIES: S The circled items listed need clarification, HEIGHT: - modification or change All items have tà be I C4/ satisfied before the plans will be in / S conformance with the cited codes and S regulations. Per Sec. 303 (c), 1982 Uniform OCCUPANT LOAD: Building Code, the approval of the plans does S , S • not permit the violation of any state, county or S • city law. S S Ril4ARES: ' S - To speed up the recheck process, note on this - S S list (or a copy) where each correction item has PLAN Q)RRECIION been addressed, i.e.. plan sheet, specification, GENERAL. COMMERCIAL etc. Be sure to enclose the marked up list when - S • •• you submit the revised plans. , Date plans received by jurisdiction: S Ole 7 Date plans received by. Esgil Corp.:___ ________ S • Date initial plan check completed: S S By: A •' S •• S•• Applicant contact person: S S •• S S 'Tel.("C) NOTE: PALE NUS ARE NOT IN S1lCE AS PAGES HAVING No ITlS NEEDING CORRECTION WERE DRLTD. , List No. 30, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE-OR POLICY SUPPLEMENTS .1 -• 5 5 . S 4/23/86 ' S • • - S • • • "S Building Designation - K - Type 'Construction Shown V i'J V A) Number of-Stories and Height I I ' I - 2.( Fl Basic Allowable Area 2000 g Increases For Multi-Stories For Yards Feet On Sides For Sprinklers 1- - Total Allowable Area 0 0 Actual Area Total 4-7 7-9- 7I-_S' Area Separation Walls Yes (P Yes -nNo Yes No Yes- No Yes - No Over Area Yes Yes Yes No Yes No I Yes No Over Height Yes Yes C Yes No Yes No Yes No Over Stories - Yes Yes Yes No Yes No Yes No A.' PLANS 7' Show on the Title Sheet all buildings, - structures, walls, 'etc. included under this 1 Please make all corrections on the original application Any portion of the project shown -tracings and submit two new .sets of prints, and ' " on the 'site plan that is not included with the , any original plan sets that.may have been . ' '. - building permits application filed should be - returned to you by'the jurisdiction, to: ' , , clearly identified as "not included" on the site , plan or Title Sheet Esgil' Corporation, 9320 Qiesapeake Drive, Suite #208, San Diego, California 92123, 8. Provide a Building Code Data Legend on the (619) 560-1468. ' ' ' ' ' Title Sheet. Include'thefollowing code information for each building proposed: Please make all corrections on the original tracings 'and submit two new sets of . Occupancy Group prints, and any original plan. sets. that may ,' ?' Description,of Use,- 'have been returned to you by the jurisdiction, , ' ' Type of Construction , -S'EE to: , '. "' ' ' ' " , ,, Sprinklers: Yes or No A'TTi4CHtP •. 'Stories ' ,The jurisdiction's building department.' ' 'Height ,•' . ' '- , 'l7 rp- Floor Area B. GENERAL ' ' -• ' ' - ' ' - ' ,' ' ' Justification to exceed allâwable area Provide the site address and a vicinity in Table 5-C. sketch on the Title Sheet. • , ' ' ' ' ' ' . Justification to exceed allowable height or ,V Provide the names, addresses and tlephona stories in Table 5-D.' 'numbers of the owner and the responsible design' professionals on the Title Sheet C SITE PLAN Q All sheets of the plans and the first ,sheet () Provide a ftl1' dimensioned sJJ 'Plan the calculations are required to be' signed by rawn to scale. Show: North arrow, property the-California licensed architect or engineer ' lines, easements, streets, existing and proposed responsible for the design.' Please include the' buildings and structures, location of yards used 'California license number and the, date the plans - , 'for allowable increase of building area and are-signed. - ' ' - ' - ' , ' dimensioned setbacks. Indicate on the Title Sheet whether or not '® Provide' a statement on the site plan .' a grading permit is, required for this project. stating: "All property lines, easements-and buildings, both existing and 'proposed, are shown on this site plan" H E :p '' L.c' -. . •- ' •• '' 'S - ' ' ' • '- - '- • 2 4/23/86 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. (LD2 Show -on the site plan all proposed walls, retaining walls and fences. Specify their , heights on the plans. 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. 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. ' QI Show dimensioned' parking layout including any required handicap-access spaces. Q. Show the location of any designated flood p ains, open space easements, or other "development restricted areas on the site' plan. D. LOCATION ON PrxKri () 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 X. 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). 20. The exterior walls less than ZO feet o a property line or an assumed property. line, shall be J-l- fire-rated construction. Section 22-03 (a). () Exterior walls shall have a 30 inch parapet when less than 10 feet to a property line or an assumed property line. V (.See exception, Section 1709.) The exterior wall shall have protected openings (3/4 hour) when closer than 1 0 feet to a property line or an assumed property ' line,. Section 'Z-- 03 (b). V ': () 'The exterior walls shall haveVno openings when closer than feet to a property line' or an assumed property line. Openings include windows, doors, scuppers, vents, etc., • , V Section Z.-2- 03 (b). lie 'V 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. , "V Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. ' V Usable space under the first story, when constructed of metal or wood, shall be separated from the now-usable space; and the story above, as required for one-hour fire-resistive construction and the door to the usable space shall be self-closing, of noncombustible construction or solid -wood core, not less than 1-3/4 inches in thickness. Section 1703. Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43-A, B, C;-Gypsum Fire-Resistive Design Manual; U.L., etc. .L11is - - - - 3P In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303(a). G104Exits should have. a minimum separation of - one-half the maximum overall diagonal dimension of the building or area served. - - Section-3303 (c). - - - 105. Themaximum number of required exits and eir required separation must be maintained until egress is provided from the structure. - -- Section 3303 (a). - - Where a required exit enters a yard or court the minimum width of the yard or court shall be 44" and the yard must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b). 19J../Where required exits enter-an exit court (see - definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits from the exit court shall comply with Section 3311 (d) requirements for width, number, and protection of walls and - - - openings when the occupant load exceeds 9. Change in width in a exit court shall be' ' effected-gradually by a guardrail at least 36- inches high and making an angle of not more 'than 30 degrees with the axis of the court. Section 311 (b). - - 304'.. 'Walls of exit- passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire-resistance required forthe building, with a minimum -' one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly.. Section 3312(a). Basements require two exits. Section 3303 (a). 1)X(Total width-of exits in feet shall be not - less than total occupant load served divided by' 50. Tributary occupant load from basements and - stories above shall be per' Section 3303 (b) and the maximum width required for any story shall be maintained. No point in the building shall be more than 150 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel. - This may be increased 100 feet if last, 150 feet' is in a corridor. Section 3303.(d) - r (See exceptions). - - Double acting doors' are not allowed when - serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft -control or when equipped with - - - panic hardware. Section 3304 (b). - - -- i ia 5 r -#r t•s' , co -s -- ..2 xrc '• Exit doors should swing in the direction of 11 A door may open over a stairway landing egrees when serving occupant load of 50 or more provided the door, in any position, does not Section 3303(d).. See doors - ' 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) .."A.: Exit doors should be openable from the. inside without the use of a key, special knowledge, or )Z2. .Ramps required by Table 33-A shall not -exceed - -effort. Section 3304 (c) [Note that exit doors 1':12;-other exit ramps 1,:8. Ramps steeper than serving 10 or less occupants may have 'a night 1:15 shall hwe handrails 'as required for latch, dead bolt, or security chain per .','. stairways. Minimum size landings and landing Title 24 2-3303 (c).] '• - . clearances must be provided. Section 3307. Exit .doors should be a 'minimum size of 3 feet 4'3. Stairway width must be at least 44 inches by 6 feet 8 inches with a minimum door swing of when serving more than .50 occupants; :36 inches 90 degrees. Maximum leaf width is 4 feet.. '. - when less than 50; 30 inches when used as a Section 3304 (e).. .. private stairway serving less than 10 occupants. Section 3306 (b), Section 3301 (b) 4'i. The net dimension (clear width) at doorways . . . . ,. . should be used in determining exit widths . . 3. Seventy eight inch minimum headroom clearance required by Section 3302 (b). Section 3304(e). ., for stairways should be indicated on the plans. In consideration of door thicknesses, panic, ' . Section 3306 (p). Note that this is from a hardware, door swing etc., the required exit plane tangent to the stairway tread nosings widths'have not been furnished. See door . . . . , .', . . . , , . • Stairway handrails should not project more 3-1/2 inches into the required width Trim may not project more than-1-1/2 inches. Regardless of occupant load, a floor or . . 2)nding Section 3306. (b). . ' not more than 1/2 inch below the . - , • threshold is required 'on'each side of an exit Enclosed usable spaceunder.interior or door. Section 3304 (h).". • •. . exterior stairways should be protected on the / . ' - • • . . • 39. Doors should not project' more than 7 inches' . enclosed side as required for one-hour ' .fire-resistive construction..2 x @ 16" O.C. into the required corridor width when fully • , . nailers. Section 3306 (m) (n)..' - '. - opened, nor more than one-half 'of the required, , . . . . • -. . ' - . ' corridor width when in any position. ' . 2i. Landings should not 'be reduced in width more Section 3305 (d) than 7 inches by a door when fully open Where doors open over landings, the 'landing shall have 3 2t). Revolving,, sliding and overhead doors,.! are, not • , a length of not less' than 5 feet. • ' -' - permitted as exit doors if the occupant load ' ' • Section 3306 (g) and Section 3304(h).' ' exceeds 9 or the exit door serves a' hazardous • ' ' - - ' • ' ' ' , area Section 3304 (g) 11' --. • -- ' - - •- ' • • '': ' -' ' - - . : • 4/23/86 • " :- .: "' , '• - - ' ' . ' -• -- •' •: , 31(1. Provide a complete architectural section of. . Show separate. sources of power. for exit the corridor, and exterior 'exit balcony, showing illumination and exit signs. (Occupant load all fire-resistive materials and details of exceeds 999 in A-i, 500 in A-2/2 .1, 150 in construction for all floors,'walls, roof and all churches, 100 in I's, 500 in B-2 occupancies). penetrations. Section.3305 .(g).. : Section 3313 (b) 2. , Ceilings.of combustible materials cannot be p4'. The exit sign locations as shown are not suspended below the one-hour corridor ceiling, adequate. Section 3305 (g). c ' N. EMATORS 6. Corridor walls may terminate at the ceiling '. only if the ceiling is an element of a one-hour . , 3$ Provide notes and details to show the fire-resistive floor or rOof system. . elevator will comply with Sections 5101 through Section 3305 (g). . - sos. See attached details for approved methods of o AND GLAZI7 providing one-hour corridor construction. . . . -. i l)4 Specify on the window schedule he glass type )4'l. When two exits are required, dead end . . and thickness to show compliance with corri&ors and exit balconies are limited to 20 Table 54-A and B. feet.' Section 3305 (e). . . . . . ).. Specify safety glazing for.glazing in Exterior exit balconies cannot be located in hazardous locations such as glass doors, glazing area where protected openings are required. . adjacent to such doors and glazing adjacent -to Section 3305 (i).' walking surfaces. Section 5406. N. EXIT SIGNS . . Ø. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of. the door 153 Exit signs are required for exits serving an and less than 60" above the walking surface, occupant load exceeding 50. Show all required unless the glazing is leaded or faceted glass. exit sign locations. Section 3314 (a). Section 5406 (d) 7. 33<. Show that exits are lighted with at least one )'2. Glass in excess of 9 sq. ft. with the lowest foot candle at floor level.- Section 3313 (a). edge less the 18 inches above a walking surface . - shall be safety glazing or shall have a Show that the power supply for exit , horizontal member not less than 1-1/2 inches in illumination and exit signs is provided by two width and located between 24 and 36 inches above separate circuits. (Occupant load exceeds 50 in. the -walking surface. ..occupancies and 100 in H occupancies and 300 d. in all others). Section 3313(b) 1. 14 4/23/86.- Glazing in shower and tub enclosures shall be 175 Provide plastic roof panel details to show tempered,. laminated or approved plastic . compliance with Section 5206 or provide ICBO or (including windows within 5 feet of tub or other recognized approval listing. shower floor). Section 5406 (d) 5. ev S Show attic ventilation. Minimum vent area is P. RWF 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. 168. Specify ICBO, UL or other recognized listing approval number for roof materials not covered in UBC. 3Ø Specify roof slope for drainage or design to support accumulated water. Section 3.207 (a). Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a); 41 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). )73. B-2and B-4 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. ,k74. Provide skylight details to show compliance with Section 3401 and 5207 or provide ICBO or other recognized approval listing. 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). S ,1f11. Provide, a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 3205 (c). FM ThIG. p(. 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 oppásite side is more than 75 feet away. Section 3802 (b). ' PC' Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). pO. 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. O- • $'. Note on plans that surface water will drain r(-Show minimum under floor ventilation equal to away from building and show drainage pattern and 1 sq. ft. for each iSO sq. ft. of under 'floor key elevations. ,,Section 2905 (f). area. Openings shall be as close to corners as practicable and shall provide cross ventilation Dimension foundations per Table 29-A. on at least, two approximately' opposite sides. Section 2516 (c) 6.' S I MiEDEROP ptooas SUPPORTED BY THE I THICKNESS OPFOUNDATION WAtt. I II.d.i*) I I WIDTH OF FOOTING UNIT I I I THICKNESS OF P0055401 I DEPTH BEWW I I UNDISTURBED I GROUND I SURFACE I NOAIIO& MASONRY I I I I I 1 6 6 12 I 6 ' 12 12 1 8 1 8 1 15 1 7 1 18 Ito I'° 118 I 8 1,24 I 2,P9 ' Specify that posts embedded in concrete shall be pressure treated per UBC Standard No. 25712. Section-2516.(c) 1. S. MASONRY )4'8. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002,' Show foundation bolt size and spacing. 4, 5, 6 and Section 2515(a) regarding ties and Section 2907 (e). ' #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 32 Specify size, ICBO number and manufacturer of 30-2. power driven pins. Show edge and end distance V and spacing. Section 306 (f). 3X!. Show height and construction details of all masonry walls.,, Chapter 24. 201. Show size, embedment and location of hold own, anchors on foundation plan. )4. Note that cleanout openings shall be provided Section 2303 (b) 4. at the bottom of all cells to be grout filled - over 4' in a single pour. Cleanout shall be Note on the plans that hold down anchors must sealed before grouting,. after inspection. be tied in place prior to foundation ' Section 2414 (a) 8. inspection. Show floor and roof connections to masonry 2,P(. Show adequate footings under all bearing walls. Connection shall resist 200 pounds per walls and shear 'walls. Section 2907 (d). ' , lineal foot or the actual design load, whichever t. is greater. Cross grain tension or bending in Show stepped footings for slopes steeper than wood ledgers is not permitted. 1:10. Section 2907 (c).' Section 2212 (j) 3. A. • V Show minimum 18 inch clearance from grade to V 234. Provide details for damp proofing the • bottom of floor joists and minimum 12 inch foundation walls, below finish grade, where clearance to bottom of girders. ' useable space exists on the interior side of the Section 2516 (c) 2. • V , walls. Section 1707 (d). Show pier size, spacing and depth into undisturbed soil., Table 29-A. Show minimum under floor access of 18 inches ,3P. b 24 inches. Section 2516 (c)'2. ' V , • V 0 OO! A) 67 ' 'V VLDVJ Aj VS 17 .. •, , , V V V . • 4/23/86 2,4. Wood stud bearing walls, with studs at 24" U. MISCE1.LARRC3S -,• o.c., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 - ea 3 x 4-top plates if supporting either floor 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. ;811.~Provide 2fr Specify plywood grade and panel - details of restrooms to show compliance with Section 510 (b), regarding identification index. Table 25-N. - - - floors, walls and showers. When roof pitch is less than 3:12, design : 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). Vol"" If foundation cripple wall studs are less 0 than 14" framing shall be solid blocking. 9. 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 Cripple wall studs exceeding 4 feet1n 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. ' guardrail, through which a'611 sphere cannot Section 2517 (g) 4. ' -- -. - pass, and designed for 20, lbs. per lin. ft. Show plywood sheathing over exposed eaves, or - applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). other weather exposed areas,-is exterior grade. ' Section 1711. 'Table 23-B. Section 2516 (g) 3. - - V. TEfl1 24 BMWICAPP) A(S - 3d. Show a weep screed at the foundation plate line on all exterior and stud' walls to be , '. 257 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 2,s( Ridges, hips, and valleys 'shall be at least - be more restrictive than the UBC. one size larger than supported rafters. Section 2517 (h) 3. ' W. ENERGY CONSERVATION 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. - 0 - 258. Provide electrical plans, plan details, - -- - ' - alculations and the completed Form 5 to show compliance with state regulations for energy conservation. S"/oe 0so.&,y O,p' • - -4/23/86 ,, ' - : - •, 0 • 259 Incorporate in the plans or specifications e attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". 41 O)f Please see additional corrections, or P1 Gremarks, fr/F7 c2 QF 7/-hg on the following page. • The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the SF4OC.IJ () plan check for your project. If you have any questions regarding these plan check items, - A. ,,Q AJ 17 WA S re please contact • S L'Au.7- G5 DO - S '- ^If AJc at Esgil Corporation. - S • 66v rs'7 L)'c Thank you. S • - S . .• Enclosures: - () P,o,.c,é Cl.S - s • S • • .5 - S - SA) icrq • 2. • . . S 4.4)/: ( i**j5,. - S 3. - ELC.tRICAL PLAIUCOMMMON sHcr SBMD * C,9'k .JuRIsDIcrION: . DA:________________ VO= WAGWM PLAN (BECK NUMB: 7. - ~' C PLAN ECXfl: (M1 DILLON • Submit complete electrical plans and 71. Provide ,. overcurrent protection on the specifications. . . . . . . secondary side of transformers. NEC 240- 21/384-16(d). Submit plan •showing location of all services. . . . Submit plan showing location of all panels. Submit complete one-line diagram of service and feeders. . . . . . 15. Submit panels schedules. Indicate.-'the grounding system to be . 31. Specify conduit aiid wire sizes. installed for building service. Specify aluminum or copper.conductors and . Indicate ampere. interrupting- capacities . . . type of insulation. (AIC) of service and subservice - • 0 . equipment. NEC 230-65/110-9. . . . - 3%. Show approximate length of feeders. • Indicate sizes of fuses and/or circuit . . Specify electrode conductor size and type breakers. . . • . wire. (aluminum or copper) Indicate fuse symbols to show fault J'. Submit electrical load calculations. currents are limited' to 10,000 amps on branch circuits. , 71. Indicate existing service size. - If fuses are not used- to limit fault 4. Indicate existing building load. currents on branch circuits to 10,000 . . . amps, specify method to be used. ' )r4. Indicate new additional loads. Submit plan showing location of all ' )6. Indicate wiring method. switchboards. . . '- . . . . Show exit signs on the electrical , 31. Indicate dimension of switchboards and •- . lighting plan. Note: Power for exit . control panels rated 1200 amperes or lights and emergency lighting must more. NEC 110-16(c). 5. conform to the 1985 UBC Sections 3313 and, 3314. Submit plan showing location of all . transformers. . . ' . 26. Provide receTptacle(s)'within 25' of the' roof mounted A/C units. UMC Section 509. ' 31. Indicate the grounding system to be installed . for transformers.— NEC .250- •. 27. Provide multiple switch lighting controls. 26(c). . . • . . . perCAC, Title 24, 2-5319. • . 5 Ay questions on electrical 'please contact the plan checker shown above, at Esgil Corporation- . at (619) 560-1468. Thank you. . 0 0 , 0 * "S --- P, /UJ TITLE 24: DISABLED ACCESS REGULATIONS [NON—RESIDENTIAL CHECK LISTj AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. AND SIDEWALKS (SEC. 2-3 325) ,-1 Walks and sidewalks shall have a continuous com- mon surface, not interrupted by steps or by abrupt changes in level exceeding Vs inch, and shall be a minimum of 48 inches in width. Surfaces with a slope of less than 6 percent gradient shall be at least as slip-resistant as that described as ,.-s medium salted finish. 13-Surfaces with a slope of 6 percent gradient or greater shall be slip-resistant. Surface cross slopes shall not exceed V. inch per foot. y'Walks, sidewalks and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be limited to Vs inch in the direction of traffic (low. "When the slope in the direction of travel of any walk exceeds I vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. )' Abrupt changes in level along any accessible route shall not exceed Vt inch. When changes in level do occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding 54 inch may be vertical. When changes in levels greater than Vs inch are necessary they shall comply th the requirements for curb ramps. Walks shall be provided with a level area not less than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from she walk. Such walks shall extend 24 inches to the side of the strike edge of a door or gate jthat swings toward the walk. Z AU walks with continuous gradient, shall have level areas at least 5 feet in length at intervals of at least every 400 feet. ®AAZARDS(SEC. 2-3326) (1) Warning curbs, Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4 inches in a vertical dimen- sion, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb is required' when a guiderail is provided centered 3 inches (plus or minus one inch) above the surface of the walk or sidewalk; the walk is 5 percent or less gradient or no adjacent hazard exists. Z'Overhanging Obstructions: Any obstructions that overhangs a pedestrian's way shall be a minimum of 30 inches above the walking surface as measured from the bottom of the obstruction, PARKING (SEC. 2-7102) .K rhe following table establishes the number of handi- capped parking spaces required: Total Number of Number of Handicapped Parking Parking Spaces Spaces Required 1. 40 ....... 41- 80 .......2 81-120 .......3 121-160 -------4 161-300 .......5 301-400 .......6 401-500 .......7 over 500 . . . . . . . I for each 200 additional spaces provided When less than 5 parking spaces are provided, one shall be 14 feet wide and lined to provide a 9 foot parking area and a 5 foot loading and unloading area. Physitslly handicapped parking spaces shall be lu- sated as near as practical to a primary entrance. If only one space is provided, it shall be 14 feet wide and hued to provide a 9 mcii parking area and a 5 foot loading and unloading area. When more than one space is providcil in lieu of providing a 14 foot wide space for each parking space, two spaces can be provided within a 23 root wide area lined to provide a 9 tout parking area on each side of a 5 root loading and unloading area in the center. The min- imum length of each parking space shall be 18 feet. In each parking area, a bumper or curb shall be pro- vided and located to prevent encroachment of cars over the required width of walkways. Also, the space shall be so located that a handicapped person is not compelled to wheel or walk behind parked cars other than their own. Pedestrian ways which are accessible to the physi- cally handicapped shall be provided from each such parking space to realted facilities, including curb cuts or ramps as needed. Ramps shall not encroach into any parking space. ExcEprioNs: 1. Ramps located at the front of physically handicapped parking spaces may encroach into the length of such spaces when such encroachment does not limit a handicapped person's capability to leave or enter their vehicle thus providing equivalent facilitation. 4. Surface slopes of parking spaces for the physically handicapped shall not exceed ¼ inch per toot in 6ny direction. , Entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8 feet 2 inches where required for accessibility }O handicapped parking spaces. J6/10 Handicap parking identification signs shall be provided as required by Section Z-7102(e) in the following locations: On the pavement within each required park- ing space At the entrance to the parking facility. .Ø1441TAAY FACILITIES (SEC. 2-511) X' Where separate facilities are provided for non-handi- capped persons of each sex, separate facilities shall be provided for handicapped persons of each sex also. Where unisex facilities are provided for non- -' - - - - handicapped persons, such unisex facilities shall be 'provided for the handicapped. ,IWhere sanitary facilities are located on accessible floors of a building, they shall be made accessible to the physically handicapped. ,a(Paasageways leading to sanitary facilities shall have a clear access 'width as specified in Chapter 33. All doorways leading to such sanitary facilities shall have: a) A clear unobstructed opening width of 32 inches, 'b) A level and clear area for a minimum depth of 60 inches in the direction of the door swing as measured at right angles to the plane of the lour in its closed position, and 44 inches where :he door swings away from the level and clear area. ,*( Multiple accommodation toilet facilities shall have the following: A clear space measured from the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 inches, or a clear space 56 inches by 63 inches in size. Doors other than the door to the handicapped toilet compartment in any position may encroach into this space by not more than 12 inches. A water closet fixture located in a compartment shall provide a 28 inch wide clear space from a fixture or a 32-inch wide clear space from a wall at one side of the water closet and a 48 inch long clear space in front of the water closet if the compartment has an end opening door (facing the water closet). A 60 inch minimum length clear space shall be provided in a compartment with the door located at the side. Crab bats shall not project more than 3 inches into the clear spaces as specified above. A water closet compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unobstructed opening width of 32 inches when located at the end and 34 inches when located at the side with the door positioned at an angle of 90 degrees from its closed position. Except roe door opening widths and door swings, a clear unobstructed access not less than 44 inches shall be provided to water closet compartments designed for use by the handicapped and the space immediately in front 102385 01 a water closet comportment shall be not less that 48 inches as measured at right angles to com- partment door in its dosed position.. ,3( Slnqi. accommodation toil.t rielliti.s shall have the (loailwlx There shell be suti'icierlt space in the toilet rono (or a vtsastcflair asia- orinq 30 riches aide by 48 inches long to enter the room and penstt the door to close. The eater closet shall be located in a space which provide. a 28 inch aide clear space (ro. a (is- tore or a 32 mdi aid, clear space (rosa a call it one aide of the astir closet and 4.8 inef'ss of clear spice in (rent or use aster closet. ,6( In an existing building a single accommodation toilet facility may have the water closet fixture located in a compartment which provides a dear space of not less than 36 inches wide by 48 inches long in front the water closet. Crab bats located on each side, or one side of the back of theL physically handicapped toilet stall or compartment shall be securely attached 33 inches above and parallel to the floor. Grab 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 bars at the back shall be not less than 36 inches long. The diameter or width of the gripping surfaces of a grab bat shall be 1¼ inch to lb's inch or the shape shall provide an equivalent gripping surface. If grab barn are mounted adjacent to a wall, the space be. tween the wall and the grab bars shall be lb's inches. .W A dear floor space 30 inches by 48 inches shall be provided in front of a lavatory to allow a forward approach. Such dear floor space shall adjoin or overlap an accesible route and shall extend into knee and toe space underneath the lavatory. ,L 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. &ser, racilities (or bathing at, provided for the public, clients or employers, Including atsoasrs, bathtubs or lockers, at least ens such facility shall comply aith the-handi- cap access standard, in Section 2-511(a)9. 1/4 inch thick identification symbols shall be provided on doors to sanitary facilities. A 12 iren trianqls for sea and 12 inch di.. aster circle (or woman is rasired. WATER CLOSETS (SEC. 5-1502) (1) The height of accessible water closets shall be a nun. imum of 17 inches and a maximum of 19 inches measured to the top of the toilet seat. Flush contents 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 excessive body movement. 'UR1NALS (SEC. 5-103) 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. @,LVAT0RlEs(SEC. 5-1504) (9 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 17 inches deep from the front of the lavatory. 2. Hot water and drain pipes under 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-.luirrd to activate controls shall be no greater than 3 Its. Lever-operated. push-type and electronically Controlled mechanisms are examples of acceptable designs. Self-dosing valves itt allowed if the faucet remains open for at least 10 seconds. PACE 2 ,)C" D,1NK.1NGFOUNTA1NS(SEC. 5-1507, 2-511) /Thc drinking fountain shall be a minimum of IS / inches in depth and there shall be clear 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 not acceptable. The bubbler shall be activated by a control which is easily operated by a handicapped person such as a hand-operated lever type 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 said ihall be within 36 inches of the floor. The water stream from the bubbler shall be substantially parallel to the front edge of the drinking fountain. IWhere water fountains are provided, they shall be luc.sted completely within alcoves, or otherwise positioned so as not to encroach into pedestrian ways. ®DO9RS & HARDWARE (SEC. 2.3301. 3304) )(All primary entrances to buildings shall be made ccessible to the handicapped. )( Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that are hand acti-vated and which are in a path of travel, shall be oper- able with a single effort by lever type hardware, by panic bats, 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 unite 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. L Every required exit doorway shall 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 jleu width of the exitway is not less than 32 inches. ,4 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. 3. 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 tundards. When fire doors are required, the maximum effort to operate the door ,,nay be increased not to exceed IS pounds. ){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 creating a trap or hazardous condition. Where oarrow 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. 7 hresholds shall not exceed b's inch in height. - Where turnstiles are used a door or gate that is accessible to the handicapped shall be provided within 30 feet. shall be a level clear area on each side of an salt or passage door. Provide 60 inches clear in the direction of the door swing and M InetieI on the side opposite the door awing direction. Ieaaur,saents are to be at right angles to the closed door. 102385 PAGE.3 )t"ElCVAIORS (SEC. 2-5103) ,.}'( At least on. .levator shill have a asnj in. side car platfor, of -6 feat 9 inches wide by A feet 3 inches deep with a minimum clear opening width of 42 inches in buildings more than three stories in height and in all buildings where elevators are required. Passenger elevators in buildings other than those required in No. I above- and serving an occupant load of more than 30 shall have a sini instde car platform of 3 feet 9 inches wide by 4 feet 3 Inches deep. Doors shall b. 3- feet clear side slide-type. Y. Passenger elevators in buildings other than those required in No. 1 above and serving an occupant load of less,than SO shall have a asinimum inside car platform of 4 feet 6 Inches wide by 4 feet 6 -inches deep. The door opening shall be at least 2 feat 0 inches clear width. a( All. passenger elevator, shall have handrail 107 cated 2 feet 6 inches to 2 feet 10 inches above the ear 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 identiry as required by Section 2-5103(m) Wheelchair lifts shall comply with Sec.2-5106 RuizE AREAS (SEC. 2-3303 )(FIRE MARS14AL RECLLATED ocaAscxcs )s' Everymulti-story building where access is pro- vided for the physically handicapped shall have designated (signed) roams 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. ..,pc 9.ZPH0?(S (SEC. 2-511) -1. General. It public telephones are provided, they ehall comply with Section 2-511(d): (UCTR!CM. - (i) Electrical receptacles (13, 20 and 30 s) shill be at least 12 inches above the floor. - Section 3-2-10-50(e) () Switches and controls far lights, appliances, cooling, heating and ventilating equipment shell be not less than 3 feet nor more than 4- feet - above the floor. Section 3.380-8 (c )e (Ire, alasm initiating devices shill be 48 inches above the floor, ground or sidewalk. Section 3-7604.1 - 2"5PCCIF1C OCCUPANCY RE0tJLRONr5 Chapters 2-6 through 2.14 have specific occupancy requirements -for access in addition to the general - requirements Listed above. - Provide tOtes and do- tails to comply with - The width of the required level area on the side into which the door swings shall extend 24 inches past the strike edge for exterior doors and 18 - inches past 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 ,sinigesn of 48 inches of clear space from any door opening into the vestibule when thedor is open 900. Doors into a vestibule shell swing in-the some direc- tion or they both shall swing away from the. vestibule. . /critRloras Am Exit OA&CICS (SEC. 2-3305) Corridor, that exceed 200 feet in length shell: Have a minimum clear width of 60 inches; Have at a central location, a 60 Inch a 60 inch minimum ihealcheir turning/passing space; or Have at a central location, an Intervening cross corridor (atnias. 44's); or Have at a central location, an openable door which provides complying access to area adjacent to the corridor. fSrA1RwAys (SEC. 2-3306) Handrail, shall extend a minimum of 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. The handgrip portion of hindrails shall be not lea, 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. X The upper approach and the lover treed of each interior stair and every tread of exterior stair, shall be serked by a strip of clearly con- -. -. - traatinq 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 more risers) Open stairway, ats, not permitted. Risers sitaU be sufficiently solid to prevent the passage of object., larger then 1/4 inch. /311 Tread surface, shall be slip-resistant and shell have smooth, rounded or ctsasfered exposed edges. The lower front edge shall be beveled or rovisded. Nosing shall not project more th.n,l-l/2 inch past the face of the riser below. JdRAMPS (SEC. 2-3307) 4 Thesiopco(a ramp shall not exceed tin 12. , The top landings on a tamp must be at least 60 inches in depth. ,3( It a door swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the door. . - The top landing shall have a width not less than its. depth. AS.-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.-- 18. The bottom landing shall be not less theta 72 inches deep. .(Intermediate landings shall be provided at turns and whenever the change in level exceeds 50 inches. ,4 Intermediate landings on straight ramps shall have a depth of not less than Y0'. Intermediate landings on ramps that turn greater than 30 degrees shall be not less than 6 feet in depth. 9 Ramps shall be not less than 4 feet wide. 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 md bottom of the ramp. )'Suifaces of -ramp, -shall be slip resistant. - 1023-85 - 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, 2 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 asto 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; Be able to terminate all heating at 70°F or less; and ' 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. .1 '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 Sec. 2-5319. Controls for lighting 'loads within the building envelope shall meet each of the following re- quirements. . . (a) 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. 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. 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. ' 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 orhave self-closing faucets or having devices that limit 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; 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 construction 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. ' • ' •' • 'I Datei //i,/g jurisdiction" Prepared byt Bldg Dept VALUATION AND PLAN CHECK FEE 0 Esgi.1 PLAN CHECK NO. 7 BUILDING ADDRESS ;/.g'7 •MgôA) JD APPLICANT/CONTACT MAE?J pei— NS1AL.- PHONE No.('cf BUILDING OCCUPANCY - 'DESIGNER PHONE___________ TYPE. OF CONSTRUCTION V - NI ; CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION VALUE - . MULTIPLIER 4-'7zc • IS! 206 Air Conditioninz Commercial 4_7;g- @ • •:13.30. Residential Res. or Comm. • • • - Fire Sprinklers Total Value • • 1_•0 410 atei_____ - —Prepared byt V 0 Bldg.. Dept. VALUATION AND PLAN CHECK FEE 0. Esgil r8w( P-LAN CHECK NO. 9 7 . V BUILDING ADDRESS /9Z0 A4g0A) D V APPLICANT/CONTACT AL PHONE NO.(,' 2.7- V BUILDING OCCUPANCY - - DESIGNER PHONE V • • V TYPE OF CONSTRUCTION V :. CONTRACTOR PHONE V • V • ENGINEERING CHECKLIST LEGEND Date: item Complete - Plan Check No. I tem I 0 Project Address:/5,Zot/8R0 • Your icornplete - Needs: ction Project Name: YLICW65 Zut.'t.smiøw -,Z • 1;2,3 Number in circle Field Check •, Date: indicates piancheck By: '. number that deficiency was identified LEGAL REQUIREMENTS > > Site Plan ' I W ) ) ' . . 1. Provide a fully dimensioned site plan drawn to scale. Show: 'North E arrow, property lines, easements, existing and proposed structures, streets, 'existing street, improvements, right-of-way ' ' width' and dimensioned setbacks. ' ' 2. Show. on Site Plan: Finish floor elevations, eievátibns of finish grade adjacent 'to building, existing' topographical lines, existing. and proposed slopes, driveway and percent (%). grade and drainage patterns •. 3. Provide legal description of property. 4 Provide assessor's parcel number. PERMITS REQUIRED ' " • • Grading EEl' fl E ' 5. Grading permit required.,' (Separate submittal to Engineering 'Department required for Grading Permit). - .'6. Grading plans in plan cheek PE. . 7* Need the following completed prior to building- permit issuance: LI LI I A. Grading plans signed. • ' E21' LI B. 'Grading permit issued. ' ' • ' ' ' El" •' ' ', C. Grading completed. ' '• El LI fl• , ,. • D.' Certification letter and compaction. reports submitted. E Grading inspected and permit signed off by City lnpetor. Fl- -LI 8. Right-of-Way Permit required for work in public right-of--way - '' , (e.g., driveway approach, sidewalk; connection to water main, etc) LI 'LI LI 9. Industria! Waste Permit application required. To be filled' 'out :. completely and returned to Development Processing. - I . - .. •V , - :5 . H 5 11. . • -. - .: .. . FEES REQUIRED - •V4. V 10.. Park-in-Lieu fees required.. • 1: 'Quadrant — , Fee Per. Unit Total Fee - 11. Traffic impact fee required. Fee Per Unit Total Fee 155?bdD t • -.__, r 4 -. .5 S . • 12. Bridge and Thoroug ' hfare fee required.. . Fee Per 'Unit: .'- 4 Total .Fee: tc LI LI I 13 Public facilities fee required El" 14 Facilities management Jee'requird Fee I 7w%L_ LI I' Additional EDU's requied 7.02: EVI. L_J Sewer connection fee Sewer permit no 3191 +3I?2. M T1 ,16 Sewer lateral required V)ã ii ,•• - . . : 'REMARKS: 41 . .5 7S-4ø x 7o Av ' ____ 'eo MRs2o) — 772-S"X iwi Xr. 330S -- 6J IWy62& — 7q2c1A% — 2.6,Z Eo, 0 K to. i5 7Date If you have, any questions about any of the above items identified on this plan check, please call s Development Processing Dpartment at 438-1161 Si + 1 V a - - • .• •. •V S.' -, .- . , . • • V - V SV • . S. •V ,. • -: •• . • V •.- S • • . S .. . • • .. V •• - . . 5 ..•, -. . . ,'. V • .0 * V . -- .s .-• • .5.4 S. • -V - - - V • V - V, S •_ . . - . . .s ' - S '4 V V . V. V V , V , V S -_V . .• ., - - . & ' .• V •-,- - C . .. • S.. ( . ( .. / PLANNING, CHECKLIST 00 co ca Plan Check No'87-69(o. Address /820 jIB8 cY,D . . . Type of Project and Usè2Cot'M'aj,p. v& > > > • Zone C-2-Q Use' Allowed.? YES X NO r.i rn Setback Front OK Side Rear /< Facilities Management Zone 1 • . School District: San. Dieguito. • Encinitas . 7 . • V Carlsbad San Marcos U U Discretionary Action Required YES NO Type 5p)87 Iç 0 0 Environmental Required YES $ NO OK hJØ1._g U Landscape Plan Required • YES NO . .. Comments . . . •• . . 0 Coastal Permit Required YES NO U U U Additional Comments OK TO IISSLJ DATE / 1- 2560 ORION WAY. CARLSBAD, CA.92008 TELEPHONE (619)931-2121 . Qtttp at Cabab FIRE DEPARTMENT PAGE 1 OFJ APPROVED DISAPP PLAN CHECKREPORT PLAN .CHECK# . -. . . . . •0 PROJECT, ADDRESS K t ADDRESS (j /2o l4Aj</-ôd t( ARCHITE CT. P/\ ADDRESS PHONE 297 OWNER r-&4A VIE, c UpTM,T.( ADDRESS I _ PORE 1121PEA C 41 PHONE OCCUPANCY 1. 2 CONST 2 Al TOTAL SQ FT 1 72 /i2 S STORIES / SPRINKLERED 0 TENANT IMP / APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: . . •0• PLANS, SPECIFICATIONS, AND PERMITS 1. Provide one copy of: floor plan(s); site plan; sheets . 2 Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project - 3 Provide specifications for the following 4 Permits are required for the installation of all fire protection systems (sprinklers 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 6. The following fire protection systems are required: .• 0 0 Automatic fire sprinklers (Design Criteria: . 0 Dry Chemical, Halon, CO2 (Location: O Stand Pipes (Type 0 Fire Alarm (Type/Location:. 7 Fire Extinguisher Requirements J One 2A rated. ABC extinguisherfor eacht.~7t.9 sq; ft. orportion thereof with a-travel.distanceto the nearest: extinguisher-hot to exceed 75 feet of travel. . • • •. An extinguisher with a minimum rating of to be located El Other 8 Additional fire hydrant(s) shall be provided *Oi B 4 LI.. EXITS 9 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort _10. A sign stating, "This door to remain unlocked during business hours" shall be placed above the main -exit and doors (A )h,-)1 (AT/Li 2 /4) & I Aji), Ai &Jt:, 7-/44. i)t?41) TyjLT~ . -•. • 0 • / •• 0 • 1' - 0 .2....11 EXIT signs (6 x 3/4 letters) shall be placed over all required exits and directional signs located as necessary to clearly indicate the location of exit doors GENERAL .__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 stock Storage in closely packed piles shall not exceed 15 feet in height 12 feet on pallets or in racks and 6 feet for tires plastics and some flammable liquids.,If high stock pil- ing is to be done comply with Uniform Fire Code Article 81 Additional Requirements EY'T/4J( Z3/p-/'ç d3 /1,1-t ( /i7• C', / l SA biEc , 47V J444 kM2-L - The- cAr rrr€-. _15 Comply with regulations on attached sheet(s) Plan Exam in Date__ k,? - Report mailed to architect _______ Met with _____ Attach to Plans 4miT - --IRA\AS,-VERDUGO,- CURRY -& ASSOCIATES PUOTUPALONSULTTS r1SAN DIEGO, CA I L __ BN _________ 8JECT 1L 11_ ... ____ •' L.; .. . I J = • r- 41 .ii#iI j I 101 too - IZ lIE I tLELTI Ii LLL -i. :.. ...-' LIT 01 OL 12 111 'i1i ,C11 ('3'! - I4 •t . . . . -.- I j t. 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JOB NO. k BY fr2 SUBJECT SHEET SHEET_1-i, o______ 2k4 . d LL Li -I t:z,4 't+ 1,0.-• ; :. z . K TRAVIS, VERDUGO, CURRY .& ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE JOB NO. BY SUBJECT P Ii IN SHEET OF________ iHc - 7 - TZP 4 .. • (4(/rxol t 1 t/4- c' 4tl ' v ____i_ wa. - t.. j1\_ .• • L4 4!dccz* .. •••4 .• •. • • 'P,k; .'//-. •-' fit I4Ut4t c14 i'{ (' TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN. DIEGO, CA DATE JOB NO. biI4& BY fri I' SUBJECT_c1'1I kt SHEET______ OF________ 4 _____________ •I('2. - - 4 ' - vck d. Y L44.44i M1 •• . • . ,• .• 1; TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO CA DATE I"2'1 .;7 JOB NO. BY_fr1k-' SUBJECT f11NJ1 SHEET OF________ -- F_______-_-1 . T.tQ L_J = ,& I44 I1(. V1frT)C. /cp' ct 7øFL.it44—: - - 1L) .K 7 / '•i /K% '7X V TRAVIS, VERDUGO, CURRY &. ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE JOB NO. BY ______ SUBJECT - SHEET OF tw_ frc1ó' UVt1. TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE JOB NO. BY__ SUBJECT SHEET OF________ fl46c f Z4 - TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO -CA DATE JOB NO. fp:~ j 4 BY SUBJECT 147 - . SHEET V-0 OF- '01 I 7457 IOAA1 TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE !f2]'2i)7 JOB NO. ± BY SUBJECT SHEET .t4 OF____ TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE /Q_/J-1J37 JOB NO. 7141A .BY_• SUBJECT SHEET _OF______ LAM 14 . . ..• . . . .• .•. .................. • ......................... . ........• H ::i: - - (l*II . 22 . . H I ••_ .I........................ • m Apc 2.1 r IL fr4( AtIz:__iL - TR\VIS, VERDUGO CURRY & ASSOCIATES STRUCTURAL CONSULTANTS - - - DATE SUBJECT - 442 jf J± ----------------------- I. H -•,-.--.----f - • 7 SAN DIEGO, CA JOB NO. ___________ SHEET_ OF_______ • f-t7 NAIL. / si1Jt7 \ &\ ? 7 HP 4AILI Nc$ Nyu I I Yii iiVll ii —ø '• I ;VNi i ii/I1 17LY'f'/c2O 17 PAN -L- +-17LJL- iW AN*k2 __ _____ _____ .•(• ___ _________ _________ ____ ___ ____________ i • P4.* (U 'LL 'k ALt- t% c4 fl>(Wc29I7 skALL F -1-N7 r I NAlL-lN £ 12' N7MNAL 1H t-KH rUj7 - .. ALu NAI L +tA.Lt- f5E,= 2MMOf4 WI - "L AS. • . ALL- rl YW6WC2 M U 'APA I W/ PL-L- I-k'L vH L4't' 1t -P-t1 ( MIN. INIVIr2'UAL PIc- ' '- L-A1 VIM. 1L41' TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO CA DATE -1 ..e'i. . . - JOB NO. gfl I'1e7 BY _.: SUECT ...._.SHEET_1__OF____ H - - ............. __ .... .------.. --- - -- TTITT1 .' KLt3 T4Ft ______ :1TTIII:T_._:T: - .. ..................................... .............. .., 44.t1 .. -.----.-- .40 ._.__.... ,. ... - - ------ - - .. -. ---. ------A i •. i jt'f.. - . ITTT'TT ........J . --- .................T. TH - TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO CA DATE 2 s2_1_ci JOB NO BY frl' SUBJECT 4Z SHEET 12- OF_______ 1;2 P7 tr4 __ u 4: ,4, ./Ic'(41 frr fry4i ffiPI& ,__-,_ S V - - Li UW, to 7#/Ll-4'1 I If 54 r; ( , tC(fr l4d25—; L- ri.u4 Lti' / _k) tç; .I • x'J-4/es; l" 'TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO CA DATE JOB NO. I .. BY i I' SUBJECT_ SHEET_ OF_______ -- 44 cAc &c9 LV c I' ! • 1? LL- • f1 1 C24 7- _____ • ______________ '2. • .• 4-. •. .• t4j1. .oI{, • •• • - {• iL -- 6 'C LS22.C4 TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE 1 -'i . . I JOB NO. BY 'fri SUBJECT_'P _I SHEET__ OF________ 4' - 1- [__________ : - 7 oat.(, d4 / ,.. WrXi.- &' V 4O'-f -f1'fr117-r1.4 - 7 Lv .. 6QICl// 4 !I x ______ !exx 1O All ~l !4L4 c4 ti1.*42 4 t2 too - - .;-7J•. p :. 4J it4c .4- (2. M I'II4 :; x(oo xI1/ 41" .icILP? 'TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE "I -'si . . . JOB NO. 1 I BY M SUBJECT ,'_ SHEET Q __OF______ L _-----. g id--' •I. . k •4 -f- .fo . XIY)/I' \ '2g'* - 1 - 1 • . ,kp Cl/1(F7 6t' iI 19 i rP %2k,'./4 ,cJ.c1(p CIO ( 'o(k 1~~ 40 64, X0 I'2 -&t- . . . .. .4. 4. . . TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO CA DATE/'2 JOB NO. 7(4t BY /S1 ,t9 SUBJECT 4ZP (t4i SHEET Q (9 OF________ F' .Ic*+ Iic c'i4c ________ • ___ I-fTAL. - A-rx 'k7/- 4i 4I/iio •i ,41?X ' '2O.1v a,1i/94 (14 t. x h14p4 ,ç 4 "2- TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUOTURAL CONSULTANTS SAN DIEGO, CA DATE Vi 1 ''7 : JOB NO. i BY frfl'" SUBJECT 11Zt1N SHEET______ OF______ M&4 y j, S k)ç 7I icf ' - 919 c-I - *.)/' '•4 -: \/,4 '4.C4w 4&.• - - c , _ 412 c214 "T Y.442/*r7 x t/4- -44 -4' ('(J 24i I . TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATEJ4J - JOB NO. BY SUBJECT_4?2P 'fY1L'Jt SHEET OF & k:(zao! 4+f'cp t44cL 1 - - - ( . - - - - - • I - . . ! k - IiJI1TiH k1 __ '217 frJ 7 4 - . ---------•--••-•,---•--.--------------• •--- - -.- .•.- •___________•j •.---------..-_. .......--•---•..........-:--- .--..----.---.- iFt T______- _ .1 i: i_.iiii_----• .,-.-.............. .------.-... iiiiri14__4A 2.1 x ef HE _j._r. • - ..-.. •. wtel& .-. . 1ir TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE - '7 JOB NO. SUECT --HI A6 ---SHEET OF Ar (j •cJ'112 2. O'l --b--- -..-..--- . ..-..-.--..---.-. - ............................... - i -:: . - - M /'- k4'2411 •. TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE 4 '1 .. JOB NO. bl 14950 BY • - Hk2 SUBJECT_•?•••- .....SHEET--OOF - ______ • H. '. ..............................• __.__•__.____•.I_._.__----I-. ......-•----...........- ......-•---_--_--i.............•-••,....-..............j........- -.....- ................ :.:?. 1'?.&. •d.o •. - tiM 4' jr .... A ...: - - - pV '3'-' 4(I4l1f - ----------------------. .• / ' .... _______ Ii -&f Ar ........I ...................- ..............!• .___ ............--••-•--•••'•- •--• .....................------ ---.--.--------.r----.- ---- ------ ... - --.---------.-------------..-----.--. ........ --------------I._i_j.. . - I - ............I .....• ... - .. reP TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIGO, CA DATE JOB NO. biI4' BY__ SUBJECT_____ SHEET__ OF_______ TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE - JOB NO. BY SUBJECT SHEET ell- OF_______ - - - ol K s vJfr-u' \/ i4-J. t47i t P4-ø-iA *CAQ- ç -r:5 L-r fic Pra1 _i _ ,-.; 1•.., 14 .11 "- ti _T1 -)4 I i4is 'WI" (el~"' oil) .,-t-(K • ¶pLiI(to)L x v!-?- €I 6. • w q ri V; IT_' '_i_i (tlot) '2 gt,:it. t4z wl I C4A.. (it (i 1) (t (4 1 X 0(b) ,. TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO; CA DATE t'z_- 'z. -4 .. 'S JOB NO. ci i4 BY SUBJECT - SHEET OF________ 7 . .3.22 .:__ Li_1i:__ 41 14 ® 14 I ,4' .41 ': • •• 4k- I• i4.i . : I-i' L • •all S oti Al c3 . . "14 , - I - 041r- ( • S 4 . I'k.t' • • 1. I.— • S • •Qr1 S S . TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS . SAN DIEGO, CA DATE I '2 - -1-b7 JOB NO. 1 ( BY SUBJECT E7L._Q - SHEET OF________ VJ 4IL I ' . -. 4 's-" ___ •..&: '5: I U VL 1 I ' '':4 4'.,. ' CLO 1:•:jf . -'.: ,. V .4 - V • ... V i__SI. •1_I V • ± "5J - • -y-V 1- V. V. i • V ,- S V, •V V . .-. .,. :- ILl 4-3 5 V V •V -&_. V V . V V •, •V TRAVIS, VERDUGO, CURRY & ASSOCIATES'STRUCTURAL CONSULTANTS SAN DIEGO, CA DATE - -1 97 . , . JOB NO. BY SUBJECT SHEET _OF 4 ________ ,. J,243, Q . . I2 1. .64 . : .4. .1 ' 1-4- -74 on e ....................• vI_ I III vVtA'EI • . • . . . __ ,* ': .1 .. : • .' : ,4 2.9$I,z.,,j,2t • . . • I . I e:• • = I I'2 ,/ . • • -itA i 12 . . . • r_.c_ '- - . • TRAVIS, VERDUGO, CURRY & ASSOCIATES STRUCTURAL CONSULTANTS SAN DIEGO CA: DATE j-'-7 JOB NO. BY 21; SUBJECT D' SHEET 12_22 OF____ 0 0 • ' + r21.1 ttS,,'1 0 • I (,c ,ot 4- MOT t1oI7+.oI4c7 .E&' ('- ___ • -. . Ile- - 0 4 1 p2_ so ''FF1 pit y TP 0 __Jj 0 • 1 '44/)' V 0 • 0 0 00 0 0 0 0 • 0 "si 4. s _____ 0 00. 0 ' •, 0, •• 0,, 0' 0 'I7- i-3t. KIL-W4c - .- - -.---. - . r - - I U- it-- iYrr 2x 12 x Ye, deprvw"T 17 1c4" £\ /4 fre4i' c- Au tJItJprc4?-1 L7 - r17vI I-iP l4'IL.IN -ø . 5flJ7 .I—zx N1'V1 1LJt7 WI . iL N.o for: &7?; NO EXECEPTION TAKEN 0 MAKE CORRECTIONS NOTED project: 0 REJECTED 0 REVISE AND RESUBMIT 0 SUBMIT SPECIFIED ITEM CHECKING IS ONLY FOR GENERAL CONFORMANCE W I T H T H E D E S I G N CONCEPT OF THE PROJECT AND GENERAL COMPLIAN C E W I T H T H E INFORMATION GIVEN IN THE CONTRACT DOCIJ M E T S . A N Y A C T I O N P CtIONS. CONTRACTOR SHOVIN IS SUBJECT TO THE REQUIREMENTS SHALL BE CO IS RESPONS15LE FOR Ll"M&NSIONS WHICH NFIRMED AND CORRELATED AT TIE JOB SITE: FANRC A . lION PROCESSES AND TECHNIQUES G.z CONSTRUCFI O N . C O O R W H A T I O N OF HIS WORK WITH THAT OF ALL OTHER TRADES A N D T H E S A T i S F A C - - TORY PERFORMANCE OF HIS WORK. J NOEXCPTgC U cI T ED SUBMIT SPECJFI:OITEM 0 REVIE AND PESJW/IT TRAVIS VERDUCO CURRY & ASSOCIATES STRUCTURAL CONSULTANTS CALI ? th anen ; t, ccm _ strued as nd PCCACN N !:trt are - io 0 U~ll S S C ar.r.r—• .. ________________________________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • 3 C F M Eç - PLAt4NJN(&AHCHITFCTURE 165 HOTEL CIRCLE SOUTH e SAN DICGO, CA 92108 P.O. BOX 33326 (9210 G (619) 2970131 C lbR LIF FEB 04 1987 • COLLINS. - Russ C 0. j A - 1! 7 C R C 0. 3665 CiaIco Rd (At I 15E1 • P.O Box 1240 • Perris CA 92370 a (714).657- 74 To Whom It May Concern: This is a copy of our stamp, as requested, with all data requested. Our ICBOI AA-583 Is in strict accordance with the U8C-25-17 pre-fabricated code. Manufacturer CALIFORNIA TRUSS COMPANY P. 0. Box 1240 Perris, Ca. 92370 Quality Control - WESTERN INSPECTION SERVICE P. 0. Box 562 Costa Mesa, Ca. 92627 RECEIVED FEB 04 1987 . COLLINS CALIFORNIA TRUSS CO.. CERTIFIED iNSPECTION ICBOAA583 1NTRtCTACCOROAP4CE WITHUBC 25.17 ... TREFAmB RIGATD International Conference of Building Officials (( TECHNICAL REPORT Report No 4pril. 1984 4211 fling Cstegoiy: FASTENERS—Stee4 Gusset Ptates COMPI.TIRUS TRUSS PLATES report comply with the 1982 Uniform Building Code, subject to the COMPtJTRUS INC. following conditions: 1095 NORTH MAIN STREET I. The connectori are LnataIkd as ott forth In this report. ORANGE, CALIFORNIA 92667 Allowable beds are as set forth In Tible No. I. 1. Subject: Computrus fluu Plates The allowable lands may be Increased for duration of load In acocdanct with Section 250.4 (C) 4. U. Description: The Computnis Thus Plates are punched from Nos. 18 Cnnectoci are Installed In pain on opposite feces of the meni- bci connected and are not Installed at locations, where knots in U. B.C. Standard No. 27-1 for A 446 Grade A or hisher stoel. occur The plates have 9.4 teeth per square inch of plate, each approximately Y inch tnkngth and approximately. 106 inch in width. The teeth are punched in with each spaced V, inch 00 center along the width of the pain, pair plate. 5. Application of truss plates to wood member, with a moisture content exceeding 19 percent requires that only 80 percent of the and .83 inch on cenw along the length. i.atsne rows of teeth am bond values In Tible No. I be used. Plans submitted to the buIlding official for approval must Indicate a maximum mola- staggm-od.10imh from adjwencrows. The G4'• scriesplaLes am identi- cal to the "C" u:rics. except thitevery third row of teeth is omitted. Plates tune content (or the wood at the time of plate Installation. are reiilablc in inaerncntg of i"s inch in width, up to 12 inches, and .85 inch . Stresses at the net cectloa of steel plates are not In excess of the in lcnph, as required by the design. The plates ate applied to mw members Values peetniled In Chapter 27 o(tbe code. The maximum trdslk in pain on each (icc of each joint with a poser in load Is determined by multiplying the effldency ratio times the accordance with dx rruinufactuzrr's spocifwAtions. cross area of the plate times the s*tel design dress. IdenthMlon: The Computrus series CpLatc is embossed with the kiter 7. Where one-bout ftre-resistive construction is required, see Thds. (•• (oc.thc No. 20 gauge plate and "ClS (os'the No.18 gauge plate. The tskai Reports Not. 1352 and 1632. No. 20 gauge CN sales is identified by the letters "CN- embossed 00 the 8. The allowable load values are recommended only when plans plate, and "CNI8" for the No. 18 gauge plate. truss designs and cakulatiocs are submitted and accepted by the III. Evidence Submitted: Descriptive literature, details, caiculations building o(fldal as showing compliance with the Uniform Build. tag Code and specifying that fabrication Inspection will be pro. and load tests ate submitted in compliance with U.B.C. Standard No. YWM in accordance wi th Section 25 10 M of the cod e. 25-17. 9. Th.s.a arc Individually designed In accordance with recognized ( . . Findings COIflC&J1 prindplcs. IV. Findings: That the Computrus Thus Plates described In this This report Is subject to re-examination In one year. TABLE NO. I—ALLOWABLE LOAD IN POUNDS PER SQUARE INCH OF PLATE CONTACT AREA F WWOEA seac.s (F$1(NCY RAM (54 p(r,cN1) soumcsss rxucw ewe 5404-PA DouOLAS f104..AmO.$ TYPf or P'..ATc Oon of toed in ,oepd so 5i. Di.,cOo,, at toed es roeçeu to Sw DSv,or 04 toed w, pe""d so S. love Of th.Ø.W . 041,cD 04 Iced with F"060 to the tov.çthol as* piMs r to 4.5' 41' $050' r totS' 41' to 50' 0' to 45 45' to 50. 0. 50' C CN 204 161 136 107 165 146 110 97 204 161 136 107 59 14 42 42 RECEVIE FEB 04 1987 COLLINS ICRO technical report, are &ssucd so/ely to prvvide,lAformation to C/a,: A memobr, of ME oryanicatioe utiJiiing the code upon which the report I, based. Technical reporu are not to be cos'utrsed a, rvpresrn4ng artththcs of any other attribute: not :p.eclfsraliy addressed no, at an endor,e,v,ent or rocosv,messdo4on for tue o/the subject report. Thi., report Li t.ni.d upon lndo'pndeM tests or other technlcml data submitted by the applicant. TheICBO technical ttnffh4l rvvew'd the test result, a,,.di or ether data, but does not posse:: test fnc i//ties to ,,ia.kes,, independent 'wrification There is no warranty by ICRO. expressed or implied, alto any 'Fus.4uog"or other ns.dner in Me report or as to any product cove rrd by the rro. This dijciairner 1n1u4,, but is not limited to, merch a n t a b i l i t y . . -. . ( - - NOW-BEA PARTITION PERPENDICULAR TRUSSES TRUZZ EW -bol7lom CHORD MGM. WITA 2-161d MAIL X -LLAJLL IL d 2x4 DtX= • p.ct i•o. • TYPICA.I. 2X4 Vlj=-X??AcX w _ia = I 111 4 • TAM CHO SZCTIO" 2-1 NO -1 0 PMtTITIO'" PERP91CvLx S TRUSS" SPAC7ED A3 MUIXED TO TRUSS 3 c SXIT NEXT BA" 31 A-1 L xrrtR TOZ NAIL STT cC £XTtRiOR 1. • • - 11144 rRogg VED a IJ Fl1dO.: FEB 0419$7 DATE FI/I4 BYsc , COLONS SO L FRAMING DETAILS WHERE HIP TERMINATION COMMON TRUSS -F EXTENDED TOP CHORD SECTION- 14 _ IHIP RAFTER 03 A-A Lo-TER _ 02 HIP GIRDER TRUSS = = JEJACK oH V W WALL AS - SPECIFIED • II ON ENCIHEEG. nUCI FROM WALL AS SPECIFIED • 24 Vertical at ON ENGINEERING A L C I V E D • . o.. typical. S FILE NO.': CALIF HIP DETAIL • - FEfl4 1987 See Eneedng for etails REF 25.15-1 DES BY IT COLLINS SEQ STANDARD - - ' I - - I;LATERALRRACINCA.S SECTION A-A *iq muss 7 fl BL= '00 F • //(citoss BL=* -RIP FILE NO.: TRU66 - 72 - 4 - 40* 0 DATE 6/1/84 0 REF0 25-1 DES BY SC SEQ STANDARD - RECEIVED FED 04 1987 COLLINS General Note, " .- '601. .'n.1al 1 ('C on,:... I; I. XC r'slmClIntIy I )r.:c.,r'rt.:.l.eb.al.;ngcTetarrs see B'ac,ngWoo, ',,,se,s 9*1 Fl, 'fl I.,.s XCale Ifl5l,Iulf: lx3rr'u'n1 lateral 00 O'ac.ng w'e'n snoen ''uocr or ogrq or 'ale,al ?naCr"9 ,ecfl,T.r,enoeo n.P.ere IslaiIJlOfl Of truss litre respcns.o.hty of tee resoectn contractor Oesgn ass-es,,elIeS are tone used fl a flofl.00VOs.fl enn.'Ofl. tsp? and are Im It', C0fl0,I.Otf of use S Des .qn assures lu'l bearrnQ at all su000'll spoor. Site or .edge 4 necessary 9 Do '.0 assumes esleauate dtarlG.ge '5 p'on'aed II) P,.tcs straIt be located on0015 laces Of truss and owed 10 iPIert Cefllt'I 1'ne, co.r'ccjfi .,ttr dot cenle, tees I I O.q.ts .r.ccale 5.let 01 platen rlcrres 1r. Da5,C desçn v.tru.ts o' tn. Cor'rDulrus Plate rrnt,cateo O Tire fleet.. C s,rlCBl) AR 4211 Copu1rus N,rl Sec',on fr it. .5 ,'rO.(l,.c C. ne pee?'. CM. list .:c'S.rjnalOr 18-dcales I ago I-octal .5 uSfS'. All ot"ers we 20g. Oft Panel Spice No". - Or? panel Pont spIces are locatec at I lire panel lftngtir B at curer flØ or Inc fl3rf ntc.,leo 0 I-ATERAL BRACING REQUIREMENTS LOAD OURATION INCREASE 1.25 (W2) (+) 2 Required on Spans Over 60'-2" SPACED 24 CC (1,12) + I Required on Spans Over 44'-6" LOADING LL ON TOP(W4) (+) 2 Required on Spans Over 54 -10 1.0Dt 8:OTTOM ;gg. 30 Ps, 10 PSFIX (WI.) + I Required on Spans Over 40'6" TOTAL LOAD 40 PSF* ALL WEBS TO BE 2x4 ON SPANS OVER 60-0" S PSC REDUCTION TAKEN ON 0 . . BOTTOM Cr1000 AXIAL STRESS ONLY REACTION . 2520 0 PEAR _L JL. 0 MAXIMUM TRUSS MEMBER FORCES (2x6) C-7x9.4 to 72'-0" 7.0" 35" SPLICE Ti - -6581 81 • 6244 VI 121 (2x6) C-S.Sx7.7 to 54'-0" 5.5" 3.0" (2x6) C-70.4 to 72'-0" 2.0" T2 - -5191 82 - 6244 112 • -1421 (2x6) C-5.5x9.4 to 60'-0" 1.5" T3 • -3920 B3 - 4903 113 • 589 (2x4) C-S.5x6.0 to 50'"-9 5.5 3.2 W4 - -1446 (2x4) C-4x6.0 to 48'-*" 4.0" 3.0" (2x4) C-5.50.7 to 50'-9" 2.0" W5 1775 (2x4) C-5x6.O to 48'-8" 1.5" NO SPLICE B SPLICE . D C-3e6.0 to 72'-0" - II . C-2.5x6.0 to 60-0" ALTERNATE SPLICE 'T2) (2x6) C-7x9.4 to12'-O" 2.0" 12 (2x6) C-5.5x9.4 to 60'-0" 1.5" : ::g :: 0 0 (2x4) C-3x6.0 to 50:_9 NO SPLICE 'DUAL PA 'LS OR CHO RD _2x4 BLOCK 2x4 BLOCK 3: I 12 0 I ALTERNATE SPLICE (83) NO SPLICE CNI8-5.5x13.6 to 72'-0" NO SPLICE C-3x6.0 to 72'-O" CM -5.5x11.9 to 60'-0" C-2.5x6.0 to 60'-O" C-4x9.4 to 72'-0" C-3x9.4 to 60'-0" SPLICE SPLICE 0 C-5.5xll.9 to 72'-0" CM-5.5x14.5 to 72'-0" C-5x9.4 to 60'-0" C - 5.5x9.4 to 60'-0" SYMMETRICAL ABOUT CENTERLINE ALTERNATE SPLICE (82) CN18-5.5l7.9 to 72'-0" CM -5.5x14.5 to 60'-0" C-2.5x2.6 to 72'-O" C-l.5x2.6. to 60'-O" SPAN TO DOUf..FIR C-5x14.5 to 72'-0" C-4x11.9 to 65 -10" C-4x9.4 to 51'-9" HEM-FIR - C-5x14.5 to 72'-0" C-4x11.9 to 65'-lO" C-4x9.4 to SI'-9" FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIM U M G R A D E A N D S P E C I E I N D I C A T E D CHORD F '.ior I 'rc I lorTc 1 10rnC I ionnc tcnc I lAcnc I ssnc I ni flF I n2flF I SSHF I #1 HF TOP CHORD 2x6 - - - - 72'-O" 70'-0" 67'-4" 62'-7" 67'-I0" 64'-3" 59'-I I 61'-4" 57'-10 2z4 50'-9" 49'-7" 1 48'-0" 46'-7" 44- _*10 43'-1 40,-i" 1 45'-4" 1 -1.3'-0" 41•_35 3.8'4" BOTTOM CHORD 2x4 72'-0" 1 69'-0" 64'-O" 1 58'-2" 53'-3" 1 45'-3" 1 61'-l" 1 . SS'-O" 1 46 -101 52'-O" Wlb MtMLitH . X 4 SJANL)AHL) 1)81 S 11)1) (.NAU I1tM PIN XJ RZ 0CM 'rIO tiii P, T'8XJICU UN UtILN CN-3x10.2 to 48'-8" C-2.5x4.3 to 48'-8" SPAN TO 48'-8" C -3*6.0 to 45'-I0" SPLICE fl E C E I V a o C-50.7 to 48'-8" .0-5x6.0 to 39'6" FEB 04 1937 Zi COLLiM'S 2 FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF, THE MINIMUM GRADE A N D S P E C I E I N D I C A T E D CHORD I ')AtIrIC I ')O(tC I ',irn C I ion C I lorlr I icnS I 1AcrtF I cs r3F I is flc I 87 flF I RR HF I #1 HF TOP CHORD 48'-8" 48'-8" 4'-8" 2*4 48'-8" 48'-3" 46'-9" 45'-0" 43'-3" 401-3" 45'-6'. 43-2" 39'-l" 41'-5- 3S'-8- BOTTOM CHORD 2x4 48'-8" 46'-2" 42'-II' 37'-5" 1 - 48'-8" - 64'-4" 38'-4" WEB MEMBERS . 2 x 4 STANDARD OR STUD GRADE HEM- FIR, 2 x 3 82 HEM . FIR OR AS NOTED ON DESIGN LATEKAL BRACING REQUIREMENTS I CompuTrus +IRequired on Spans Over 61-6" (2x6) C-50.7 to 48'-8" 5.0" 3.0" SPLICE D (2*6) C-5x6.0 to 42'-0" 5.0" 2.0" (26) C-5.50.7 to 48-8" 1.5" (2*6) C-40.0 to 36'-8" 4.0" 2.0" (26) C-5x6.0 to 42'-0" 1.5" (2*4) C-4x6.0 to 48'-8" 4.0" 3.0" (2*4) C-5x6.0 to 48'-S" 1.5" (2*4) C-4z4.3 to 36'-8" 4.0" 15 (2*4) NO SPLICE C-5x5.1 to 36'-8" 1.5" C-2.5x4.3 to 48'-8" ALTERNATE SPLICE (12) 12 - (2*6) C-4x6.0 to 48'-8" 4 4. (2*4) C25X3 to 36'-8" B2 ALTERNATE SPLICE (82) NO SPLICE NO SPLICE C-2.5z7.7 to 48'-8" SPLICE C-50.7 to 48'-8" SYMMETRICAL ABOUT CENTERLINE FILE NO.. TRLI66 - 48 - 4 - 40* DATE 6/1/84 REF. 25-I' DES BY SC SEQ STANojn LUAU UuI1ATQ',?ACRLASL 1.25 SPACED 24 OC LOADINO LL DL ON top CHORD 30 psI OL ON BOTTOM CHORD 10 PSF* TOTAL LOAD • 40 PSF 5 PSI REDUCTION TAIIEN ON ROT TOM CHORD. AXIAL STRESS OP&v - REACTION . 1-703 MAXIMUM TRUSS MEMBER FORCES TI - -4370 81 • 4146 VI - - 652 12 - -3852 82 - 3243 W2 - 649 13 - -2629 113 - - 921 114 - 1192 SPLICE D - Oes.Qnalot 181 ,t,Cate1 (8 ga ,flatt.,al 'S useR Al t.set a 209* (2*6) C-5.5z7.7 to 48'-8" 1.5" (2*6) C-5x6.0 to 42'-0" 1.5" . OI1P.nelSp4.c.NOIIS: (2*4) C-5x6.0 to 48'-8" 1.5" OIl panel po,tll ool.ces we located at 1/5 It" C-5x5. 1 to 36 -8" 1.5" Panel lengill'. 611 e,llre, Cr1001 TITe olnel .lCad NO SPLICE C-1 .5x2.6 to 48'-8" 6 EQUAL PANELS TOP CHORD IL UALPALSBO:::cHORD1 HEM-FIR M C-3x7.7 to C2.Sx7.7 : .:6';" - - . . ... - .'..,.. ' ........ ,. . . .1 ...............-'..'.q I.. ,.- •-r'- •'' ..I. ........."II O.ngunla.ls s.. 8--9 sivo T,uie. OW? 1*3 .............IaI':'a' S ,'i,.l':( ill lT,(.uç Al lln'al 0' .'T,''lsT"'" 1151 •vrre A ."slahal ,,fl 0I ::uss 0 III 1eSpllnS.O.'.11 u' P.15 esOeCh.. CDM')CIpl ) 'es 'uTA':s a Sc De 'w. f'. -- a I1OncD,00,ee ensloll Dm1 sf0 ale to, 0'y COn0Il011 01 uSe 8 .Oes.gn assumes lull beam,ng 11 all su000'Is SfQfl 5twnow atog. l'ecessalp 9 Des.gn aspumm'es aoegl.ale oma.na9e 3 p.000eo. 10 PlIlpi silafl be I0Clld Ofl PORt laces 04 TR4S and plaCed so Iles ce'se. I.t.es co.ticce *0* joint ce.'Ae etes II O.g,ts s10.cate s-re 04 pale in lecheR I? For bal.c oes.Qfl elloelol The COle,C.ina3Ptale.,t'.*sodbyP'e e4,. C . see lC8O MR 4211. II The Comna,us Net Seeron Plate 0 IflOCated Os PS. aeS* Cor. it. i•a-. TRUSS SPAN 511 - .00" L0110 DURATION INCREASE 1.25 SPACED 24.0" O.C. LOADING LL +DL ON TOP CHORD 30.0 PSF DL ON BOTTOM CHORD = . 10.0 PSF. ..TOTAL LOAD = 40.0 PSF. .5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. SINGLE MEMBER FORCES T 1= -4845 B 1= 4597 W 1= -449 t 2= -4578 8 2= 3877 U 2= 633 T 3= -3644 B 3= 3266 W 3= -631 T 4= -2785 B 4= 3266 U 4= 587 T 5= -2785 8 5= 3877 U 5= -903 1 6= -3644 8 6= 4597 W6= 1391 T 7= -4578 U 7= -903 1 8= -4845 . U 8= 587 W9- -631 W1O= 633 W11 -449 LEFT 178$ RIGHT - 1785 BEARING AREA REQUIRED (SO. IN) C5.517.7( SDI IJOINT 1 2.86 OF / 4.41 HF C-2.526No1 lJ01)41 9 2.86 DF / 4.41 HF x6I41t1 I .:4.3 WARIIINOB - I. Read all Q.,.t Not" and Warnings bet" construction 04 b.. us .. 8ad GeneralNot" der and erection contractor should b. .ds4..d 04 all Go awl Not., and Warnings baler. constructionm1a. ILx3 compression w.b bracing most be installed where ghmm +. All I.toael force ,.&eflng elements such as temporary and IoaLn...l bracing, malt be designed and presided by d.stgner of remplel. structure. Compotnnt Islam.s no responsibility for such bnch.g S. No load should be applied to sny component attI after all br.whg and fasteners are complete, and at no time should any leads givelov then design loads be applied to any It Corspuhus has no control on.s and assumes no reepeaselbUuip to. the tabilcatton, handling. shipment and hrol.fl.tteas 04 ceropone.. 7. This design Is furnished subject to the tktdt.tlens On Os... d..ie 5*1 loath by the In... Plate institute in Brclng Wood Th..... NWT-76', ,,a 4.k'o. 11, k kahl by Comput.rue upon eeqaeet. Generet tOot.., unless otherwise noted, I. Design to support loads As shown, Design assumes the top and bottom 010.8s to be laterally braced at 3-0" o.c. and at 1241" o.c, respectinely. 2s 41 impact bridging 00 icIer.) bracing recommended' where Shown + +. installation of truss lithe responslbliity of the respective coOtrsCl00. Design assumes trusses we to be used In a noncorrosive ensiro.',- men), and are for "dry Condition" of use. - it. Design assumes lull bearing it all supports Ihown. Shim or wedge II necessary. 7. Design assumes adequate drairrage is presided, S. Plates mail be located on both feces Of truss, and placed an their Ce,,ier lines coincide with )olnt center ills.., Digits indicate size of plate in inches. For basic design values of the Compotru. Plate. Indicated by the prefix "C", see i.C.B.O. R.A. 4211 It. The Cornputrus Net Section Plate is indicated by the prelle "CM". the designator (iN) indicates IS 51. material is used. All of. 00e20 95. - OFF PANEL SPLICE NOTE: Off panel poirt spices are located at 1/5 the panel length +1-6" at either end of the panel indicated. coøru000 5'05TIS 1' C-5i6 RECEIVEC FED 04 1987 COLLINS -To C-5.50.71 SpI C-2.525( No SPI C-3x6( Alt SPI 1.5"(Spl) 2t4 block C-7.71 110 Spl I Alt.Spl. 1-5,519,41 SDI J CN-3x10,2 FILE NO.: u_5I_4_40*(24) DATE 1 2/30/86 REF 25-I DES BY LS SEQ . 28176 A1t.Sp1. C-2,5261 No SPI ) CN18-3x13.6 C-2,5i6 C-5,5x7,7l SDI I A)( 10 51-00-00 Sfl11ITR1CAL ABBJT cEN1LIIE FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED CHORD SIZE 2400F 2250F 2100F 1950F 1800 1650F 1450F SSDF #1 OF F2DF SS HF #1 HF TOP-CHORD ',2x4, BOTTOM CHORD 2.4' WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR OR AS NOTED ON DESIGN A F C E I V E D ., FEB 04 987 COLLINS FA :ompuTrus Inc. j ::: P1032 D WALL. - - HIP NO.1 - Two Complete trusses required. Join together with 16d foul staggered at I2'o.c. throughout. HIP NO.2-4 SINGLE MEMBER AS SHOWN. LOAD DURATION INCREASE - 1.25 LOADING U.. + DL ON TOP CHORD - 30.0 PSF DL. ON BOTTOM CHORD - 10.0 PSF. TOTAL LOAD 40.0 PBF. 05 P87 REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. (HIP NO. :)ME,R FORCES T 2- -7396 B I- 7017 U 1- 118.3 -7018 8 2 9454 U 2- -2627 -9592 B 3- 9453 U 3- 178 -7018 B 4- 7017 U 4- 178 -7396 U 5- -2627 U 6- 1183 REACTION9s LEFT 2640 RIGHT - 2640 Gem.ad 401.1, unlesS 0,fle,.,se noted I Desgn to supoo,l loads as sno... Al 1110115101cc .evaw'o .*mWf19 Such IS IenpO.lty and Pet01155et5 0.0(119 so be de,'ed OVId p.0Oed by 01150.1 2 Oes.çn assumes 1110100.00 b01501n Cl01ol so be y8ucid 15 .0 0 .001117.0CC. .el90ctmep. 3 For ,eco.-n,nen000 0.ICls9 olhadi. sod '8.ac.ng Wood ?nms,s. 8*1 76 by the Truss P111. InsIllie Is 3 comn00,.m 111.,$l meb bracing .0* 1. 1150-n 5 IttIpICI 0.OQflQ Cl 1110111 0.1(0.9 recommended *pI0 6 Ins.oltal,on of truss 1 me teip nvbht'y 01 the 'espeel.. (0.0100101. 7 Design sloome's Injsses a.. So be used in a .son-tom s0.w015- '15001 and are for "dry Con9t.cn' of us. 8 Design assumes lull bealnç at an suppotis s,,on She., 01.0109150 necessary 9 005.9.. assumes 100011510 0110119. 01 0.0ed 10 P11101 Shall be loCated on both faces 05 SlatS and fleeced so 11*1 Cenlet hnel tOIlCd0 with 1001 ConIes byte, II 0.ges 4l01cale site Cl plate aS inches I? For basic dC5gfl sal..,, 010- Co."poy'us Rile ,Ca106 by 0* po.4. 'C", see lC8O pp.4211 3 The Compul,.., Net Sechon Plate. .nocaleo by the prehs 'C14 the oes.Qfl1l0. 118) n0c110% 1891 1151105151,S used Al dlIlees 0.0200.. OFF PANEL SPLICE NOTE: Off panel point splices are located 2x4 STUD WITH C-1x2.6 TYPICAL at I/S the panel length +1- 6" at either end of the panel indicated. 8'-0' (Hip No.1) Inew IL A", DOUC.FIR 12 C-30.7 (Hip No.!) 2/4" I NO LICE ALTERNATE SPLICE - - C-2.5x6 (Hip No.2-4) HEM-FIR _s,v é C-3x9.4 (Hip No.1) j.\ C-3x6.O (Hip No.2-4) B1 1x4 - 1/4 r C-2.5x4.3 CNI8-3x1?.9 (Hip No.!) NO SPLICE CN-3x10.2 (Hip No.2-4) C-2.5x4.3 SPLICE r5 it (Hip Ro.1) SPLICE -5x7.7 (Hip No.2-4) C-5x9.4(Hip No.1) TO 32'-O" C-5x7.7(Hip No.2-4) 4 SY3*ETRICAL ABOUT CENTERLINE FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE A N D S P E C I E I N D I C A T E D FILE NO.:aHlp - 32-4-40' II-S CHORD 1650F 1 1450F SS #1 DF I #2DF 1 SSH F 1 #1HF SEO.: BOTTOM CHORDI 2x4 1950 F j18 F i SIZE 2400 F _2100 F [2x6 I I DATE: 12/1/84 I REF.: 251 DES. BY: TOP CHORD 2x4 I I I I STANDARD WEB MEMBERS 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 382 HEM - FIR OR AS NOTED ON DESIGN 24' 24" T 24 ALTERNATE SPLICE SPLICE T3 T2 2.4 C-4x7.7 u5WaCil.Q. tnouU.,.o • cOururte SV1Tv3 Z~C.ampuTrijs Inc. Hip set to 40'-0" Hip No.1: Setback 8'-0" from end wall. Three complete trusses required. Join togethçr with 16d nails staggered at 12" oc. throughout Bottom Chord, and 12" o.c. throughout Top Chord and Webs. Hip No.2-7: Single member as shown. spaced 24".6.c. 2x4 Stub at 68" o.c. 24-00-00 with C-1.5x2.6 Typical. C.2.5s1.3I(t1 j + . C-5161 J C-3X6Il + .s- C-2.5s4.31 ZIT 40- 0- 0 HIP TRUSS SETBACK 8- 0- 0 FROM END WALL LOAD DURATION INCREASE 1.25 LOADING TIC UNIF LL+DL- 60.0 PLF 0' .0' TO 8' .0" VERT TIC UNIF LL+DL- 60.0 PLF 32' .0" TO 40' .0" VERT TIC UNIF LL+DL- 150.0 PLF 8' .0" TO 32' .0" VERT BC UNIF LL+DL- 25.0 PLF 0' .0" TO 40' .0' VERT TIC CONIC LL+DL 560.0 LBS 0 8' 0" TIC CONIC LL+DL- 560.0 LBS G 32' .0" 3 MEMBER FORCES T 1= -9846 8 1= 9342 -W 1 -21 T 2= -9756 B 2= 12555 W2- 1914 T 3- -9321 B 3= 14298 W 3- -3675 T 4- -12936 B 4- 14880 W 4- 1209 T 5- -14580 B 5- 14298 U 5- -1701 T 6- -14580 8 6- 12555 U 6- 504 T 7- -12936 B 7= 9339 U 7- -426 T 8- -9321 U 8- -426 1 9= -9756 U 9= 504 110= -9846 W10- -1701 WIS- 1209 W12- -3675 WI)- 1914 W14- -21 LEFT - 3339 RIGHT - 3339 1' C-I.5s2.6 C-3s9.4 WARNINGS:- I. Read •U General Nole. and W- t6 before construction at busses. 2. buIld., and ar.clIon contrncto. Should be .ô,qaed UI 0.nsaal Not., and Warning, bate,. conatr,kflon con,m.,,s. 3, 2x4 cornpra,elo., web bracing teMsi be k,et.sO.d after.allowwor +. 4. AC lateral lorce rasistlng element, such as ic.y.....Vy andporosiawd bracing. must be designed and provided by designer al l" ON structure. Cornpvtnas aaswnas no responslbW?y for Oacli bmcthg S. No load should be applied to any cunly..,ent until after alt bag and fastener, am complelo. end at no tiesw should any loads gis.Inr than design loads be applied So any ,......nl. Cor,,putns has no control over and assumes no moponsliblIllip ho the fabrication, handling, shlixman1 and Installation of co..,,,,.,a. This d.ilgn I. furnished sob4.cl toll,. Ibnitations an buss dsdlgna elf tall, by Il,. Tnt., Plate b,etlhrt. In "bmclng Wood T,ussee, SWT.nr. a copy of atrlch will be furnished by Contpsatnae upon s.jp *. Oan.niI Not.., unless Otherwise noted Design to support loads as shown. Design assumes the top and bottom chords lobe 1.5.1007 braced at 3*-0 ac. and at 17' o.c. repectI't.ty. - 2s 4 Impact bridging or lateral bracing recommoridied where shown + + installation of truss Is the responsibility of the respects. contractor. Design assumes trusses are to be used In a non-co,rosls. .,alfOn, mont, and are for 'dry condition" of use. S. Design assumes lull bearing at all supports showm Shiniersdgo If necessary. 7. Design assumes adequat, drainage Is provided. S. Plates shall be located on both laces of truss, and placed so their center lines Coincide with Joint center line,, Digits Indicate size of plate In inches, For basic design naive, of the Con.psatrus Plate, Indicated by the prefin "C", see l.C.B.O. R.R. 4211 It. The Con,putrus Net Section Ptal. Is Indicated by the prelbi 'Of", the designator (18) Indicates, IS go, material is used. All others are 20 95. 1/4" 12,5.t4l.31 fin Sol I C-2.54.3I No Sol 1 i SPI I C-30.7 C-3.5x11.9 C-5.5x11.9 RE CE! V ED FEB 04 1987 CO LLINS FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED FILE NO CHORD 8H_40_440a . . SIZE 2400F 2250F 2100F 1950F 1800F 1650F 1450F SS DF #1 DF 2 DF SS HF 1 HF DATE. 5/30/86 • 2x4 ' . X . REF. 25-1 DES. BY TOP CHORD SEQ • BOTTOM CHORD 2x4 X WEB-MEMBERS _-2 x 4_ STANDARD _OR_ STUD _GRADE _HEM . FIR, .12 HEM - FIR OR_AS_ NOTED _ON_DESIGN LUL 5"0 . trJlte sttus HCp No.1: Truss setback [0-0" from end wall. Three complete trusses required. Rip No.2-7: Spaced 24"o.c. Single stesèer as shown. Hip No. 1: ' Throw .gowplete -trusses, rp_quirf~d. Joft together' with 16d nails staggered at 12"o.c. throughout bottom chords and 12" o.c. throughout 48- 0- 0 HIP TRUSS SETBACK 10- 0- 0 FROM END WALL LOAD DURATION INCREASE - 1.25 LOADING TC UNIF LL+DL- 60.0 PLF 0' .0" TO 10' .0" VERT IC UNIF LL+DL- 60.0 PLF 38' .0" TO 48' .0" VERT TC UNIF LL+DL- 160.0 PLF 10' .0" TO 38' .0" VERT BC UNIF LL+DL- 30.0 PLF 0' .0" TO 48' .0" VERT TC CONC LL+DL- 900.0 LBS G 10' .0" IC CONIC LL+DL- 900.0 LBS 19 38' .0" LEFT - 4740 RIGHT - 4740 BEARING AREA REQUIRED (SO. IN) JOINT I 7.58 OF / 11.70 HF JOINT 13 7.58 OF / 11.70 HF - 5243 C- No 11 I C-I.C-1.512.5 C 2. 2.524.31 c-71r11.9I SO I C-2.514.3 S'(J( 10 48-00-00 STREThICAL AMT CENTERLINE C-2.527.7 C-t.522.5 4fl RECEIVED FED 04 1987 IWARNINGS. Read all 0.na,sl Mel.. and Warnings bale.. con.t,ucdo.s at' Bulkier and erectIon contractor should b. sdnlesd 04 all Geounal Notes and WarnIng* bale.. constructIon comorrescioL lx) Co.npm.ton web bracing ...l be installed alias. slaosto•. All lateral b.ce rs.l.tlng slens.nta such as isrnporsry and ..netl$ bracing. mail be designed and p.onld.d by designee 04 owepiat. structure. Consputn.s ass,.,..os no responsibility for such breebig. & No load should be appiI.d to any component antS att.. 10 bracing and l..tenar, ate contpl.ls, and at.. lime should any fondle 19.5111th.. d.olgriloodaboappiledicter"ca S. Comput.us Is.. no co.*ol o,.. and asia.... no mopoeedblthy be 01. labrlcatlon, handling, ship six and installation 04 £.,...w.51S. 7. This design Is twntah.d .ab$.ct 1.01. Binilaltons en bus. designs 504 4.111. by In. Truss P1.1. InsIttuts In "Bracing Wood Trusses, 111007.7. a COpy of wIdeSt wIll be t,anithsd by Coreputlus Op on 1Ss.S51. Goo.ral Not.., unless otherwise noted I. DesIgn to SuPtIOlI loadS as shown. DesIgn assumes the top and bottom Chords lobs laterally bucad it 3-0' O.C. and at 12'.O" cc. respectinety. 2s 4. Impact bridging or lateral bracing sm.. on .4.eie shown * +. Installation of 1ru31 is the responsibility of the respective ContraCtor. DesIgn assumes trusses are to be used In a nOn.cOlToOtSs ..siron. ment, and are to. "dry condition" of us.. S. Design assumes lull besting at all supports shown. BId.. or wedge If necessary. Design assumes adequata drainage Is provided. P1strri, shall be located on both laces of truss, and placed so their cooler time coincide with Joint center tines. Digits Indicate size of plate in Inches. tO. Fo, basic design values of the Colnyatrus Plate, Indicated by the prefix C. see t.C.B.O. R.R. 4211 II. the Compuiru, Net Section Plate is indicated by the prefin CN. the designator (I8( indicates 18 9.. material I, used. Alt 011us$ wn 20 Os. 3 MEMBER FORCES T 1 -14223 B 1.. 13491 W 1- 144 -13866 B a- 13491 U 2- -291 -13224 B 3° 16542 U 3- 2814 T 4 -16542 B 4° 18642 W 4- -4200 T 5- -18642 B 5 19902 W 5- 1950 T 6=' -19902 B 6- 20322 U 6- -2790 T 7- -19902 B 7- 20322 U 7- 1206 1 8- -18642 8 8- 19902 W 8- -1674 T 9- -16542 B 9- 18642 U 9- 471 TIO=' -13224 BI0 16542 W10o -558 111" -13866 B11- n491 W11 105 T12 -14220 B12 13491 W12 -558 474 -1674 WiS- 1209 W16= -2790 W17- 1950 WIS=. -4200 W19= 2811 W20=' -288 1421- 144 FILE NOIOHIP-48-4-405H1Fs 111-7 DATE 12/30/86 REF. 25-1 DES. BY Ls SEQ. 28177 TFU J1 j-14 ; FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED CSIZEcDI24OOF 2250F 12100F 1950F1 1800F 1650F 1450F jSSDF 1 DF ) #2DF SS HF ) #1 HF TOP CHORD 2x4 BOTTOM CHORD 2,4 X WEB MEMBERS . 2 x 4 STANDARD OR STUD GRADE HEM . FIR. OR AS NOTED ON DESIGN /~CGMPUTI-USInc.J. lM.rs%ucn,o. • R!0 5'lfluS Nip No. I: Truss' setbacklO'-O" from end wall. Three complete trusses required. Hip.NO.2-8: spaced 24" o.c. - Single member as shown. Hip No.!: J Three complete trii4sës , Joih together iith 16d nails or staggered atL2" o.c. throughout bottom chords and 12" o.c. throughout .4,--A ,...A ..$... SI- 0- 0 HIP TRUSS SETBACK 10- 0- 0 FROM END WALL LOAD DURATION INCREASE - 1.25 LOADING IC UNIF LL+DL= 60.0 PLF 0' .0" TO 10' .0" VERT TIC UNIF LL+DL 60.0 PLF 41' .0" 'TO 51' .0" VERT TC UNIF LL+DL= 180.0 PLF 10' .0' TO 41' .0' VERT BC UNIF LL+DL= 30.0 PLF 0' .0" TO 51' .0" VERT IC CONC LL+DL- 900.0 LBS @ 10' .0" TIC CONC LL+DL- 900.0 LBS GO 41' .0" LEFT - 5055 RIGHT 3055 BEARING AREA REQUIRED (SO. IN) JOINT 1 8.09 DF / 12.48 HF JOINT 13 8.09 DF / 12._... 2x4 Studs at' 48" o.c. with C-1x2.'6 lyplca;. C- 7.7 I ~2*4 Block C-2.5a4.3 (NS) C-2.536 CNI8-5.5x17 .9(Sp1) .5"(Spl) hko- C-2,56 ..o14 00 C-2.5i6 C-2.5x61 In SPI I C-7x14.51 SPI I C-317.7 C-2,534,3 ' 1/4" C-5.5a7.7( 1) ii II .0-2.5x61 tin I1 C-2.6 -I. - •C-2.A6 + C4x1L9 RECEIVED FEB 04 1967 COLLINS WACNiPiOS I. Road .fl'Oen,rat Not., and Warttinps baler. oonsbucflo.d busses. 2. Build., and eaction e trector should be .ô,4.d of Not., and Wanting, bale.. construction 3. 1113 contpres.ict, esb bracing must be installed whsrewn,. 4. All iat.,si lore. misting .tereents .udt es ., ta..s ss ..., d pllmwnt a. bracing, must be dsalgn.d and provIded by desigeer 04 structure' Computtusa.sto,w.noresponslbllity for such bude.g. 5, No toad should ho .pç,ttsd to any c...,,ona..t ontO .4t10 55 Q and l..t.re.r, am complete, end of no tints should any lend, gtr Owndesign load, be applied to say .....,,o.....L S. Computrsa has no cofrol over and son..... no rosponoibg Se. ibs Iablcatlon, handling, shipment and Installation of ,.o.,,,,.u. 7. This design in tor,tlsh.d .u4oct lath. limitations on bu .. ss gno actS" forth by the Tnt.. Flat. Institute in "Bracing Wood Its,.. SWT.7. cOqu at wiltof, will be hm,inhod by Coonputius upon uotO. General Not.., unless otherwise noted I. Design to support loads aa shown. 2. Design assumea the tog and bottom chords to be latersilyb.ced 51 3'U s.c. and at 12'4Y" o.c. respecth.ety. 2o4' impact bridging or lateral bracing r.comme,d whore shown • +. Installation of truss i the responsibility of the respect! ae actOI. 5. Design assumes truSSes a,e to be Used In a non.esrtoslac S,vttOfl' moot, and are for 'dry condition" Of use. 6 Design assumes full boning at all supports Shown. SNesoroodgeff necessary. T. Design assumes adequate drainage Is Provided. 8. Plates shall be located on both laces of truss, and pta so their Center tines coincide with joint center tines. 8. Digits indicate size of plate in inches. 10. For basic design value, of the Contputru. Flats, ktdk&M by the prefix "C, see i.C.8.0. R.R. 4211 it. The Compotrus Net Section Plate in Indicated by the p,e "CM% the designator (181 btdlcai.a 18 p& material in used. All O*Gftsm 20 pa. 3 MEMBER FORCES 1 1- -15219 B 1- 14436 W 1- -: 144 1 2- -14880 B 2- 14436 U 2- -264 1 3- -14193 B 3- 18233 U 3- 3084- T 4- -18213 8 4- 20787 U 4- -4929 -20787 B 5- 22332 U 5- 2557 -22332 B 6- 22845 U 6- -3282 T7- -22332 9 7- 22845 U 7- 1338 T 8- -20787 9 8- 22332 U 8- -1968 1 9- -18213 B 9- 20787 U 9- 522 110° -14193 010- ' 18213 W10- -687 -14880 B11 1436 11,111 117, -15216 B12- 14436 1,112- -657 U13- ' 522 -1968 1338 '-3282 U17- 2157 W18- -4929 U19- 3084 -261 " 344 FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED FILE Nd '5I-4_40*(HIPS 11-8) CHORD SIZE 2400F 2250F 2100F 1950F 1800F 1650F 1450F SS DF J i OF 42 DF SS HF J #1 HF DATE 12/30/86 I REF.' 25-I DES. BY: LS TOP CHORD [ B LA! [ SEQ.2X4 ' ' BOTTOM CHORD! A 'Mill WEB MEMBERS 2 x 4 STANDARD OR STUD GRADE HEM . FIR OR AS NOTED ON DESIGN 1IJ4$ 11-I- Figure i(s) BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS © TRUSS PLATE INSTITUTE, INC., 1978 INTRODUCTION In recognition of the inherent safety of a properly braced roof system, the apparent lack of knowledge of hose, when. and wIser, to install adequate brecing, and in the interest of public safety, the Irises Plate Inititute, Inc., in consultation with its Component Manufacturers Council menrbss'ship. has undertaken the preparation of these r,com. mendations. Substantial concentrated study and deliberative review by the TPI Technical Advisory Committee (comprising • membership of the chief structural .rsgineers of member plate manufacturing companies. repro. senuatives of the academic community. and independent consulting engineers) have been denoted to this effort. Consultation with the TPI Component Manufacturers Council has resulted in bringing practical field handling and erection problems into a sharper focus. lncluion of cIte tentative recommendations for orr.site handling and erection procedures is one direct result of the consultations. It is planned to study further and enlarge upon these tentative r.coa,wnandations. While the recommendations for bracing contained herein are technically sound, it is not intended that they be considered the only method for bracing a roof system. Neither should these recommenda- tions be interpreted as superior to or a standard that would necessarily be preferred in lieu of an architect's or engineer's design for bracing for Particular roof system. These recommendations for bracing wood trusses originate from the collective experience of leading technical personnel In the wood truss Industry, but mint, due to the nature of responsibilities involved, be 'esented only as a guide for the use o a qualified building designer, builder, or erection contractor. Thus, the Truss Plate Institute expressly disclaims any responsibility for damages arising from the use, applics' tion, or reliance on the recommendations and information contained herein by building designers or by erection contractors. However carefully wood trusses are designed and fabricated, all this is at stake in the final erection and bracing of a roof or floor nynteiri. It is at this critical stage of construction that many of the really significant design assumptions are either fulfilled or ignored. If ignored. the consequences may result in a collapse of the structure, which at bent is a substantial loss of time and materials, and which as worst could result in a loss of life. The Truss Plate Institute "Design Specifications for Light Metsf Plate Connected Wood Trusses" are recommended for the design of individual wood traons as structural components only. Literal bracing, as may be required by design to reduce buckling length of individual truss members, is a part of the wood trues deign and is the only bracing that will be specified on the truss design drawings. Lateral bracing is to be supplied in the sit, specified and installed at the location specified on the truss design drawings by the builder or erection contractor. The building designer or inspector must ascertain that the specified lateral bracing is properly installed and that this bracing is sufficiently anchored or restrained by diagonal bracing to present its movement. Special design requirements, such as wind bracing, portal bracing, seismic bracing, diaphragms, shear walls, or other load transfer elements arid their connections to the wood trusses mast be considered separately by the building designer. He shall determine size, location, and method of connections for diagonal bracing as needed to resist these forces. Diagonal or cross bracing is recommended in the plane formed by the top chords, in the plane formed by the bottom chords and perpendicular to the truss web members, as needed for the overall stability of the entire structure. Truss bracing and connection details should be shown on the building designer's framing plan as pan of the design drewings, Bracing materials are not usually furnished as part of the wood truss package, and should be provided by the builder or arection contractor. The buller or erection contractor is r,ynonsible for proper wood truss handling and for proper temporary bracing. He must emite that the wood trusses are not structurally damaged during erection and that they are maintained in alignment before, daring, and after instellation. Temporary or erection bracing may follow, but not necessarily be limited to, the building designer's framing plan. It is recommended that erection bracing be applied se each ova Is placed in position. The deign of wood truem in accordance with TPI deign criteria mu: I. Truss membern are initially straight, uniform in moss section. and uniform in design properties, Trusses are plane structural components, installed vertically, braced to prevent lateral mownient. and parallel to each other at the design spacing. Truss members are pinned at joints for dewrmination of asiaf forces only. - Them is continuity of chord members at taints for d.mlrsa tion of moment stresses. S. Compression members are laterally restrained at specific bc.' tions or intervals. Superimposed dead or lion loads act vertically, wind loads are applied normal to the plane of the top chord, and concentrated loads are applied at a point. In addition to the lateral bracing specified by the truss designer, the building designer will specify sufficient bracing at right angles to the plane of the truss to hold every truss member in die position assumed for it in design. 5, The building designer (not the truss dssignerl will Lscslv sufficient bracing and connections to withstand lateral loading of the entire structure. The theory of bracing is to apply sufficient support at right angles to the plane of she truss to hold every truss member in the position assumed for it in design. This theory muss be applied at nInes stages, STAGE ONE: During Building Design and Truss Design individual muss meerben are checked for buckling, and lateral bracing is specified required for each truss member. The building designer must specify how this laterst bracing is to be anchored or retrained to present lateral movement should all truss members, so braced, sand to buckle together as drown in Figure ilbI. This may be accomplished by: I. Anchorage to solid end walls (Figure ilcll. Diagonal bracing in the plane Of web memben (Pique. ildll. Other means as determined by the building designer. e0TI. lass st — tars, 0.50ev to list .0k 51, 54 Sm died tSttla.dta Ifltnlb le* mmev — Figure 1(c) Figure 2(s) carremu ta. hears ard aft. bsauis cnm,:oaauat,q awnuaffit "5, i semi. i.r.s b'tV'M saavne ior OhiO Figure 1(d) cremenma ..ie-amü. ar .suca Caaia.ou, latfl 0w5 G.ead tusks Quests Stir. r.d.d to Isles wooer.,,, — ,r,00a 20 1— Figure 21k) Pint n 0 W — bemd W— mesas 04 )I *win ro Figure 1(b) It is recommended that diagonal bracing (minimum 2-inch thick nominal lumber) be installed at approximately a 45 degree angle to true Lateral brace. Diagonal bracing should be attecl',ed to the opposite side of the same member requiring lateral bracing. This bracing may be continuous or intermittent at the building designer's option; however, it is recommended that intermittent spacing not exceed 20 feet, or twice the horizontal run of the diagonal bnecinq. STAGE TWO: During Truss Erection the builder or erection contractor mutt take adequate precautions to assure that the mood trusses are not structurally damaged. Proper rigging, including she use of spreader bars and multiple pick-up points, where required, is necessary to prevent damage during handling; tentative recommendations are presented in the Appendix hereto. It is most important to brace the first truss as the and of the building securely. All Other trusses are tied to the first truss, thus the bracing system depends to a great extent on 1,0w wall the first truss is braced. One satisfactory method is for the first trues top chord to he braced to a stake driven into the ground and securely anchored. The ground brace itself should be supported as shown in Figure 2 or it is apt to buckle. Additional ground braces, in the opposite direction, inside the building are also recommended. Figure 4(a) The ground braces should be located directly in line with all row, of top chord continuous lateral bracing. Otherwise. the top chord of the first truss can bend sideways and allow the trualep to shift. This shift, flowerer alight, puss a tremendous strain on all connections of the bracing system, i.e., the weight of the ousse, would then be added to any wind force or construction bid such at bundles Of plywood or roof shingles tanding to lip the pairs over. All nailing of bracing should be done io that if the trusses should tend to buckle or tip, the, nails will be loaded laterally, not in withdtlWsl. It is not recommended to nail icabS to the end of the building to brace the first truss The,, scabs Can break off or poll out, thus allowing a total collapse. As Ovir, are set in place, the builder or .r.ctioin contractor mutt apply sufficient temporary bracing to hold the trusses plumb, in alignment and in a safe condition until Sn, permanent bracing, decking, and/or sheathing can be installed. Temporary bracing Should be not less titan 2s4 dimension lumber end Should be at long at practical for handling. The use of anon spacer pieces 01 lumbar b,t,fl adjacent Purse is not recommenced, unless used temporarily in preparation for immediate installation of longer continuous bracing (8-lees minimum inngthl. Temporary bracing lumber sStOuld be nailed with two double headed 16d nails at every intersection with the pulsed member. P,n..anaembly of groups of trusses, on the ground, into structurally braced units wtrich sri than lifted into place se assemblies is an acceptable alternate to the one-isa-time method. Enact spacing betw,ei trusses should be maintained as braCing is installed to avoid the hazardous practice of removing bracing to adjust spacing an sheathing is applied. This act of "adjusting spacing" can cause Viwes to topple if a bay connection in removed at she eeorrg time. True bracing muss be applied to stir., planes of reference in the roof system to insurs stability: I. Top chord Isheethingi plane, 2. web member plane or vertical plane perpendIcular to trustee, and 3. bottoth chord Icailing) plane. 1. Top Chord Plane. Most important to the builder or erection contractor is bracing In the plane of the top chord. True top chords are susceptible to lateral buckling before they a,, braced or sheathed. It in recommended that continuous lateral bracing be installed within B inches of the ridge line or center line and at apprOiiiniately 8 feet to tO feet intervals between the ridge line of sloped trusses or canter line of flat trusses and ore eases. For double member trusses this spacing between laterals may be increased to 12 feet to 14 feel. Diagonals, located between the lateral bracing and set at approximately 45 degree angles, form the triangles required for stability in trw plahe Of the top chord. NOTE: Long spans or heavy loads may require closer spacing between lateral beating and closer intervals between diagonals. Figure 3(a) illustrates temporary, bracing in the plane of she top chord for geble trusses. If possible, the continuous lateral bracing for tIne top chord ShOuld be placed on she underside of the top chord so trial it will not hatl to be removed as the plywood dishing in applied. Tire pulsations siren held securely even during the decking process. It in equally important for the builder or erection contractor to install bracing in the plane Of the top cflord for flat roof or floor stones. The use of a similar bracing pattern is recommended for all flat trusses. Particular attention is directed 50 oracing at tire end of flat trusses as shown is Figure 31b1. 2. Web Member Plane, It in also necessary to install temporary Cawing in the plan, of the web members. This orating it usually P.. i.• me.. i..S it tfl mo r*,01ronl Faee 3(e) n-Isa wi rd h -we '-at Figure 3(b) installed at the same locations specified on the architectural plan for permanent bracing, and may became part of the permanent bracing. It in recommended that diagonal bracing be added at each web member requiring continuous literal bracing. If none is specified, it in recommended that is be placed at no greater than 16 feet intervals along the truss length for roof trusses end 8 feet intervals for floor vusm It is not generally necessary for diagonal bracing to run continu' oualy for the lull length of the building but it is recommended that the spacing between sets of diagonal bracing not exceed 20 feet, or twice the horizontal ran of the diagonal bracing. Rows of NO thong-backs may also be used to brace floor trusses where diagonal bracing in impractica. Figure 41s) illustrates diagonal bracing in the plane of the web members; Figure 4)b) illustrates the lateral movement that may occur if lateral bracing is used without diagonal bracing. 3. Sot M Chord Plan,. In order to hold proper tpacing on the boftouts V ii, temporary bcing in reçnrtrnandad In the plane of the bottom chord. Continuous lateral bracing at no peates than lest to 10 feet on centers along the truss length is reconenasided full length of the building. nailed to the top of the bottom chord. Diagenaf bracing . i71m. roll n.m. boat.lq l0 lrodd,M t,r.ws irroosi no,5 .._r• '101 benween laterals placed at approsimately 45 degreen is recommended for stability Of the bottom chord. Diagonal bracing in the plan, of the bottom chord is generally not required thrsugrrous the length Of the building, but it., recommended that it be located at least at each and of the building. In most cars, temporary bracing in the plane Of the bottom chord is installed at the locations specified on the architectural plan for permanent bracing, and is, therefore. left in place as permanent bracing. Figure 5 illustrates bracing in tie plan, of the bottom chord. Full bundles of plywood should not be placedon trusses. This construction bid should be limited to 8 sheets of plywood on any pair Of trusses and should be located Adjacent to the supports. No escats concentration of any construction materials Isuch at gravel or shingles) Figure 5 Should be placed on the trusses in any one area; they should be scread out evenly over a large area an as to avoid overloading any one truss. All mechanical equipment should be located Only on the trusses specifically designed to support it. It should not be dropped or even set temporarily in any Other area unless the trusses are adequately shored. All floor truirs should be adequately shored if pallet, 01 masonry materials are to be stored temporarily until the neat higher walls are finished. STAGE THREE: Permanent Bracing is designed and specified by the architect or engineer for the structural safety of tlta building. It is the responsibility of the building designee to indicate sire, location, and attachments for all permanent bracing as required by design analysis. In general, it is desirable to design and locate all bracing so that it may work together with Other structural parts of the building (such an she,; walls, portal frames, bowing walls, columns, beane, etc.) to achiest total structural integrity. II HI .'i.i•###. fllI UIIUIIIIRlIU IiiiFiuiiiiuiii I! [iliiuilllRllg I'aaasaeaia booIloIuo...IIawIveor Figure 81,1 Permanent bracing must provide sufficient support at right angles to the plane of the truss to hold every truss member in the position assumed for it in design. In addition, permanent bracing must be designed to resist lateral forces imposed on the completed building by wind or seismic forces. Permanent bracing may be subdivided into ieee logical compo. nenti: 1. Top Chord Plan.. This bracing is designed to resist lateral movement of the too chord. 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(\J - 47. 14 if. 1L:L-44,l4 • NO EXEC EPTION TAKEN MAKE CORRECTIONS NWEU -. 0 REJECTED 0 REVISE AND RESUBMIT - . 0 SUBMIT SPECIFIED ITEM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE -- . : --- INFORMATION GIVEN IN THE CONTRACT DOCUMENTS., MANY ACTION S SHOWN IS 5SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPEd- - FACTIONS: CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH - .• . . . S SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE: FABRICA- TION PROCESSES AND TECHNIQUES L. CONSTRUCTION, COORDINA1f(iN _________________ • , - OF HIS WORK WITH THAT OF ALL OTHER TRADES AND THE SATISFAC- S TORY PERFORMANCE OF HIS WORK. -TRAVIS, VERDUCO,CURIY & ASSOCIATES - STRUCTURAL CONSULTANTS DM_21J7 jø ) I/t i sL \ ____ 'I --F-1-MF 1u - o. e-. MA(. - • AL, k- 011010451014 4' 0 RECEl- V 'W0EXCEPTIONSTAr, L1 RE c E IV•E? ED 04 797 0 SUBMIT SCIFIED ITEM 0 REVISE JCI RU3;7 F B 2 3 1987 - / Cl IIEJECTEC COLLINS 'IVI•i to, fl?Ofl?fl. 'iU th. •i; OLLINS th Dro €CflOr. Witt in Itie Cojsj$? )OCUmen; o' CO:cjn . strtaeg a reNev,IIF th frcw an chinge. •:c-'racT i(rfl •- r ar1c.-:, .: respong t :in0 -t .._ _ ______________ 1714) 657-749 fC: 0. J mt,, •-ir , _________________ . I CSSC Cir,j-. c Im. L ! -'46— that 0? C!hs 'f2de i: - -• . yll ?OT) /14 ci JSic: CO - R . I65HOT L CIRCLE SOUTH a SAN DIEGO CA 9228 0. 8 1240 • 3370 O. 80x 3112649216 297.0131347 23665 j.i R4 -(..A 1.15E) IL 1 Jim -r I RECEIVED RECEIVED FEB 04187 FEB 23i87 MILO• RN COLLINS IA (714)657-749 R Co. P. 0. Sex 1240 23885 C.Ico Pd. (At $-15E) • Perris. CA92370 0 .• CIA MM • • : • I - , ,- 4.t rti" 1r.' LOAQ1 :; - 0 - • I4I Io.dtr I - — z --- 4 ft - 1 I MA,( it iJiI__t ilk __ _____ - M' 4L // z?rr4 • , 5,, • I ROBERT PRATER ASSOCIATES Robert R. Prate, C.E. 1942-1980 Consulting Soil, Foundation. & Geological Engineers Wm. David Hespeler, C.E. February 24, 1986 239-61), 7025 - Hughes Investments 2 Corporate P!aza; Suite 250 Newport Beach, California 92660 Attention: Mr. Toth Purcell Re: Update Report North County Plaza Carlsbad Tract 85-2 Carlsbad, California Gentlemen: . In accordance with your request we have prepared this update report for the site describing our previous work at the, site, existing site conditions, and a - - . general description of work remaining from a geotechnlcal standpoint to complete the site grading. Our evaluation and conclusions are based on the presently proposed development of one and two-story buildings at the locations and finish floor elevations shown On the grading plans prepared by George S. Nolte and Associates dated October 21, 1985. We originally performed a preliminary geotechnical Investigation for the entire North County Plaza site the results of which were presented In our report dated.; April 30, 1982 In that report we addressed the general site conditions and provided preliminary recommendations for earthwork and foundations. In general, we concluded that with the exception of two areas Identified adjacent - to Marron Road and Jefferson Street, the site should be suitable for the support of one and two-story buildings, with finish floor elevations not exceeding +19, on conventional footing foundations bearing on recompacted fill mats. The areas noted along Marron Road and Jefferson Street (present Building Pads P. Q, R, S. and T) would require surcharging (pre-loading) In addition to recompaction of fill mats. • ' • •, • . During the period of September 30 through November 17; 1982, we provided earth- work observation and testing services for an Initial phase of site grading. The purpose of this grading was to Install some drainage facilities and prepare the site to receive Imported fill material from the Buena Vista Lagoon. The results of Our work were presented in a report dated November 30, 1982. Subse- quent to this grading the site was covered with material from the lagoon In mid 1983. The lagoon material was end-dumped and leveled off with an average thickness of about 3 feet. • • • • • • 10505 Roselle Street, Son Diego, California 92121 (619) 453-5605 • February 24,' 1986 239-61), 7025 Page We performed a foundation investigation for the building sites now designated P through T, the results of which were presented in our report titled "Foundation Investigation, North County Plaza, Buildings 1 through 5, Carlsbad, California," dated August 16, 1983. These are the building sites which were within the areas designated as requiring surcharging In our original 1982 report. In this report we provided detailed recommendations for earthwork (including surcharging) and foundations for these building sites. During the period of October 3 through November 8, 1983; we provided earthwork observation and testing services in connection with the removal and recompac- tion of fill mats and surcharging for the building pads now designated P through T. The results of this work were presented in our report dated November 28, 1983. Settlement monuments were installed on the pads during this work and monitored until late 1985. During October and November 1985 we provided earthwork observation and testing services in connection with the removal of the surcharge fill on the building pad currently designated "P" and placing about 1/2 foot of non-expansive compacted fill soil to bring the pad to about elevation +18.5. The surcharge soils were placed in future pavement areas and not compacted at that time due to their wet condition. As indicated in our report dated November 19, 1985, it is our opinion that this pad is now suitable for construction of the proposed building. As of this date the following work remains to be completed at the site prior to the construction of buildings, pavements, and other improvements as presently planned. Detailed recommendations for the remaining work were presented in our April 30, 1982, report and remain applicable to the site development. Building Pads Q through T Removal of the surcharge fills and the placement of 1/2 to 1 foot of compacted, non-expansive, fill soil to attain the finish pad subgrade. Building Pads A through H and J through N Removal of the import fill soil from the Buena Vista Lagoon and the removal and; recompaction of the underlying older fill. This work will probably require mining of some of the older existing fill in non-building areas to bring the building pads to the planned subgrade elevations. The imported soil from the lagoon should only be re-used in non-building areas. The building finish floor elevations in these areas which exceed the originally recommended elevation of +19, were approved by us from a foundation standpoint because of past loading history in the various areas. All Non-Building Areas The imported fill soil from Buena Vista Lagoon has not been compacted to the recommended 90 percent as of this date. All of these materials should be dryed to a water content that will allow compaction and removed and recompacted in all non-building areas. L February 24; 1986 239-61), 7025 Page 3' For the project completed in accordance with -our recommendations, we estimate. that total settlements In any of the building areas will not exceed about 14 inches over a period of about 20 years. Of this amount we estimate that 1-1/2 inches will occur throughout the entire site Independent of loading conditions (including non-building areas). Although'this amount of settlement Is rela- tively large for most sites, it is not unusual for similar sites with deep deposits of compressible clay. The threshold for architectural damage for the types of construction proposed are generally considered to be about 1/4-inch Of post-construction differential settlement in 20 feethorizontally. ..This corresponds to an angular distortion of .0.001 radians. An our opinion, the, anticipated angular distortion should be les than this amount. 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, If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES Wm. D. Hespeler, E No. 26,222 WDH:ls Copies: Addressee (2) SGPA Planning & Architecture, Attn: Mr. Geoff Reeslund (2) George S. Nolte;& Associates, Attn: Mr. Jim Hettlnger (3) w/enclosures Union Bank, Real Estate Appraisal Dept., Attn: Mr. John Atwell '(1). w/enclosures 5' - - - ROBERT PRATER ASSOCIATES . Robert R. Prater, C.E. 1942-1980 Consulting Soil, Foundation & Geological Engineers ,, Wri. Dowd Hespeler, C.E. ... November 30, 1982 - 239-613, 1878 . ) . - - Hughes '-Investments Two Corporate Plaza, Suite 250 Newport Beach, California 92660 . ., Attention: Messrs. Bill Hughes and Tom Purcell - .- Re: Earthwork Obse'rvation and Testing Services , North County. Plaza ' , ... .. . . State Highway 78 and Marron Road Carlsbad-Oceanside, California ' . ' ,• . 'I Gentlemen: In accordance with your, request we are providing earthwork observation and testing services in connection with the subject project We previously per- formed a preliminary, geotechnical investigation for the project the results of which were presented in our report titled "Preliminary Geotechnical, Investiga- tion, North County' Plaza', Carlsbad-Oceanside, California," dated April 30, During the period of September 30 through November 17, 1982, our representa- tives were present at the site to observe the earthwork operations and to provide field density testing services for the initial phase of the grading operations. The results of the field density and laboratory compaction tests are presented in the attached Tables A and B, respectively. The approximate locations of the field density tests are shown on the attached Site Plans, Figures 1, 2, and 3. In addition, twenty settlement monuments were installed at the locations designated on the plans. The devices are.being monitored to aid in further evaluating the settlement characteristics of the deep compress- ible soil deposits underlying the site. - - - - . • - - Based on our observations and the attached test results, it is our opinion that the following items of work were satisfactorily comIeted. in accordance with -- • - the recommendations of the geotechnical investigation report: - - - - 1) The initial mass, grading operation's as referenced by Test Nos. 1-25, ' 39-43, 46-47, 49, and 51-54. • - - - - • , . - . 2) Storm drain trench and structure backfills aseferenced byTést Nos..-- - 26-38, 44-45, 48, 50,. and 5579. - • , 10505 Roselle Street, San Diego, California 92121 (6I9) 4515605 - - J ill ENL4 - N11 I 49 -- I?-, 32 rn :....; I!4 Approximate Scale (Feet) 0 50 100 200 —I -/ Ile Oro IFY Ira 115 'Asas ALLJ 4.1 1j : AW 6-5 4L2 1-9 - 39 ' ALI 46.1 6.1 ' OF— ------- 46E - 16, V6 110M 650, — — - 40 CFf q LEGEND I 36 • Indicates approximate location - of field density test. Base: A preliminary grading plan for North County Plaza by Geore S. Nolte & Associates, Sheet Lof. 2, dated 9/22/82.- 60' -.----,-----. , At 74 -9569'- 7i Sw ZKr e. 714- WO i \ - AW DOW IV Javara5lm 4? __ Il cPEE' ro 646 r 90f v ttlfr 19: OF 10. It 17 12-3 NI ~tJ5 ,2 INGrAu LEI 97. / 6 4 8 ?dLttET4/Lf 1 : 0 GS \\ / 67 /lTvLETTOFnAC6E 21• V r / vz 1.. 2.i crTfl"&'C5 . . :. -.- .-- •---.-. -S... j 78,.79 rG-/76 - r 10 Approximate Scale (Feet) LEGEND . . . . . . 1 • Indicates approinite location . . . . ..S. . . 0." 50 100 200 of field density ttest. . . . . . .. .; . SITE PLAN S S ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil. Foundoon & Geolog'cot Engineers Carlsbad, California - Base: A grading pIn for North County Plaza by George S. Nolte & S S if 'PROJECT NO. . DATE Associates, Sheet 1 of 2,1 dated 7/28/82. S S S . 5 - S Figure 2 239-6B November 1982 I Approximate Scale (Feet) 50 100 7-00 LEGEND - 13 • Indicates approximate location of field-density' test. Base: A grading' plan for North County Plaza by George S. Nolte & Associates, Sheet 2--of. 2, dated 7/28/82. N' T 61 ) r : ' . I £ \ I ii : -• "' • '° I ".. .• ______ ICJ 148 : AL7 00.0 F ."\ /.\/I \ \t- SITE PLAN ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Sod. Foundation &Geological Engineers - • Carlsbad, California .PROJECT NO. DATE 239-613 INovember 1982 Figure 3 • _; 0 0 239-613 - - - - ----- - - •- -----: 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' Mass Grading 1 10/6/82 :stt Side -North west 'Corner 15 10 109.5 90 3 - 2 10/6/82 South Side - Northwest Corner 15 10 108.9. 90 3 3 10/6/82 --South Side - Center 15 9 111.5 92 . 3 4 10/6/82 Soith Side - E. of Marron Rd 12 11 115.0 90 2 5 10/6/82 - South Side - E. of Marroñ Rd. 12 • 11 115.6 91 2 •- - - • . . •- -- .-.- - -.. •0•_ •0 0 - - -• '00 W 6 10/7/82 South Side -;-..Channel 13 11 108.1 90 3 7 10/7/82 South Side - Channel 12 8 112.3 0 93 A 3 8 10/7/82 South Side- Channel • • 12 • 9 113.5 9.0 - 1 • 0 9 10/8/82 South Side - Channel 114 1. 10 108.6 90 3 10 10/8/121 South Side'- Channel 14 10 110.1 91 3 11 10/8/82 South Side - Channel 15 12 104.0 86 3 Test failed, see #12 12 10/8/82 South Side - Channel 15 10 109.4 90 3 Retest of #11 13 10/8/82 South Side - E of Marron Rd. 14 ill 109.0 90 3 14 10/8/82 South Side - E. of Marron Rd. 14 13 111 5 92 3 '15 10/8/82 South Side - E of Marron Rd. 14 8 109 .4 . 90 3 16 10/8/82 South Side - Center 15 7 110.3 91 3 Notes 1) "Compaction Curve No." refers to Table B 21 Unless otherwise noted elevations shown are to nearest foot 239-613 - - - 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) M. (pcf) (%) Curve No Remarks 17 10/8/82 South Side - Center 16 8 109.4 90 3 18 10/8/82 South Side - Center 15 8 108.7 90 3 19 10/12/82 South Side - Channel 16 6 109.3 90 3 20 10/12/82 South Side - Channel 16 8 109.4 90 3 - 21 10/12/82 South Side - Channel 15 7 108.7 90 3 22 10/12/82 South Side - Channel 15 8 109.3 90 3 23 10/12/82 South Side - E of Marron Rd. 16 12 109.7 90 3 214 10/12/82 South Side - E.ofMarron Rd. 16 11 110.9 91 3 25 10/12/82 South Side,- E of Marron Rd. 16 12 110.1 91 3 Storm Drain Trench Backfill 26 10/15/82 Twin 48" C.S.P. - Sta. 1+50 10 15 104.7 96 4 27 10/15/82 Twin 148" (C.S.P. - Sta. 1+80 8 16 1014 4 96 4 28 10/18/82 42" C.S.P.- Station 0+85 8 15 101.5 93 14 29 10/18/82 42" C.S.P. - Station 3+00 7 18 100.6 92 4- -30, 10/18/82 142" C S.P. Station 1+60 10 20 102 2 94 3 Test failed, see #33 31 10/18/82 Twin 48" C.S P - Sta. 0+70 13 13 110.7 88 1 Test failed, see #34 32 10/18/82 Twin 48" C.S.P.- Sta. 2+30 12 12 113.4 r90 1 Notes 1) "Compaction Curve No." refers to Table B 2) Unless otherwise noted elevations shown are to nearest foot 239-6B TABLE A-SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-614 and/Or ASTM 132922-78,.ASTM D3017-78) Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No. D ate of Test Test Location (Feet) (%) (pcf) (%) Curve No. Remarks 33 10/18/82 42" C. S. P - Station 1+60 10 14 112.1 92 3 - Retest of #30 31$ 10/18/82 Twin 48" C.S.P. - Sta. 0+70 13 13 113.8 90 1 Retest of 431 35 10/19/82 Twin 48" C.S.P. - Sta. 2+80 14 9 114.9 91 1 Sand Cone 36 10/19/82 42" C.S.P. - Station 3+20 12 9 113.3 90 1 Sand Cone 37 10/19/82 Twin 148" C.S.P. - Sta 0+40 14 9 111.8 92 3 Sand Cone 38 10/19/82 42" C.S.P. - Station 0+60 14 10 114.3 91 1 Mass Grading 39 10/19/82 South Slope of North Side 13 8 108.7 90 3 40 10/19/82 South Slope of North Side 13 8 109.4 90 3 41 10/19/82 South Slope of North Side 15 9 110.0 91 3 42 10/19/82 South Slope of North Side 15 9 108.8 90 3 1$3 10/19/82 South Slope of North Side 15 9 109 1 90 3 Storm Drain Trench Backfill 44 10/20/82 42" C.S P - Station 1+20 15 9 114.9 91 1 45 10/20/82 42" C.S.P - Station 2+30 15 9 116.4 92 1 Mass Grading 46 10/20/82 South Slope of North Side 14 8 104.6 86 3 Slope Face Notes "Compaction Curve No-" refers to Table B. Unless otherwise noted elevations shown are to nearest. foot. 0 . . 239-613 TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-78) 'Approximate 'Water. Dry Degreeof ". . Test ' . Elevation Content Density Compaction Compaction No. Date of Test Test Location .' (Feet) (%) (pcf) (%) Curve No. 'Remarks 47 10/20/82 South Slope of North Side 14 - 8 ' 103.3 85 3 Slope Face ' . Storm Drain Trench Backfill 48 10/20/82 'Twin 48" C.S.P. - Sta. 1+70 FSG 9 115.0 91 1 , Sand Cone Mass Grading 49 . 10/20/82 North Side .- Center - 18 (FSG) 9 113.5 90 , 1 . Sand Cone Storm Drain Trench Backfill 50 , 10/20/82 42" C.S.P. - Station 1+90' FSG 9 113.3 90. 1 , Sand Cone Mass Grading 51 10/20/82 , South Side - Center 17 (FSG) 11 108.7 90 3 52 ' 10/20/82 - South 'Side E. of Marron Rd. 18 (FSG) 12 110.6 .. 91 3 53 . 10/20/82 South Side -Center 16 (FSG) 11 111.0 92 3 , ' '• 0 , .54 10/20/82 . South Side - Northeast 'Corner 16 (FSG) '12 , 109.0 90 •, 3 Storm Drain Trench Backfill 55 10/21/82 30" C.S.P.- Station 6+25 FSG-6' 12 114.5 90 2 56 10/21/82 30" C.S.P. - Station 4+50 FSG-4' 9 109.2 90 3 57 10/21/82 24" C.S.P. - Station 2+75 FSG-2' 12 109.5 90 3 58 10/21/82 18" C.S.P. - Station 0+50 FSG 9 108 .8, 90 3 ". Notes: 1) "Compaction Curve No." refers to Table B. • ' 2) Unles,s otherwise noted elevations shown are to nearest foot. '0 • 3) "FSG", denotes finish' subgrade elevation. -' 0 ' ' • - . 239-6B TABLEA - 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 . .59 10/21/82 18" C.S.P. - Station 2+25.. - FSG-1' 11 -. 109.6 90 3 60 10/21/82 2L4" C.S.P.,,- Station 0+75 FSG 9 110.3 91 3 61 10/21/82 .214" C.S.R. - Station 2+25 FSG 10 - 1092 90 3 : --62 .. 10/21/82 3081 C.S.P. Station 14+00 -FSG-2' --11 .- 109.14: 90 3 -. 63 10/21/82 30" C.S.P. - Station 5+50 FSG-4' .11 1114.8 -. 90 2 . - - 614 10/22/82 30" C.S.P. - Station 6+50 FSG-2' 13 110.14 91 . - 3 65. 10/22 /82 30". C.S.P. -- Station 14+75 FSG 11 111.3 92 - 3 . -- 66 10/25/82 36" C.S.P.- Station 7+50 FSG-5' 13 1114.9 90 2 67. 10/25/82 36" C.S.P - Station 8+25 - FSG-31 -- 10 1114.3 90 - 2 - - 68 10/25/82 3611 C.S.P. - Station 8+50 FSG-11 12 - - 115.5 91 - 2 -. . 69 10/26/82 Type G Catch Basin - 30" FSG-2' - - 10 - 108.9 - - 90 3 - and 24" C.S.P. 70 10/26/82 "-Type G Catch Basin - 30" FSG 11 110.2 9.1 3 - - • . - - and 2411 C.S.P. - - . - . - . , •0 -. -, 71 .10/26/82 Type I A- -*Clean Out Box 42" - FSG-6' 7 108.8. 90 .3 ••- - . - C.S.P. - - - - -. 0 •- . H .72 - •. 10/26/82 : Type A Clean Out Box - 42" FSG-14' 10 113.5 90 - H C•SP 73 - 10/26/82 Twin 48" Clean Out Box FSG-5' 10 113.1 90 Notes: 1) "Compaction Curve No. refers to Table B. Unless otherwise noted elevations, shown are to nearest foot. - "FSG" denotes finish subgrade elevation. - 0 - .. -. - 0 239.6B 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 74 10/27/82 Type A..Clean Out BOX 42" FSG-2" 8 113.9 90 1 Sand Cone C.S.P. ...+ . .. .... ... . . 75 10/27/82 Type A Clean Out Box - 42" FSG 11 113.0 90 1 C .s.P. . . 76 10/27/82 Twin £48" Clean Out Box FSG-3' 9 114.9 91 1 77 10/27 /82 Twin 48" Clean Out Box FSG-1' 9 113.8 90 1 Sand Cone 78 11/15/82 Type Catch Basin- 36" •FSG-3' 17 . 99.7 78 .2 Test failed, see #79 and 30" C. S. P 79 11/17 /82 Type G Catch Basin - 36" FSG-3' 13 114.2 90 2 Retest of #78 and 30" C.S.P. . .. . . . . . ... . . :. Notes 1) "Compaction Curve No." refers to Table B. Unless otherwise noted elevations shown are to nearest foot. . . "FSG" denotes finish subgrade elevation. .. . . . . .. 239-6B TABLE B - LABORATORY COMPACTION TEST RESULTS (ASTM Di551-78)" Compaction - Maximum Optimum 4 Test Description Source of Dry Density Water Content (Curve) No. of Material - Material (pcf) (%) 1 CLAYEY SAND (SC), On-site 126.0 10.0 grayish brown' • -, 2 - CLAYEY SAND (SC), On-site 127.5 9.5 grayish brown, • • 3 • - SILTY SAND (SM), On-site 121.3 8.6 grayish brown It SILTY SAND (SM), Import 109.0 114.3 gray , • •, • S • :• .• ," S ,'• - , •. • -S •' .• ;• • ' •1 I ' , S I, • - -• • - -'S 0 ROBERT PRATER ASSOCIATES Robert R Prater, CT 1942-1980 Consulting Soil. Foundation & Geologicol Engineers Wm. David Hespele'r. CE. 4 ' November 18,1986 2396E, 7492 ,: C i JA IV Hughes Investments S G PA ( 2, Corporate 'Plaza Suite 250 ;. Newport Beach, California 92660 Attention Mr. Brian McConnell Re Earthwork Observation and Testing Services Building Pads 'K-L" M Q, 'R, S and T North CountyPlaza Carlsbad, California Specific Plan 187 - Gentlemen ,In accordance with your request we are providing earthwork observation and testing services in connection with the subject project We previously per- formed a geotechnical investigation for the entire site the results of which were presented in our report titled."Preliminary Geotechnical Investigation, North County Plaza, CarlsbadOceanside, California," dated April 30, 1982. 'Earlier earthwork Observation and testing services reports dated November 30, 1982 and November 28, 1983 were issued for the project :A .'foundation Investi- gation report for Buildings 1 through 5 dated August 16, 1983 was issued for the project. An update report dated February 24, 1.986,wasissued for the project Earlier earthwork observation and testing services reports dated November- 19, 1985, November 5 and November 13, 1986 were issued: for Building Pad P, Building Pad N and.Building Pads A through Hand J, respectively. In 'addition, a letter. dated November 11, 1986 was issued regarding building pad elevations Commencing on May 1, 1986 our representatives have been present 'at thèi site, to observe the earthwork operations and to provide field density testing services in connection with the current grading. operations. Th.results of the field -' '• density and laboratory compaction tests,for the building pds' are. presented in the 'attached Tables A and B, respectively. The approximate locations of, the ' field density, tests are shown on the attached Grading Plans, Sheets 2 and 3 of 3. The grading operations for the building pad areas included the removal of the ' import fill soils from Buena -Vista lagoon and' the removal. and recompaction of the underlying older fills as recommended in the April 30,'1982 report The 1. 10505 Roselle Street San Diego California 92121 (619) 453-5605 November 18, 1986 239-6E 7492 -Page 2:, approximate limits of the removal and recompaction areas are shown on the attached grading plans. , Due, to Building Pads ',K.- and L being, revised 'to one building' pad area, the removal and recompaction included the area- between the' originally proposed. pad'areas- as shown on Sheet 3 of 3 of the Grading Plans. The surcharge soils were removed' from Building Pads Q, 'R S-and T. , Based on our observations and the attached test results it is our opinion that' , Building Pads K-L, M, Q,'R,. Sand T have been satisfactorily completed and suitably prepared for construction of ,the proposed buildings with the follo*ing' additional recommendations The results of swell tests performed on samples of the, expósed-'subgrade soils are presented in the attached Table C In order to mitigate the potential for slab damage as 'a result of the expansion characteristics of' the exposed , subgrade.:soils which 'póssess a moderate potential for expansion' (greater than 3.5 percent and less than 5.0 percent), we recommend that the exposed subgrade soils for Building Pads Q and R be scarified to a depth of 8 inches, moisture conditioned to .4 percent above laboratory 'optimum and recompacted to 90 percent ' . relative compaction. This condition should, be maintained up until" the visqueen and sand layer is placed for ,the slab areas.' For' Building Pad M the swell test indicated -that the, :soils exposed at or near the finish pad elevation' were moderately expansive (5.8%). Accordingly, in accordance with our recommendations a minimum cap of a 6 inch non-expansive type soil (U B C Expansion Index less than 20) was placed as 'reported in Table D. For Building - :Pads, S and 7.. no. remedial work is needed. Our services'cOnsist ,of professional,opinions and recommendations made' in - .accordance with generally àccepted,geo tech riical engineering principles and ' - practices This warranty is in lieu of all other warranties either express or implied If you have any questions, please call -Very truly yours, '- • '. ' .. --• • ' ",ROBERTPRATERASSOCIATES X _4~ 22385 '" C.E. Eip. 91-30-89 Attachment OF Q Copies: - Addressee (3) SGPA Planning & Architecture, Attn: Mr. 'Curt Drake (3) Collins General Contractors, Attn: Mr Gil Marshall (2) ' - ' - - ',: -'.• ' - ' ' '-'' 239-6E TABLE. A- SUMMARY OF FIELD DENSITY TEST RESULTS (ASTMDi55664 and/or.ASTM D2922-78, ASTM 133017.) "Approximate Water Dry Degree of Test . Elevation Content Density Compaction Compaction No Date of Test Test Location (Feet) (%) (pcf) Mt Curve No Remarks Mass Grading Pavement Area 1 - 5/2/86 - Northeast of Pad P 12 16 105.1- :88 .-. - 1 '. Test failed - Material removed 2 5/2/86 Northeast of Pad P 12 16 163.3 87 1 Test failed - - Material removed 3 5/3/86 NOrthCastof Pad P 12 28 95.8 . 80 . 1 . Test failed - Material removed 4 5/12/86 Northwest of Pad P 12 22 93.2 78 ,1 Test failed Material removed 5 5/13/86 Northwest of Pad P 12 20 94.3 79 1 Test failed Material removed 6 5/21/86 East of Pad R 8 13 101 86 4 Test failed, See #11 7. 5/21/86 Southeast of Pad Q . 8. 12 113.9 95 1 -. 81 5/2.1/86 . East àf,Pád S 8 112.5 -, 94.:. .1 . -•• S 9 5/21/86 - Eastof Pad T 14 11 99.2. .84 LI Test failed, See #23 10 5/21/86 Northeast of Pad S 14 13 105.1 89 14 Test failed, See #31 5/21/86. -- East of Pad R . 8. 10 - 107.5 . .91 - : 4 -. Retest of #6 5/21/86 Southeast of Pad R 9 . 10 . 110.2 - . 13 5/22/86 Northeast of Pad R 9 10 107 0 90 - 4 Notes fl "CQmpactlon Curve F4o -,Unuess otnerwise noted' " refers to Table B elevations shown are to nearest foot. . - S 239-6E TABLE. A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM 'D2922-78, ASTM D301-78) Approximate Water Dry Degree of Test Elevation Content Density Comiaction Compaction No. Date of Test Test', Location (Feet) (pcfi (%) Curve No. Remarks 14 5/22/86 East of Pad R ii • 14 101.3 85 4 Test failed, See #18 15 5/22/86 East of Pad R 11 12 98.6 83 4 Test failed, See #19 16 5/22/86 Northeast of Pad Q 11 12 108.8 92 i.".04 17 5/22/86 East of Pad Q 11 15 107'.2 90 4 18 5/22/86 East of Pad R 11 12 107.7 91 4 Retest of 1111 19 5/22/86 East of Pad 11 12r 106.9 90 4 Retest of #15 4* 20 5/22/86 Southeast of Pad R 13 14 107.2 90 4 21 5/22/86 Southeast of Pad.Q , 13 10 109.5 92 4 22 5/22/86 Northeast of Pad R 14 11 111.1 94 4 23 5/23/86-1 East of Pad 1 14 8 108.2 91 4 Retest of #9 24 5/23/86 Northeast of Pad S 14 14 - 103.3 487 4 Test failed, See #31 25 5/23/86 West of Pad P 8 • 14 109 2 87 5 Test failed, See #45 26 5/23/86 East of Pad Q - 14 12 108.6 92 4 27 5/23/86 East of Pad Q 14 17 '106.9 90L 4 28 5/23/86 East of Pad I 15 14 106.9 - 90 4 29 5/23/86 East of Pad R 15 17 108 4 91 4 30 5/23/86 East of Pad.,Q 16 14 109.7 .. 93 4 Notes 1) "Compct aion Curve No." refers to Table B ** - -* - -• ij Uniessr otherwise noted elevations shown are t0 nearest foot. -- - 1 1'. 239-6E TABLE A,--. SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017778) Approximate Water. Dry Degree of Test . -. ... . Elevation 'Contnt Density Compaction Compaction , No. Date of Test Test Location . (Feet) .(%) (pcf) (%) - Curve No. Remarks 31 5/27/86 Northeast of Pad S 14 15 106.7 90 4 Retest of #'s 10 8 24 32 5/27/86 Northeast of Pad ,P 12 13 101.4 85 ' " 1 Test failed, See #33 33 5/27/86 Northeast of Pad P " 12 12 107.8 90 1 Retest of #32 34 5I27.I86 Northeast of Pad Q.' 17 15 109.1 92' 4 ' 35 5/27/86 East of Pad S .171 10 1120 95 4 36 5/27/86 East of Pad T 17 16 107.8 91 4 37 5/27/86 Northeast of Pad P 13 13 108.5 92 4 - 38. .5/27186 North.1 1east of Pad P 14' •. 17 105.0 . 89.: .4 . Test, failed, See #44 39 ' 5/28/86 East of Pad R 17 14 112.6 95 4 40 5/28/86 East of Pad 0. -. 17 15 108.1 91 ' '4 41 5/28/86' East .of Pad S' '18 17 107.8 . .91 " 4.' ' .. 42 5/28/86 East of Pad .S 18 15 109'.7 93 '4 43 5 /28/86 East of Pad Q 18 15 112.0 93 2 44 5/29/86 ." Northeast of Pad P. . . 14 ' 1-2 -. 111.2: 94., . 4,.' -'Retest of #38 • ,.. 45 - 5/29/86'-' West of Pad P.'- '8 ' ' ii -' .112.9 ''o':' 5 . Retest of #25 46 5/29/86 North of Pad P 15 ' 9 111.5 94 4 47 5/29/86 North of Pad 'P 16 12 110.1 93 4 -. . ,-' -•,' .,.\ -, - .: . . .' . - ' .'.' "1,' Notes 1) "Compaction Curve No." refers to Table B 2) Unless otherwise noted elevations shown are to nearest foot - 239-6E TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3011-70) Approximate Water Dry Degree of Test .. Elevation Content Density Compaction Compaction No. Date of Test - Test Location (Feet) (%) (pcf) (%) Curve No. Remarks 48 - :51286 East - of Pad R 18 15 112.9 94 2 49 6/3/86 Northwest of Pad P 9 16 109.2 91 2 .50 6/3/86 West of PadP . 9 . 17 109.9 9.1 2 51 6/3/86 Southeast of Pad 61 9 14 114.3 91 5 52 6/3/86 Northwest of Pad P 10 15 105.5 89 4 - Test failed, See #58 53 6/3/86 Northwest of Pad P 10 15 103.8 88 4 Test failed, See #58 54 6/3/86 Northwest of Pad P 10 16 101.4 86 11 Test failed, See #57 55 6/3/86 West of Pad P 10 16 105.6 89 4 Test failed, See #59 :t - -' 56 6/3/86 Southeast of Pad 0 11 23 99.9 84 4 Test failed, See #60 571.6/3/86 Northwest of Pad P 10 17 106.9 90 4 Retest of #54 58 6/3/86 Northwest of Pad P 10 16 107.0 90 4 Retest of #s 52 &-53 59 6/3/86 West of Pad P - 10 14 108.8 92 4 Retest of #55 60 6/3/86 Southeast of Pad Q 11 14 108.8 92 11 Retest of #56 61 6/3/86 Northwest of Pad P 12 13 1094 91 2 62 6/3/86 West of Pad P 12 13 110.8 92 2 63 6/4/86 West of Pad P 12 11 116.6 93 5 64 . 6/4/86 West of Pad P 12 14 * 1.13..7 90 . 6 . Notes 1) zj "Compacon Curve No Unies otnerwisenotecf " refers to elevations.stiown Table B - . are to ,. .. nearest • foot. 239-6E TABLE'A -SUMMARY OF FIELDDENSITYTEST RESULTS (ASTM Dl54,d/or'AStM 132922-78. ASTM D3Oi7-78) - Approxiniate. Water 'Dry Degree of Test Elevation Content Density Compaction Compaction' No. Date of Test ¼, Test Location (Feet) (%) (pcf) (%) • Curve No. - Remarks 65- 6/4/86 Northwest of Pad P •: ¼, 12 14 1111.6 . 91' . 6 66 6/4/86 Northwest of Pad P 14 14 110.1 87 ¼ 5 Test failed, See #69 67 6I4/86 West of Pad P "14 16 111.0 92 2 ''. 68 6/4/86 West of Pad P 13 17 111.4 93 2 69 - 6/4/86 Northwest of Pad 14 .13. , 113.2 90 5 ¼ Retest of #66 • 6/4/86 Nor.thwest''of Pad.P ' 14 12., 113.5.. 90 -_71.,-,6/4 /86 • West of Pad P ¼.¼ - 15 - 12 ¼.• 118.9 - ¼ ¼ 93 ,, - •.. 7 72 6/4/86 Northwest of Pad P 15 17 111.3 92 2 73 6/5/86 West of Pad P 16 16 109.1 91 2 74 6/5/86 Northwest of Pad P 16 20 103.5 87 4 * Test failed, See #75 75 6/5/86 Northwest of Pad P 16 19 106.2 90 4 . Retest of #74 -. . ¼ ' '•• ¼ ' 76 6/5/86 North of Pad ,O 14 16 113 6 90 5. 77 6/5/86 -"West of Pad-0 4 - - 17. 22 97.0 - 82 , ¼ Test failed, See 481¼' - . , . ¼ . ¼ - 78 6/5/86 North of Pad P 14 15 108.9 90 8 79 6/5/86 North of Pad P 15 114 106.6 90 4 ¼ • ¼ '- '. . , . . ,,' . 80 6/5/86 North of Pad P ' • . 11 '• . 18 • 108.5 90 '- 8' • . . . . -, ¼ ' - • p ........- - . ' - - . - -. . 81 6/6 /86 West of Pad P -, , ••¼ 17- .17 . - 106.7. 90. '- - -. 4 ' Retest of #77 Notes: • 1) "CompactIon curve No " refers Unies . . otherwise noted elevations to Table ' . shown are to nearest - foot. ---- - . - • 239-6E TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM 153017-78) Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No. Date of Test Test Location (Feet) (t) (pf) (%) Curve No. Remarks 82 6/6/86 North of Pad P 13 19 - 100.4 , 85 4 Test failed, See183- 83.-1 6/6/86 North of Pad P 13 9 110.9 92 2 Retest of #82 84 6/6/86 North of Pad P 14 13 106.3 90 4 Building Pad Areas 85 7/11/86 Building Pad B 9- 13 112.8 90 9 .86..7/14/86 Building Pad A 11 16 110.2 91 8 87 7/14/86 Building Pad B 13 11 108 9 0 8 88 7/14/86 Building Pad A 15 17 110 6 91 8 89 7/15/86 Building Pad B 17 13 113.6 90 5 90,'7/15/86 Building Pad B 10 12 115.2 91 5 91 7/15/86 .Buulding Pad C 12 14 114.4 91 . 5 92 4 7/16/86-,:,Building -Pad b. 14 14 112.7 90 9 93 7/16/96.,Building Pad D 16 - 12 116.8 93 5 94 7/17/86 Building Pad D -8 21 .162.2 84 8 Test failed Material removed 95 .7/17/86 Building Pad D 8 20 105.6 87 .. 8 Test fajied - - . Material removed 4 0 0 . 96 7/17/86 Building Pad B - 8 16 111.5 92 8 97 7/18/86 Building Pad D 10 12 112.9 90 5 Notes "Compaction Curve No. refers to Table B Unless otherwise noted elevations shown are to nearest foot S -• -. • ... - 239-6E TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or. ASTM 02922-78, ASTM 0017-78) - .-- Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No. Date -of Test Test Location (Feet) (%) (pcf) (%) Curve No. Remarks 98 7/18/86 Building, Pad C 10 13 114.8 91 5 99 7/21/86 Building Pad C 12 16 115.2 91 5 100 7/21/86 Building Pad D 12 15 112 9 90 5 101 7/21/86 Building Pad B 11$ 14 114 .4 , 91 102 7/21/86 BuIlding Pad D 11$ 14 113.4 90 5 103 7/22/86 Building Pad A 10 16 .113.5'.90 5 104. - - -7 /22/86 - s Building Pad B - 10 18 - - 113.0 - 90 - 5 105 7/22/86 Building Pad B 10 18 110.3 88 5 Test failed, See #106 -106 7/23/86 BuiIding- PadB - 10 -17 113.5 90 5 Retest of #105 •. 107 7/23/86 Building Pad B 12 16 113.8 90 5 108 7/23/86 Building Pad A 14 16 113.4' 90 5 109 7/24/86 , Building Pad B 16 14 113.4 93 10 110 7 /24/86 -Buildtng Pad-C --. 16 .15 112.3 92- •. - 10 - - • . 4 . 5 . 111 7/24/86 Building Pad D 16 15 112.3 92 10 112 8/28/86 Building Pad M 11 14 109.6 90 10 113 8/28/86 Building Pad M 11 14 110.9 91 10 114 8/28/86 Building Pad N.' 11 14 110.3 91 10 . - • - - •. :. - Notes:.1) "Compaction Curve No. refers to Table B - 2) Unless-otherwise noted elevations shown are to nearest foot. - -' - • ,-- . 5 - .5 239-6E TABLE -& - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-614 and/or ASTM D2922-78, ASTM D3017-78) Approximate Water Dry. Degree of 'Test..Elevation Content Density Compac tion Compaction No. Date of Test Test Location (Feet) (%) (pcf) (%) Curve No. Remarks 115 8/28/86 Building Pad N 11 15 109.8 90 10 116 8/29/86.Building Pad M 13 13 110.7 91 10 117 8/29 /86 Building Pad N 13 14 112.0 92 10 118 8/29/86 Building Pad N 15 16 1-11,0 90 5 119 8/29/86 Building Pad M 15 16 110.9 91 10 120 9/2 /86 Building Pad M 16 16 1114.4 91 5 121 9/2 /86 Building Pad M 16 13 110.9 91 10 122 9/2 /86 Building Pad N 16 14 109.4 90 10 ' 123 9/2 /86 Building Pad N 16 17 1150 91 5 124 9/3 /86 Building Pad M7 17 1T_f 110.8 91 10 125 9/3 /86 Building PadM 17 r 16 114 7 91 5 126 86 'Building Pad N 17 14 1115 92 10 127 9 /3/86 Building Pad N 17 17 114.8 91 128 9/4 /86 Building Pad K 12 13 r 115.0 91 5 129 9)4 /86 Building Pad K 12 13 109.6 90 10 10 9/4 /86 Building Pad L 12 17 113.6 90 5 p Pavement Area 131 9/4 /86 West of Building Pad K 14 14 114.1 91 5 Notes:'1) "Compaction Curve No " refers to Table B, 2) Unless otherwise noted elevations shown are to nearest foot t 239-6E 1 - TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (AS. TN D1556-64 and/or ASTM 02922-78, ASTM D3017-78) .App roximate Water Dry Degree of Test - Elevatuon Content Density Compaction Compaction -No. / Dateof Test Test Locätion (Feet) (%) .(pcf) (%) Curve No. Remarks 132 9/4/86 West of Building Pad K 14 13 109.8 90 10 133 9/,4/96'-'West of Building Pad L 14 13 111 1 91 10 *Building Pad Areas 134 9/5/86 Building Pad K 12 17 100 7 81 9 Test failed, See 0137 135 9/5/86 Building Pad K . 12 21 10412 84 9 Test failed, See 4138 136 9/5/86 Building Pad L , 12 17 113.7 90 5 137 9/8/86 Building Pad K 12 14 113 0 90 5 Retest of #134 138 9/8/86 BuIlding Pad K - 12 13 113.5 90 5 Retest of #135 139 9/8/86 Building Pad M 18(FSG) 14 113.7 90 5 140 9/8/86 Building Pad -.-K. 14 12 112.5 93 10 141 9/8/86 Building Pad 1.. 14 12 1-12-.3',92 10 142 9/á/86 I ' Building Pad D 19(FSG) I ' 10 109.1 90 10 143 ' 9/9/86 Building Pad L 16 19 108.8 90 10 144 9/9/86 'Building Pad K 16 18 110.0 91 1O 145 9/9/86 ' Building Pad L 18 21 - 105 8 87 10 Test failed - Material removed 146 9/9/86 Building Pad K 18 17 '111.3 92 10 147 9/9/86 Buildig Pad J 10 • 10 - 113.0 93 10 - 148 9/9/86 Building Pad H 10 - 11 11A.7,, 92 10 - t r - Notes 1) "Compaction Curve No " refers to Table B. Unless otherwise noted elevations shown are to nearest foot. "FSG" denotes finish subgrade elevation. 239-6E TABLE A SUMMARY OF FIELD DENSITY 'TEST RESULTS '(ASTM D155664 and/or ASTM' D2922-78, ASTM D30 178) Appro ximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No. Date of Test Test Location, " (Feet) (%)" (pcf) - (%) Curve No. '. Remarks 149 9/9/86 Building 'Pad -.G 10 13 112 3 92 10 150 9/9/86 , Building Pad ,J . 12 15 -112.8 . 93, 10 151 9/10/86 Building Pad H 12 18 1103 91 10 152 9/10/86 Building Pad C 12 18 109'.7, 90 10 153 9 /10/86 Building Pad i 14 18 110.8 91 10 - 1511 9/10/86 Building Pad H-_ 14 19 111.5 92 10 155 9 /10/86 Building Pad _G_ 14 18 109 1 90 10 156 9/10/86 Building Pad J 16 18 109:6 90 10 157 9/10/86 Building Pad W 16 17 110.4 91 10 - 158 9 /10/86 Building Pad G 16 18 111'.9 92 10 159 9/10/86 Building Pad J 18 19"106.8 88 10 Test failed, See #231 160 9/10/86 Building Pad H I 18 20 105.9 87 10 Testfailed, See 023 161 f.9/10/86 Building Pad G - 18 19 106 7 88 10 Test failed, See #23 162 9/10/86 Building Pad-:-J 10 14 112 0 92 10 163 9/10/86 Building Pad C 10 14 112.6 93 10 164 9/10/86 Building Pad F 10 . 15 110A 91 10 Notes 1) "Compaétion Curve No " refers to Table B - 2) Unless*otherwise noted etevations- shownare to inearest foot. t t - 4- 239-6E 4. TABLE A SUMMARY-OF FIELD DENSITY TEST RESULTS- D1556-64- and/or. ,(ASTM ASTM D2922-78, ASTM.1)3017-18) - -. -. * . --c. : - - - - - - iApproximate Water Dry Degree of 4- Test Elevation Content Density Compaction Compaction No.-'Date of Test Test Location * (Feet) (%) (pcf) (%) Curve No. Remarks Pavement Area 165 9/10/86 West of Pad K 16 14 112.2 95 4 BuildIng Pad Area '- 166 4- 9/10/86 Building Pad F 12 17 111.0 -- 91 10 167 9/10/86 Buiding Pad G 12 12 115.4' 93 9 168 9/10/86 BuildIng Pad H 12 . 15 111.4 92 10 169 9/10/86 Building Pad F 14 17 110.6 91 10 4- 170 4 9 /10/86 Building Pad H ' 14 16 113.5 91 9 171 9/10/86 Building Pad J 14 16-., 109 8 90 10 172 9 /11/86 Building Pad F -' 16 16 1114.2 92 9 ,173 9111/86r Building Pad H 16 * 17 115.4 93 174 9/11/86 Building Pad J 16 16 110.3 91 .9 175 9/11/86 Building Pad F 18 16 114.7 92 9 176 9/11/86 Building Pad C 18 15 115.4 93 9 177 9/11/86 Building Pad H 18 14 114.0 91 9 1• . - S - :4- - Pavement Area - 178 9/11/86 West of Pad K 17 14 112.3 95 4 - Notes 1) "Compaction Curve No." refers to Table 4- 2) Unless otherwise noted elevations shown are to nearest foot 44. 4 -5 9•)- - -- . _4_ . .-- ._ 9- -9 . -, - -9. - 9,. _.. -9 - -9- 4 239-6E TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTMD2922-78, ASTM D3017-78) Approximate Water Dry Degree of Test -. '-Elevation'.Content Density Compaction Compaction No. Date of Test Test Locàtlön. . (Feet) .(%). (pcf).. M. Curve No. .. Remarks 179 9/1 1/86 West of Pad K 18 14 110.1 93 4 180 9/1 1/86 West of Pad K - .- -. -. 18 14 110'.2 93 4 4 . - -. . - •. -, .-. ,. ••,. .. . - Building Pad Areas 181 9/1 1/86 Building Pad E 10 16 110.9 91 10 182 9/1 1/86 Building Pad F 10 16 111.5 92 AO I . 4 183 9/11/86 Building Pad H - 10 16 111.8 92 10 . . . 4 -• . 184 9/11/86 Building Pad J 10 17 109.9 90 10 185 9/12/86 Building Pad E 12 16 110.0 91 10 186 9/12/86 - Building Pad F 12 15 110.5 91 10 187' 9/12 /86 Building Pad J . . 12 ( 4': 16 -111.5 92 4 10 188 9/12/86 Building Pad E 14 18 ' 110 3 91 10 189 9/12/86 Building Pad F 14 18 109.7 90 10 -, 190 - .1- . 9/12/86 1 . •_-. Building Pad H . I 114 19 - - 108.9 90 -- -%.- 10 191,_9/12/86 Building Padi 14 18 :109A , 91 - 10 'I Pavement Area * -, 192 9/13/86 South of Pad B 12 11$ 110.1 92 1 193 9/13/86 South of PadA 1 13 14 110.7 93 1 . Notes 1) "Conpactith-i Cüry No " referrtc Table B. Uniess. otnerwise- noted * - - elevations snown-are t0 nearestfoot. 239-6E - ,TABLE:A -SUMMARY OF FIELD DENSITY TEST RESULTS (ASTl556_64 and/or, ASTM D2922-78,ASTM 133017-78) • • . Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No. Date of Test Test Location (Feet) (%) (pcf) (%) Curve No Remarks 194 9/13/86 South of Pad C 14 14 110.7 93 1 195 9/13/86 South of Pad D 15 15 111.5 93 1 Building Pad Areas 196 9/15/86 Building Pad ,L. 18 21 105.0 86 10 Test failed Material removed 197 9/15/86 Building Pad L 18 21 104.3 86 10 Test failed • ,• • Material removed 198 9/15I86 Building Pad L 18 21 - 105.2 87 10 Test failed - • -• -• - Material removed. Pavement Area 199 9/15/86 South of Pad D 17 14 111.4 93 1 200 9/15/86 South of Pad C 16 14 112.2 94 1 - 201 9/15/86 South of Pad B 15 14 112.6 94 1 202 9/16/86 South of Pad A 16 14 113.7 95 1 203 9/16/86 South of Pad D 17 114 111.4 93 1 204 9/16/86 South of Pad C 17 14 111 3 93 1 205 9/16/86 South of Pad A 17 14 112.4 - 94 1 206 9/17/86 South of Pad A 12 11$ 111 9 94 1 207 9/17/86 South of Pad B 13 6 111.4 93 1 208 9/17/86 South of Pad C 14 15 111 4 93 1 - Notes 1) "Compaction Curve No " refers to Table B. 2) Unless otherwise noted elevations shown are to nearest foot. 239-6E IX 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) (%) (pd) (%) Curve No. Remarks 209 9/17/86 South of Pad A 14 15 112.'2 94 1 210 9/18/86 South of Pad A 16 15 110.7 93 1 211 9/18/86 South of Pad B 16 15 109.8 92 1 212 9/18/86 South of Pad D 16 15 111.0 93 1 213 9/18/86 South of Pad B 17 14 111.0 93 1 Building Pad Areas 214 9 /18/86 Building Pad J 16 19 107.8 89 10 Test failed, Se #215 215 9/18/86 Building Pad J 16 18 10 94 90 10 Retest of #214 216 9 /18/86 Building Pad ,J 17 18 110.7 91 10 217 9/18/86 Building Pad J 18 17 111.8 92 10 218 9 /19/86 - Building Pad .H 16 . 15 110.6 91 10 219 9/19/86 Building Pad H 18 . 16 111.1 91 10 220 9 /19/86 Building Pad C 16 16 109.4 90 c 10 221 9 /19/86 Building Pad G 18 17 113.0 93 10 222 9/19/86 Building Pad J 16 17 110.6 .91- 2 2.3 9/19/86 Buiding Pad J 18 17 109.4 90 10 : 224 9/19 /86 Building Pad F 16 16 110.7 91 10 Notes 1) "Compaction Curve No." refers to Table B - 2) Unless otherwise noted elevationsshown are to nearest foot -, - 239-6E V V• V V - TABLE A - SUMMARY OFFIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-78, ASTM D3017-'78)- Approximate Water Dry Degree of Test V; Elevation Content Density Compaction Compaction - V No. Date of Test Test Locati&n (Feet) V(%) (pcf) .(%) Curve No. Remarks Pavement Area . V V V V VV V V V., 238 9/26/86 East of Pad R FSG 15 108 8 91 1 * 239 9/26/86 East of Pad R FSG 14 107.8 90 1 240 9/29/86 East of Pad S FSG 14 109.8 92 1 - 241 9/29/86 East of Pad Q V V -FSG 14 109.1 91 V 1 V • V V V V Building Pad Areas 2142 .- 9/30/86 - Building Pad L - 18 V V V 20 106•2: -87 V 10 V Test failed V V V V V V V Material removed V 243 9/30/86 Building Pad L .. 18 20- 107.5 88 - V .10 Test-failed V Material removed 244 9/30/86 Building Pad K 19 21 105.6 87 10 Test failed Material removed 245 10/1/86 Building Pad L 17 16 111.5 90 13 t- 246 246 10/1/86 Building Pad L 18 17 111.2 90 13 . 247 10/1/86 Building Pad L 18 17 111.3 90 13 248 10/1/86 Building Pad L 19 19 109.2 88 13 Test failed, See #254 249 10/1 /86 Building Pad L 19 19 108.8 , 88 13 Test failed, See 4255 250 10/1/86 Building Pad L 19 19 109.8 89 13 Test failed, See #256-i V •V Pavement Area V V V V - . '-" V - 250A 10/6/86 Rim Road - East of Pad E FSG 14 , 126.3 94 12 - Notes 1) "Compaction Curve No. refers to Table B 2) Unless otherwise noted elevations shown are to nearest foot - V V 31 "FSG" denotes finisI-i subarade -elevation. VV V V V - 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: 251 10/6/86 Rim Road - East of Pad F FSG 13 117.7 95 11 - 252 10/6/86 Rim Road - East of Pad C FSG 12 116i.5:- -'I 94 11, 253 1016/86 Rim Road- East of Pad J FSG 12 111901 96 11 Building Pad Areas - 254 10/6/86 Building Pad 'L 19 17 112.4 91 13 Retest of #248 255 10/6/86 Building Pad L 19 17 ,111.4 90 13 Retest of #249 256 10/6/86 Building Pad L - 19 15 114.9 93 13 Retest of #250 Pavement Area - - 257 10/6/86 Rim Road .- East of Pad ,E FBG 6 134.8 96 :- 111 -. 258 10/6/86 -- - •_t - .- Rim Road - East of PadJ FBC -.• 5 --- - 134.0 96 - -. 14 -- t ..- * -i 259 10/6/86 Rim Road - East of Pad -G FBG 4 134.4 96 14 260 10/6/86 Rim Road - Northeast of Pad KFBG 5 134.9 96 14 Sewer Line Trench Backfill 261 10/6/86 North of Pad B FSG-11 4 16 111.6 90 13 Lateral 262 10/6/86 North of Pad C FSG-1' 16 112.4 91 13 7 Lateral 263 10/6/86 North of Pad 'B - FSG 114 112.8 91 13 Lateral • • • - -. -. - - S - •.. •- - S _I. • Notes "Compaction Curve No--!' refers to Table B. Unless otherwise noted elevations -showA- are to nearest foot. . 0 :- • - 3) "FSG"denotes finish -subgrade. elevation.- • - • 4) "FBG" denotes finish base grade elevation - - 239-6E - : TABLE A -:'SUMMARY, OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or *AS M D2922-78. ASTM D3017-7fl Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No. Date of Test Test Location (Feet) (%) (pcf) (%) Curve No. Remarks Building Pad Areas 264 10/9/86 Building Pad E 16 17 113 7 91 11 Sewer Line Trench Backfill 265 10/9/86 Westof Pad A FSG-10' 14 110.3 91 10 Building Pad Areas 266 10/9/86 Building Pad E 17 16 112.7 90 11 Sewer Line Trench Backfill , 267 10/9/86 Southwest of Pad A FSG-9' 14 109.6 92 1 • - - V - Building Pad Areas 4 268 10/9/86 I Building Pad ,E , 19 15 113.9 91 11 4V Sewer Line Trench Backfill Southwest f Pad A 269 10/9/86 FSG-8' 14 108 9 91 1 270 10/13/86 West of Pad A FSG-7' 16 116 0 93 11 271 -'io/ij/86i East of Pad T -FSG-2' 14 103.6 83 11 Test failed, See #272 Lateral 272 10/14/86 East of Pad T FSG-2' 13 111.9 90 11 Retest of 4271 - Lateral 273 10/14/86 East of Pad S FSG-3' 15 107.8 86 11 Test failed, See #281 Lateral Notes 1) "Compaction Curve No." refers to Table B A 4 - 21 Unless otherwise noted elevations shown are to nearest foot 3) "FSG" denotes finish subgrade elevation 239-6E TABLE A - SUMMARY OF FIELD DENSITYTEST 10 RESULTS (ASTM D1556-64and/pr ASTM D2922-78, ASTM D3017-78) Approximate Water Dry Degree of Test - Elevation Content Density Compactionm Copaction No. Date of Test Test Location (Feet) (%) '(pcfLi (%) Curve No., Remarks 274 10/14/86 Eást of Pad S " FSG-3' 17 107.1 86 11 . .,.Test -failed,.. See #281 Lateral Building Pad Areas 275 10/114/86 Building Pad D 19(FSG) 11 114 8 92 11 276 10/14/86 Buiding Pad D 19(F SG) ' 14 118.1 95 11 Sewer Line Trench Backfill • .' : •• 277 10/114/86 - West of Pad 'A . '• FSG-5' ' - 15 112.4 -•. 90 .. . 11 ' - 278 10/14/86 West of Pad A FSG-14' 14 .117.5 • 94 11 • 279 10/14/86 Station 15+25 FSG-8' 14 108.2 87 11 Tst failed, See #282 280 10/14/86 Station 16+25 FSG-8' 17 101.5r 84 10 Test failed, See #283 281 10/15/86 East of Pad .,S FSG-3' 13 1 115.5 93 11 Retest of #'s 273&274 282 10/15/86 Station 15+25 FSG-8' 14 111.8 90 11 Retest of #279 283 10/16/86 Station 16+25 FSG-8' 16 109.6 90 10 Retest of #280 284 10/16/86 Station 15+20 FSG-61 14" 111.4 - 92 10 285 10/16/86 Station 14+50 FSG-6' 14 107.2 88 10 Test failed, See #286 286 10/16/86 Station 14+50 " FSG-6' 14 114.5 94 10 Retest of #285 287 10/17/86 Station 16+55 FSG-6' 14 112.6 93 10 288 10/17/86 Station 16+30 FSG-6' 14 112.0 92 10 Notes ) "CQmpac%Ion curve No " refers to Table B ij Un.ies otnerwise noted elevations shown are -to nearest foot. 3) "FSG" denotes finish subgrade elevation * 239-6E TABLE 'A - SUMMARY 'OF FIELD DENSITY TEST RESULTS (ASTMD1556-61$ and/orASTMD2922-78, 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 * .2 89 10/17/86 Station 18+40 FSG-2' 17 - 108 8 90 10 290 10/17/86 Station 17+10 FSG74' 16 108.8 90 10 291 I 10/17/86 - Station 16+00 FSG-4' 15 ' 108.91, 90 10 292 10/17/86 Station15+02 .. FSG-4' 15 114 1 94 10 293 10/17/86 Station 20+00 FSG-2' 15 - 99.7 82 10 Test failed, See #296 294 10/17/86 Station 19+40 FSG21 14 106.3 87 10 Test failed, See #297 295 10/17/86 West of Pad K FSG-2' 191 : 100.1 82 1Ô Test failed, See #298 L Lateral 296 10/20/86 Station 20+00 FSG-2' 15 109.11 90 10 Retest of #293 4* 297 10/20/86 Station 19+40 FSG-2' 14 114.5 94 10 Retest of #294 298 10/20/86 West of Pad K FSG-2' 14 116 1 96 10 Retest of #295 - ' - - - Lateral 299 10/20/86 Station 20+35 FSG 13 109.1 90 10 300 10/20/86 Station 21+00 FSG 13 1114.7 94 10 301 10/20/86* West of Pads K & L FSG-1' 16 112.1 92 10 Lateral -302 10/20/86 West of Pads K &L FSC 13 115.0 95 10 Lateral 303 .110420/8 1 6 Station 19+20 FSG 14 118.8 95 11 304 10/20/86 Station 17+60 FSC 15 112 2 90 11 Notes 1) z; "Compaction Curve No." refers to Unies otherwise noted elevations Table B. shown are to nearest foot. t 3) "FSG" denotes finish subgrade elevation 239-6E .1 - .- TABLE A - SUMMARY OF FIELD DENSITY - TEST RESULTS (ASTM D1556-6L4 and/or ASTM D2922-78, ASTM D30I7-78) Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No. Date of Test Test Location * (Feet). . (pcf) Curve No. Remarks 305 10/20/86 Station 16+50 4FSG-2' 14 112.6 90 11 306 10/20/86 Station 114+90 FSC-2' 14 115.6 93 11 307 10/20/86 Station 12+60 FSG-2' 14 119 3 96 11 308 10/20/86 Station 10+90 FSC-2' 14 114.7 92 ( Ii 4 -. . .-.., -.• .,. .. - :-..- -•-. '- .. -- 309 10/20/86 Station 16+40 'FSG 14 -. 114.1 . 92 11 310 10/20/86 Station 15+20 FSG 114 113.0 91 11 311 10/20/86 Station 12+10 FSG 13 120.8 97 312 10/20/86 South of Pad J FSG-1' 13 115.8 93 11 Laterals Storm Drain Trench Backfill 313 10/20/86 East of Pad R FSG-2' 11$ 111 9 90 11 '4 314 10/21/86 South of Pad J FSG-6' 13 115.7 93 11 - 315 10/21/86 East of Pad Q FSG-2' 13 108.6 92 4 316 10/21/86 East of Pad J FSG 13 114.9 92 11 317 10/21/86 West of Pad J I FSG-0 5' 15 112i.8'91 - 11 - - ;. - . - - - - 4 318 10/21/86 South of Pad C FSG-0 5' 13 110.7 91 10 319 4 10/21/86 South of Pad C%. FSG70 5' 12 112 0 92 10 4 . 4, 4, 4I• Notes 111Compaction Curve No." refers to Table B Unless otherwise noted elevations shown are to nearest foot "FSG" denotes finish '4 ubgrade elevation. 239-6E TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM 01556-64 and/or ASTM D2922-78 ASTM D3017-78) Approximate Water Dry Degree of Test Elevation Content be Compaction Compaction No. Datè ofTest, " TestLócátion (Feetr (%) (pcf), .(%) Curve No. .Remarks Sewer Line Trench Backfill 320 10/21/86 Northwest of Pad A FSG-6' 14 112.2 90 11 Manhole #2 321 10/21/86 Northwest of Pad A FSG-'i' 14 113.5 91 11 Manhole #2 322 10/22/86 V . V North of Pad B FSG-7' . 15 . 112.2 S •' 'V 90 11 / - 323 10/22/86 North of Pad A FSG-5' 16 110.4 89 11 Test failed, See #325 324 10/22/86 Northwest of Pad ,A -. FSG-2' 16 ' 106,6' . 88'. . 10 Test failed, See #326 • * . . .. V ' - '-• Manhole 42. . 325 10/22/86 North of Pad A FSG-5' 15 118 0 95 11 Retest of #323 326 10/22 /86 Northwest of Pad A FSG-2' 14 113.3 93 10 Retest of #324 V - •. V V V V Manhole-,#2' V - . . Building Pad Area 327 10/22/86 Between Buildings K & L 18 17 1114.3 92 11 WaterLine Trench Backfill 328 10/22/86 West of Pad L FSG-2' 13 104.3 86 10 Test failed - -, Material removed 329 10/23/86 North of Pad B FSG6' 11 96.8 80 10 Test failed, See #332 Manhole #1 330 10/23/86 North of Pad B FSG-8' 10 97.5 80 10 Test failed, See #331 t Manhole #1 V •V 5, . V V. . . - V ".Notes.:,1) "Compaction Curve No. refers to Table B. Unless otherwise not elevations shown are to nearest foot "FSG" denotes finish subgrade elevation - 239-6E - . . . TABLE A -'SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-614 and/or ASTM D2922-78, ASTM D3017-78) Approximate Water Dry Degree of Test ... . 0 Elevation Content. DeAsity Compaction Compaction No. Date of Test Test Location (Feet) (%) (pcf) (%) Curve No. Remarks 331 10/23/86 North of Pad B FSG-8' 13 111 7 '92.10 Retest of #330 Manhole #1 332 i0/23/86 North of Pad B FSG-6' 11 115.1 95 i 10 Retest of #329 Manhole #1 0 S Building Pad Areas . . 0 00 333 10/23/86 0 Building Pad 'K 18 14 113.4 93 0 10 3314 10/23/86 Building Pad K 19 21 107.V 88 10 Test failed, See #335 335 10/23/86 BuildIng Pad K 19 14 112.4 93 10 Retest of #'s 2448334 336 10/23/86 Building Pad K 20(FSG) 11 117 0 96 10 337 10/23/86 Building Pad K 20(FSG) 8 109.7 90 10 0 - 0 338 10/23/86 Between Pads K & L 20(FSG) 10 115.3 95 10 339 10/23/86 Building Pad 'L 20(FSG) 15 112.6 93 10 340 10/23 /86 0 Building Pad .l_ 20(FSG) 13 119 5 94 7 0 • 0 - Planter Backfill 0 - 0 0' 341 10/28/86 South of Pad D; 0 FSG-2' 7 . 116.2 . 96 10 Building Pad Areas 342 10/29/86 Building Pad N 17 18 112.1 89 5 Test failed Material removed Notes 1) Compact Ion', Curve No. refers to Table B. Unless otherwise noted elevations shown are to nearest foot "FSC" denotes finish subgrade elevation. - - '- 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) (%L 'o-, (%) Curve No. Remarks 343.10/29/86 Building Pad M 18 17 113.2 90 5 3144 £ 10/31/86 Building Pad N 16 15 -.115.7.' - 92 5 345 10/31/86 Building Pad N 16 17 115.2 91 5 346 11/1/86 Building Pad N 17 14 100.1 82 ' 10 Test failed, - See #34 347 11/1/86 Building Pad N 17 14 106.3 87 10 Test failed, See #34 348 11/1/86 Building Pad N 17 13 3 -112'. 92 10 Retest of #15 346&34 F 349 11/1/86 Building Pad N 17 8 108.8 90 10 350 11/3/86 Building Pad N 18 9 109.0 90 10 Water Line Trench Backfill 351 11/3/86 Station 22+65 FSG71' 14 109.0 90 10 352 11/3/86 Station 21+90 FSG-V 11 -109.3 90 10 353 11/3/86 Station 19+50 FSG-1' 11 110.2 91 1o.- 354 - 11/3/86 Statidn 18+00 - FSG-1' ' 14 112.0 92 10 - .-.- - --: ..-- • 355 11/3/86 Between Pads M & P FSG 12 109.5 90 10 Service 356 11/3/86 Between Pads N & P FSG 12 109 5 90 10 Service I. - --.• .-- - - Planter Backfill - 357 11/3/86 . South of Pad D FSG 11 112.4 93 10 Notes 1) "Compactioni. Curve No refers to Table B. Unless otherwise noted elevations shown are to nearest foot. "FSG" denotes finish subgrade elevation. •- • •• • - .-. - • - - - • - - - •- - • . ., * .• 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 Building Pad Areas 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 Water Line Trench Backfill , 0 ., t,. - - 360 11/4/86 Station 17+00 FSG-1 15 108.8 901 10 361 11/4/86 Station 16+00 FSGV 12 108.9 90 10 362 11/4/86 Station 15+00 'FSG-V`! -14 109.0 90 10 Building Pad Areas 363 11/5/86 , Building Pad N 19(FSG) 9 109.7 96 . 15 ( - . 0 * I *• 364 11/6/86 Building Pad A 15 15 112.0 90 11 365 11/6/86 Building Pad ',A 18(FSG) 13 121 1 95 7 366 11/6/86 Building Pad A 18(FSG) 10 117.3 92 7 367 11/6/86 Building Pad B 18(FSG) 12 120.3 94 7 368 11/6/86 Building Pad C 18(FSG) 11 123.4 97 7 369 11/6/86 Building Pad C 18(FSG) 14 120.7 95 7 370 11/6/86 Building Pad D 19(FSG) ,10 113.2 -Al 11 4 5 371 11/6/86 Building Pad D 19(FSG) 11 118.7 95 11 0 -, , - . 0• . - - - •0• • Notes 1) "Compaction Curve No." refers to Table B Unless otherwise noted elevations shown are to nearest foot. A"FSG" denotes finish subgrade elevation -: 0 , , .- 0 - - 00 0 • .• . - - • 239-6E TABLE A - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTMD1SS6-64 and/or ASTM D2922-78 ASTM 03017-78) Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction 'No. Date of Test ' Test Location (Feet) (%) (pd) (%) Curve'-,No.- Remarks 372 11/6/86 'Budding Pad D 19(FSG) 10 119.1 93 7 373 11/6/86 Building Pad D 19(FSG) 11 118.1 93 7 .374 11/6/86 'Building. PadE - '' 20(FSG) '- 7 '' 116.2 . 91 . .7 375 11/6/86 Building Pad E 20(FSG) 7 .112.1 90 11 376 11/648611.Building Pad F 20(FSG) 10 119.9 96 11 377 11/6/86 . Building Pad F 20(FSG) 11' 111.5 90 11 378 11/6 /86 Building Pad F 20(FSG) 11 116 6 914 11 PS 379 . ', 11/6/86 5'• . Building . Pad F - . .- S 20(FSG) ' 12 S 118.0 95 . . .' 11 380 11/6/86 Building Pad G 20(FSG) 11 1214.6 98 7 381 11/6/86 . Building Pad G 20(FSG) 12 123.7 97 7 382 11/6/86 BuildIng Pad H 19(FSG) 12 120.8 95 7 383 11/6/86 Building Pad H 19(FSG) 12 123.2 97 7 3814 11/6/86 Building Pad J 19(FSG) 7 112A 90 11 385 11/6/86 Building Pad J 19(FSG) 7 112.4 90 11 386 1 1/6/86 Building Pad ,!J 18 15 121.7 95 7 387 1 1/6/86 Building Pad H 18 15 114.8 92 11 'S 388 1 1/6/86 Budding Pad C 18 16 112.5 90 11 - 5 ..t -, .5. --- - -: 5. 5_ - -• -S -• Notes 1) "Compaction Curve No." refers to Table B 2) • Unless Otherwise noted elevations shown are to' nearest. foot. - - . • - 5 3) "FSC" denotes finish subgrade elevation 239-6E -. -. ... . . . . . - - TABLE , - SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM .D1556L.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 389 11/6/86 Building Pad F 18 15 111.5 90 11 .4.. ...-. 390 11/6/86 Building Pad E 19 - 12 112.5 90 11 391 11/7/86 Building Pad D 17 13 114.5 92 11 392 11/7/86 Building Pad ,..0 16 13 114.4 92 11 393 11/7/86 Building Pad B - 17 12 112.6 90 11 394 11/7/86 Building Pad B 18(FSG) 9 114.11 92 11 395 11/7/86 Building Pad M 16 11 115.5 93 11 396 11/7/86 Building Pad M 18(FSG) 8 109.9 96 15 397 11/7/86 Building Pad M 18(FSG) 7 109.7 96 15 398 11/7/86 Building Pad Q 16(FSG) 11 119.4 94 7 399 11/7/86 Building Pad Q 16(FSG) 10 124.3 1, 97 7 400 11/7/86 Building Pad R 16(FSG) 10 122.0 96 7 401 11/7/86 Building Pad R 16(FSG) .10 1214.2 97 . 7 402 11/7/86 Building Pad S 16(FSG) 11 117.0 93 6 403 11/7/86 Building Pad S 16(FSG) 14 121.1 96 6 J. 404 11/7/86 Building Pad T , 16(FSG) 12 113.9. 90 6 405 11/7/86 Building Pad T 16(FSC) 13 126.3 99 7 1 - .- . .. I * - '4 - . . . -- --• Notes 1) 'Compaction Curve No." refers toTable B. Unless otherwise noted elevations shown are to nearest foot "FSG" denotes finish subgrade elevation. 239-6E 4 TABLE LABORATORY COMPACTION TEST RESULTS (ASTM 131557-78) Compaction Maximum Opiimum Test Description , Source of Dry Density Water Content v (Cure) No of Material Materia l (pcf) (%) 1 SANDY CLAY (CL), On-site 119.4 13' -' dark,,grayish brown ,. 2 SANDY CIA" (CL), 40n-site 120 .4 , 13.5 dark . 3 SILTY CLAY (CH), On-site 109.4' 17.1 dark gray 4 4 SILTY-SANDY CLAY On-site 118.5 14.0 (CL), gray S CLAYEY SAND (SC), On-site 126.0 10 0 grayish brown 6 CLAYEY SAND (SC), On-site 126.0 - 10 0 light yellowish brown .. 4 7 CLAYEY SAND (SC), On-site 127 5 .9 .5 grayish brown 8 SILTY SAND (SM), On-site 121.0 .121.4. -...: .,. .:,... - yellowish brown . . .. . .: .9 . CLAYEY SlLT-CLAYEY On-site: 124.7. .: 10.5 SAND (ML-SC), gray 10 CLAYEY SAND (SC), On-site 121 5 11 7 brown. . : . .. . . 11 CLAYEY rSANC1(SC), On-site 124.5 10.5 tan r 12 WELL GRADED GRAVEL On-site 134.8 7 7 ' (GW), brown 13 SANDY CLAY --CLAYEY On-site 123.5 10 7 . SAND (CL-SC);, grayish brown - .4: - 14 . . . . . .. WELL GRADED GRAVEL . Import . .. A40.0 . - . .- 6.1 .(GW), gray, Class r2 . . .- . Aggregate Base .. ... p . -. • .' .,I • . ..•. - .- .- 15 SILTY SAND (SM), Import 114.0. 14 8 yellowish brown • .-:. .. ..-. .. ... .. • ..... .,. •.•- .#. .. ,. 'I ...• _,- •.. 4 I - .4. ,• . . I ... - -,. . . . 1 'I ,.. . . '. I I I I,..:. :. . I PRELIMINARY GEOTECHNICAL INVESTIGATION I FOR I CARLSBAD-OCEANSIDE, NORTH COUNTY PLAZA CALIFORNIA APRIL 1982 :1 I '.1 .'................ I I I ... .. I I I 0; 0 . '. '• 0 . r I I I PRELIMINARY GEOTECHNICAL INVESTIGATION I For ,...................., , 0 0 0 I , NORTH COUNTY PLAZA Carlsbad-Oceanside,-California 'I " '. 'H '.::•' " 0 I To 0 , ' HIUGHES INVESTMENTS c/o SGPA Planning & Architecture P 0 Box 33326 San Diego, California I 1 April 1982, 0,1'..' . .: , 0 0 .0 .0 . 0 .00 : H,':',' ; .• .. •,..O 0' I I 1 ' . 0 0 ' •o 'o ' ' . .. '' 0' , 1 0, ..: ':H•.. 0' I I . . TABLE OFCONTENTS Page No I Letter of Transmittal Title Page Table of Contents I INTRODUCTION 1 SCOPE 1 I SITE CONDITIONS 1 :. A. Site History - . B. ---Surface ... . :. 2 . C. Subsurface . . ..........•. . . .. . . 3 I D. Seismic Considerations . 3 E. Groundwater . . .4. .I CONCLUSIONS AND RECOMMENDATIONS . . . .. 04 A. Preliminary' Earthwork Recommendations . I : 4 1. Preparation for Filling .. . . . 4 .- 2 Fill Adjacent to Existing Sewer 5 I 3 Installation of Settlement Monuments 5 4. Dredge Fill Materials 0 .5 . Compaction 0 0 0 5 I s. B Foundations 6 1 One and Two-Story. Structures 1 6 - 0 ,7 I . 2. Driven Pile Foundation s 0 - . 3 Drainage Pipes 8 C Pavements 8 Figure 1 - Site Plan APPENDIX A 7.:F I ELD INVESTIGATION A-i I Exploratory Figure A-i- Key. to.Exploratóry Boring Logs,.,. Boring Logs 1 through 8 : BIBLIOGRAPHY . . . 0 . ;.' 0 . •0 I' H. -H. •00 I: -. .. I I....... -: -• :. -' II I I -. 0 . .; :,,. . PRELIMINARY GEOTECHNICAL INVESTIGATION' I FOR .I. NORTH COUNTY PLAZA CARLS V V V V BAD-OCEANSIDE,VCALIFORNlA , -V - INTRODUCTION In this re t, we present the results of our Orelimin,iiry geotechiical investi- V I gatidn for the subject site located southeast.of the intersection of State V V Highway -78and Marron Road.-,- The northern portion ofthe site -(about 8 acres). -t V is, located' in the City, of Oceanside and ,thersouthern portion of the 'site' (about - I V V -.16 acres) isjocated in 'the City àf Carlsbad. The purpose of this investiga-V .tion ws to develop general g information rearding'fou'ndation conditions at the V V , site for use in the preliminary planning stages of the project. V It is our understanding most of the site will probablj bedeveloped '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 I building pads will, be established at a minimum elevationof +19, requiring up to' 14 feet of fill in most '-portions of the site. 'Dredged material from' the V V ,Buena VistaL'agoon may be spread on the site, and dried for use as'fill in' I , non-building areas. . Drainage pipes will be' placed in .the two north-south V trending channels in the northern portion, of the site and the channels will be V backfilled. In addition, the north-south trending channel along the -east I boundary of the southern portion of the site will be backfilled SCOPE. V' V , •, V ' ' V. I . 'The scope of 'w Vork erformed 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- I V •face exploration program, engineering analysis of previous settIemert and field 'data,. and the preparation of this repott. The data obtained and the analyses ' V V performed were fort the purpose of providing preliminary design and construction V criteria related to the geotechnical engineering aspects of the proposed devel- I -. opment. • V , V , - SITE CONDITIONS' A Site History I . V The site was originally overgrown with tule bulrushés. Grading under the - observation.of LeRoy Crandall and Associates began in January 1968 when the ' V V surcharge,, fills from the Phase I development of the existing Plaza Camino Real V - 1 I, 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 of the site. A man-made closed basin, with a plan area of roughly 40,000 square I 239-6 Page 3 I feet, is present in the southwest, adjacent to Marron Road (Area B on site plan). I 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, I 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 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 14 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 143 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 site. 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. Although research on earthquake prediction has greatly increased in recent I 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 I I 239-6 Page 4 I 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 I include seismically induced waves such as tsunamis and seiches, inundation due to dam or embankment failure, landsliding, lateral spreading, differential compaction, and ground cracking. I Another potential hazard which can result from strong earthquake ground shaking is soil liquefaction. Based on our preliminary analysis, some of the natural I 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 I severe architectural damage but the possibility of structural failure is remote. E. Groundwater I Free groundwater was encountered in all the exploratory borings at the time of drilling at depths of approximately 14 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 I have been evident at the time of our field investigation. lb CONCLUSIONS AND RECOMMENDATIONS I 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 I 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 I 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 I 1. Preparation for Filling I 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 I 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 1 239-6 Page 5 I 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 I the resulting subgrade be compacted with rubber tired equipment to minimize infiltration of water from the dredge materials. I 2. 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 I 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. I 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 • I 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 I 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. 4. Dredge Fill Materials It is our understanding that approximately 85,000 cubic yards of dredge material I 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 I 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 I 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 I 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 I addition, the lime treated soils would possess much better pavement subgrade qualities. I 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 I — . .. 239-6 ...'' .. S Page 6. I compacted in uniform horizontal lifts Before compaction begins, the fill should be broight to a water content that will permit proper compaction by -, either 1)aerating and/or lime treating the fill if it is too wet, or, 2) 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 B. tr n: : I 1 One and Two-Story Structures - Based on our review and, 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 I 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 I fill With the exception of the areas labeled A and B on the site plan, we estimate I 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 I 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 I of loading conditions Based on the 'p'recedin'g, *it is our opinion that diffréntial settlements for , proposed one'and two-story buildings supported on footing foundations and a I 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 V I approximately elev6tion..+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 I ' Within the coñstraintsSoutlined above, wet recommend thatproposed one -and two-story buildings be supportédon conventional, individual-spread and/or -. S continuous footing foundati6ns bearing on well-compacted-fill material: All I . footings, should be founded at' least 18 inches below the l6west 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 I 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 I adjacent utility trench V • V V At the rcomm'.erideELdepVthJQotings may be 4 - I suresof, 2,000 pound persqu foot'.ficombined dead and_-ve!jjoa4? footings should, however; have a minimum width of 12 inches AllThontinuous footings should I contain top and bottom reinforcement to provide structural continuity and to I I H H I I I I I I I I 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 (preloading) 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, final grade, and building size. Alternatively, driven pile foundations could be utilized with a reduced surcharging program. 2. DriveA Pile Foundations Buildings which are higher than two stories or which have individual column loads which exceed about 150 kips 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 Toot. The depth to rormationai . material encountered in the exploratory borings and the anticipated lengths for I piles -driven in the vicinity of the borings is presented in the following table. Exploratory Depth.to Formational Anticipated I Boring No. Material (ft.) Pile Length (ft.) 1 124 129 2 106 . 111 I 3 131 136 4' 55-1/2 60-1/2 I s 6 4t 102-1/2' 124 107-1/2 129 7 75 80 8 58. . 63 I 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 anticipated settlement of the surrounding ground surface relative to the structure. I.. 239-6' - ' Page I • Drain.ge Pipes It:15 our understanding that 42-iñch and'double 48-inch drainage pipes will be. I 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 1 ' before;intallation 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 coated steel pipe be used in lieu of concrete pipe due to the I anticipated settlements. C. 'Pavements I In our opinion the proposed dredge fill materials would provide suitable support for pavements after they have been dried and properly compacted. However, due' 4t0 their inherent poor pavement subgrade characteristics, it will be necessary to utilize heavier, than normal pavement structural sections For preliminary planning purposes we estimate that the pavement sectios should I .. 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 - I * subject, to truck traffic. Detailed, pavement section recomrendations should be ' developed, at the completion of rough grading-based on the -results of R(Resis- "tar1ce)-value tests,, performed on samples of the subgrade'soils actually, exposed. .1 : - I * ' : ' , -.- ,. , - I A-i I APPENDIX A FIELD INVESTIGATION . / I The field investigation consisted of a surface reconnaissance and a subsurface exploration pr6gram using a truck-mounted, continuous-flight auger. Eight exploratory borings were drilled during the period of February 5 to March 5, I .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 - I .. . System (ASTMp287). Logs of the borings as well as akey, for soil classifi- cation are included as part of this appendix The boring locations shown on 4 the' site plan'were estimated from topographic features depicted on an A L.T A. I survey of the site prepared by Rick Engineering Company based on aerial photo- graphy .dated August 1979 - : - •. Representative samples were obtained from the eploratory borings at selected I 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 I 140-pound hnimer- dropping through a 30-inch- free fall. 11 The sampler was driven maxi mum- 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 acdirnu- ' I 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.sampIer 18 inches into the soil using a140-pound hammer: Boring log notations for the standard split spoon, California sampler, and Shelby I tubes as well as for jar samples taken from auger cuttings are indicated below. - - - I- Standard Split Spoon-Sampler California Sampler I •• - - . "x" indicates a jar sample taken - Shelby Tube - - from auger cuttings 1 - 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 - 1 • - - *-_ -. - I. - •IZ U -s .5---- •--, •--i. -. - .•- I -.- -- -. • . . • I •.. • --• - •5 •- -• 0 •... •. •. - • PRIMARY DIVISIONS GROUP SECONDARY DIVISIONS SYMBOL GRAVELS CLEAN GW Well graded gravels, gravel-sand mixtures, little or no GRAVELS fines. . GP Poorly graded gravels or gravel-sand mixtures, little or. (I) W 0 MORE THAN HALF (LESS THAN o W 0 c'.i OF COARSE 5% FINES) no fines. ________ GRAVEL GM Silty gravels, gravel-sand-silt mixtures: non-plastic fines. (4 ' FRACTION IS W OLL2 w LARGER THAN WITH z < NO. 4 SIEVE FINES GC Clayey gravels, gravel-sand-clay mixtures, plastic fines. O > . SANDS CLEAN SW Well graded sands, gravelly sands, little or no, fines. SANDS w (n Zwu Cr MORE THAN HALF (LESS THAN SP. 5% FINES) Poorly graded sands or gravelly sands, little or no fines. i- —J OF COARSE ____________ SANDS SM Silty sands, sand-silt mixtures, non-plastic fines. 0 W () u, FRACTION IS - SMALLER THAN WITH NO. 4 SIEVE FINES SC Clayey sands, sand-clay mixtures, plastic firies. w ' SILTS AND CLAYS ML lnoraanic 'silts and very fine sands, rock flour, silty or' clayey fine sands or clayey. silts with slight plasticity. 0 (I) —J _J U.; < LIQUID LIMIT IS C 1 Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. 0 LESS THAN 50% 01,. Organic silts and organic silty clays of low plasticity. w z Z0 SILTS AND CLAYS 'MH Inorganic sills, micaceous or diatomaceous fine sandy or - Silty soils, elastic silts. Uj Fr Lii LIQUID LIMIT IS CH Inorganic clays of high plasticity, fat clays. 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 12° I SAND I GRAVEL I I SILTS AND CLAYS I COBBLES IBOULDERS I COARSE .1 I FINE . I MEDIUM FINE I COARSE I I GRAIN SIZES SANDS.GRAVELS AND NON-PLASTIC SILTS 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 1/2-.1 4-8 STIFF 1-2 8-16 VERY STIFF . 2 - '4 16 -32 HARD OVER 4 OVER 32 RELATIVE DENSITY ' CONSISTENCY Number of blows of 140 pound hammer failing 30 inches to drive a 2 inch O.D. (1-3/8 inch ID.) split spoon (ASTM D-1586). *Unconfined 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 Soil. Foundation & Geological Engineers Carlsbad-Oceanside, California ROJECT NO. DATE Figure E!239-6 April 1982 DRILLRIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.) LOGGED BY J DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8 Inches 1DATED±a.. 3/14/82 DESCRIPTION AND CLASSIFICATION (FEET) << DEPTH FL <O> W DESCRIPTION AND REMARKS S BOL COLOR CONSIST . CLAYEY SAND and SANDY gray- medium SC J_ CLAY (fill) ish brown dense/ stiff CL 2 - . - --4 . -- -x -6- FILL f brown - - SILTY SAND (fill?) gray very . SM loose - - - - 6 - 12 - 14- 16 -18- 2 - 0.16 SILTY CLAY with thin inter- bedded. layers of SILTY SAND . gray- ish soft Cl-I f brown and - 22±7 gray... -26 - -28 - - 30- - 13 0.19 -32- - 36 38 Note The stratification lines represent the approximate boundary between material types and the transition may be gradual - 40-1 -fl EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil Foundation 6 Geological Engineers Carlsbad-Oceanside, California PROJECT NO. DATE BORING - - ,.. . NO. 1 (pg. 1) 239-6 April 1982 DRILLRIG ContinuoiIs.Fiight Auger SURFACEELEVATION 16 (approx.) FL0E .JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED - 3/4/82 - DESCRIPTION AND CLASSIFICATION cc • Zw.. 00~ - iu O LU DEPTH 0. (FEET) << w <(>LL DESCRIPTION AND REMARKS SYM SOIL COLOR CONSIST,TYPE LU BOL S SILTY CLAY with thin inter- gray- soft CH 13 0.18 bedded layers of SILTY SAND . ish -42 . . brown • and - - 44 gray -46 - -48- • . —50— . 6 0.23 - S •• 52 - -x -56- - ______________--58 SANDY CLAY gray stiff CL - - :. —60- 10 62- -66- -68- . very - _[ 18 • stiff.. - 72 - - -74 - - -76- 5 S -78- Note: The stratification lines represent the approximate . - - - boundary between material types and the transition may —80— 5 be gradual. EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil. Foundation 6 Geological Engineers S Carlsbad—Oceanside, California - PROJECT NO. DATE BORING • S . • • 5- NO. (pg. 2) 1 • 239-6 - April 1982 DRILL RIG, Continuous. Flight Auger •SuRFAcEELVATlON• 16 (approx.)I LOGGEDBY. .... JB DEPTHTOGROUNDWATER Not Established BORING D!AMETER 1, Inches. DATE DRILLED' 3/14/82. - . . - DESCRiPTIONANDCLASSIFICATION . • - .• . DEPTH (FEET) zw__ <<u5 co - uJ • z Cl) .'w i- co 3 cr DESCRIPTION AND REMARKS S BOL COLOR CONSIST SOIL :- TYPE SILTY .SAND • - -. :gray medium SM -. - 142. and . dense- 82 - gray- dense ish -84- • brown ' . . • . . . 86 - 88 medium - -20 dense 92 - •• : -94 - 98 10 .116 • -: .- : -102- . . -108- 10- 25 -114- . —1,164- 71,18 •• . Note: The stratification lines represent the approximate. boundary between material types and the transition may - . . -1 20- . -• be gradUal. . .. . . . • . .- . EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES-. . NORTH. COUNTY PLAZA Cons,l:in Soil. Foundolion & Geological Engineers • Carlsbad-Oceanside, California OJECT NO. E-239-6 DATE • BORING NO. . (pg. 3) . . . . - • - April 1982 DAILLRIG Continuous Flight Auger SURFACE ELEVATION 16(approx.)I LOGGEDBY JB DEPTHTO.GROUNDWATER Not Established BORING DIAMETER., 8 Inches IDATE DRILLED:_1 3/L/ - DESCRIPTION AND CLASSIFICATION . E . F DEPTH (FEET) <<ui w DESCRIPTION AND REMARKS OL COLOR CONSIST . C" SILTY SAND . .. gray medium SM. -; - 27 * - dense 122- olive hard CH 1247 . ____________________ SILTY CLAY. (formational mudstore) 138 126 Bottom of Boring = 126 Feet . -- - ' -... - ••. - .• .- • - - Note: The stratif ication lines represent the approximate - boundary between material types and the transition may - - - begradual. . -- - EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil, Foundation 6 Geological Engineers : 4 Carlsbad—Oceanside. California PROJECT NO.. DATE 'BORING - NO.. 1 (nci 4)' -• 239-6 - - April_1982 . 1 . • -. . . t -.. * • -- . • I . - • -, • -I..-. •.. • • -- -. • DRILLRIG Continuous Fiight -Aigér. SURFACEELEVATIO 21 .(approx.)I LOG GEDBY -': LTJ DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches IDATE DRILLED 2/5/82-1 . DESCRIPTION AND CLASSIFICATION • - DEPTH (FEET) << w z m <>' ug30 ' .'• .'•• - DESCRIPTION AND REMARKS S COLOR CONSIST SILTY SAND and CLAYEY gray-: ' medium SM - SAND with scattered'.. ish dense SC 2 - X :. cobbles (fill) ' - 'brown - - - 4 XI -8 -36 —X .34 14. • S S - -16- I. ,.- FILL' . . : -18- CH .• S SILTY CLAY . . . soft -20--- y 8 0.17 . •' -- . 22 - . - -' • . -26- . S • 28.- - -30 -T 0.22 32 38 Note: The stratification lines represent the approximate boundary between material types and the transition may 40- be gradual. . . , . '• S I EXPLORATORY BORING LOG - ROBERT PRATER ASSOCIATES' -. N0RT1-1 COUNTY PLAZA Consulrin'g Soil. Foundoion & Geological Engineers - ' Carlsbad—Oceanside, California - PROJECT NO. DATE • BORING • • • • ' • , • • • NO. 2 (pg.1) S 239-6 - April 1982 5 - _5 - . . • DRILLRIG Cóntinuous.'Flight Auger SURFACE ELEVATION '21. approx.)I:L0GGEDBY. LTJ DEPTHTO'GROUNDWATER'NOt Established BORING DIAMETER .8 lñcIés DATE DRILLED 2 /5 /82'. DESCRIPTION AND CLASSIFICATION ' 'zw 'Uj -0 w ' ° DESCRIPTION AND REMARKS COLOR CONSIST (FEET) SILTY CLAY : . . gray 'soft CH - 42 - '44 7 46 - • ' ' ''. 48- 0.21 52.11 -56- -58- • -60- (some thin layers of' silty - 16 and clayey sand from 61 to - 62 - JO feet). '' ' • . 64 ' • . ' . ' -66-• ' • , ., : ' -70- ' • 7?' -74 ' •• '. ' , -76- -78- , Note: The stratification lines represent the approximate ' . •• ' , - ' ' . -' boundary between material types and,the transition may , —80 - be gradual: EXPLORATORY BORING LOG ROBERT PRA TER ASSOCIATES ' " , NORTH. COUNTY PLAZA' 'Consulting Soil, Foundation & Geological Engiteers • , • CarIsbad-Ocean side, California ' .' .. ' PROJECT NO. • ' • DATE ' , BORING • ' NO; '2 • (pg. 2) '• , ' ' " 239-6.. April 1982' •' DRILLRIG Continuous Flight Auger SURFACE ELEVATION' 21 (approx.) LOGGEDBY LTJ DEPTH TOGROUNDWATER Not Established BORINGDIAMETER 8 Inches DATEDRILLED 2/5/82 DESCRIPTION AND CLASSIFICATION - (FEET) zw__. - w co DESCRIPTION AND REMARKS SB',jj COLOR CONSIST. SILTY CLAY . gray soft CH - - 82 -- 84 - 86- -88- --90- 1 14 SILTY SAND gray medium SM -. - dense. - 92 - 94- 96- 98 —100-- -10271 104'- X 106: SILTY SAND (formational gray very SM sandstone) dense - - -108 - • -110-121 • -112- - - .1 • -114- 106 5 • _____ _____ 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 ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil. Foundation & Geological Engineers Carlsbad-Ocean side, California PROJECT NO. DATE BORING NO. 2 (pg.. 3), 239-6 April 1982 DRILL RIG Continuous Flight Auger SURFACE ELEVATION_ 17- approx.)-I LOGGED BY - LtJ DEPTH TOGROUNDWATER Not Established BORING DIAMETER : 8 Inches DATE DRILLED 3/1/82 DESCRIPTION AND CLASSIFICATION - z w _.. Z wcr w DEPTH (FEET) << <(>a : Wo tr DESCRIPTION AND REMARK SYMS - COLOR CONSISTBOL.. . w CLAYEY SAND with'. scattered ' gay-' medium SC cobbles (fill) ish -. dense - 2. x' brown - V V\ . o- ><32 12 - X - SANDY CLAY (fill) 'dark soft- CL gray- X -:- .. . • _______ br.wn is h . firm 14 SM SILTY SAND (fill) gray loose FILL Li 'V. 1 6 - - - V 1 SILTY CLAY . , black soft CH 'gray . -- - • . * —20— • 0.13 .- 24 . . - • -.28- V V 0 . SILTY SAND. • V gray - medium SM • V dense 14 -J_1-3 V V : V V - 'L36 .- -,'38 • V Note: The stratification lines represent the approximate . V V • V - • boundary between material typesand the transition may • -40 - - V be gradual. ., - • V V. - V _______ V . . •• V EXPLORATORY BORING LOG V • V - NORTH. COUNTY PLAZA V - ROBERT PRATER ASSOCIATES .. V Consulting Soil. Foundorion Geological Engineers • V V Carlsbad-Oceanside, California PROJECT NO. DATE * BORING - • V V • NO. 3(-i 1) . V V V •. --.. V - 239-6 April 1982 -. . VU ••V DRILLRIG Continuous FIightAuger SURFACE ELEVATION •17 (approx.) LOGGED BY V .LTJ E DEPTH TOGROUNDWATER Not Established BORING DIAMETER V81nches DATE DRILLED DESCRIPTION AND CLASSIFICATION cr -zw__. t .- _..uj DEPTH (FEET) <<u3 W <O> Z cc e. .. • - DESCRIPTION AND REMARKS BOL COLOR CONSIST Interbedded SILTY CLAY and gray! soft- CL - 5 009. SANDY SILT 7 dark firm ML - 42 - V - ••• . gray ,,,- ;. _ 144 - - 46 VV - - V •. - V V .48 J. • - : •. - 050-- .1:5 ; 0.114 ;S I LTY CLAY •. dark soft. CH gray .: -52 54 V 4 5 • .5 -V - •V V• a. V 56- .. 58 - V.- - - -6O—r 62 - 13 0.26 SILTY SAND gray medium - SM dense - - 64 66 68 - V • S. - V • - V I25 • -• 72 T. - V -. 74 4 . • 76 t 'S - • -- . .-• 78 -- .i. Note: The stratiticatiân lines represent the approximate . • . - boundary between material types and the transition may V • . -80 - - V V be gradual. V V •S EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES. V • NORTH. COUNTY PLAZA S . - Consulting Soil. Foundation & Geological Engineers - V Carlsbad-Oceanside, California V • - PROJECT NO DATE BORING V .. • V .:V. NO. 3(pg 2) . . • . - • . 239-6- V April. 1982 • - VS. DRILLRIG Continuous Flight Auger SURFACEELEVATION 17 (approx ) LOGGEDBY - LTJ DEPTHTOGROUNDWATER Not Established BORING DIAMETER 8 Inches - 'DATE DRILLED 311/82t ,k. . .' DESCRIPTION AND CLASSIFICATION .26 z w __ DEPTH r(FEE1 << w DESCRIPTION AND REMARKS S COLOR CONSIST. SOIL ca SILTY SAND i..' gray mediumSM. :I 18 '. * dense O_ 2 U 4 - - 84— •. .* . -:, - `86 - - • .. - ,• 1 ,1 .92 15, 46 4.00 102- - - .' - -- '• 4, - 104 de 6nse' 10 I 41 108: -flO- 112 114 -4 A I33 - i 4 118 Note The stratification lines represent the approximate boCinda,y between material types and the transition may -120- be.gráduai. ' . . . ', .. . - . '- - . .4' EXPLORATORY BORING LOG .•- •,1-.•.- .. . NORTH COUNTY PLAZA -- -' • '-. .___..,t .• ROBERT PRATER ASSOCIATES heers , - •. Consulting Soil. Foundation &GeoIoicol EngQ .. •.. - Carlsbad-Ocanside,. California PROJECT NO. , •' DATE ' BORING - 4 - . * . • ' NO 3 (pg. 3) 239-6 April 1982 DRILLRIG Continuous, Flight. Auger SURFACE ELEVATION 17 (approx.) LOGGED BY : LTJ DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches : DATE 'DRILLED 3/1/82 DESCRIPTION AND CLASSIFICATION z w __ Ii - w w Fl DESCRIPTION AND REMARKS BOL cOLOR SYM SOIL CONSIST. . V5 z SILTY SANP. gray dense SM, - - -122 S .5 . -124- - . -126-1111. ' -128 - , 1 -130-,— .90 CLAYEY SAND (formational brown. jvery SC -.32- sandstone) = dense Bottom of Boring 131-1/2 Fee 5- *5 . 4* F. - 5.I Note: The stratification lines represent the approximate . boundary, between material types and the transition may be gradual. 4, EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES .. NORTH COUNTY PLAZA - Consulting Soil, Foundation 6 Geological Engineers - Carlsbad-Oceanside, California PROJECT NO. . DATE BORING April 1982 NO. 3 (p g. 4) - : DRILL RIG ContinuousFIight. Auger. SURFACE ELEVATION 19. (aprox.) LOGGED BY JB DEPTHTOGROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED '2/26/82 DESCRIPTION, AND CLASSIFICATlON' DEPTH CL. (FEET) <CMC <& w <C>'. i3C . . . DESCRIPTION AND REMARKS S . COLOR .' CONSIST . YPE • Lu LLI 0. CLAYEY SAND and SANDY gray medium SC/7, - CLAY with scattered dense! CL - .2.' - I cobbles (fill) gray-, very ish stiff - 'brown - -- • -o ><5 • . . da-rk . .,. • - , . 4_ ' . - . . gray ¼ - - 8 .. . . lOr - 13 I 12 14, loose! - - .• -. - FILL J soft - 16 - >< 10 SILTY CLAY dark soft- CH - - I gray firm 18 - - . - - .; - • -: —20— r. : 025 - . 22 : .. I -- 24 71, 14 -730 32 SILTY SAND with some thin '- gray medium S layers of SILTY CLAY dense .34 - * -: . . -- 1 .-. .• - .. U 4 - - -38 ..., I Note: The stratification lines represent the approximate boundary between material types and the transition may -40 - be gradual. . . ., . . . I EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES ,, NORTH, COUNTY PLAZA Consulting Soil Foundation & Geologicol Engineers Carlsbad-Oceanside, Cal iforn i a PROJECT NO DATE BORING NO. 239-6 . - 'April 1982 • . . - I DRILLRIG Continuous Flight'Auger SURFACE ELEVATION .19 (approx.) LOGGED BY ,JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches - DATE DRILLED 2/26/82 * - DESCRIPTION AND CLASSIFICATION . . . . - . . J. . M w 2t DEPTH -(FEET) t7u Ln < ir o - DESCRIPTION AND REMAKS SBY OL COLOR CONSIST SOIL TYPE iw (n Cr z 0 cc CL 0 SILTY SAND with some thin ... . gray medium SM layers of SILTY CLAY dense 7 42 44 -46- • -48 - - - 50- 52 gray" 28 ish . .- - 54 brown . SC56 93 . CLAYEY SAND/SILTY SAND '. gray dense (formational- sandstohe) . : • SM - -. - -58- . . . -60- 4 62 :64: -66 - :-- 71 Bottom of Boring= 65.Feet . . : - . : . . . -• . . . . . . -. - Note: The stratification lines repreWent the approximate I . - - - boundary between material types and the transition may be gradual. . . . . • . . •• EXPLORATORY BORINGLOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil. Foundation & Geological Engineers • : -Carlsbad-Oceanside, California PROJECT NO. -. DATE - BORING -- . • . . • . ..• NO. It (pg. 2) . 239-6 • -April'--1982 -. .• . * . •- -- . 4 ¶ . . • 4 •0 ,. • : . •- . ;•,. ,. • DRILL RIG Continuous Flight Auger SURFACE ELEVATION 17 ,(approx.) LOGGED BY JB DEPTH TO GROUNDWATER Not Established BORING DIAMETER', 8 Inches DATE DRILLED. . 2 /26/82 DESCRIPTION AND CLASSIFICATION - S z.uj __ - .w - - - DESCRIPTION AND REMARKS COLOR CONSIST SOIL (FEET) W (O a. SILTY SAND and ,CLAYEY gray medium SM A- - SAND (fill) dense SC - 2 - (scattered cobbles) - 4 611 17 • -8- H - • -'10- - -! brown 20 12 • . FILLt - 1 14 SILTY CLAY..... dark soft CH 0 gray I 0 19 * - 22 - - •0 0 , • . - ,- .5 - -24- -26 4 0.16 - . . 28. .. - C —30- 4-: . •• - 0 . .. 4 . . . . - -32- * . . 5 34 0.14 Note: The strtification lines represent the approxlmat - , . 0 _ boundary between material types and the transition may 5 - . -40 - be gradual. . . •• - . . 0• .: ,-: : . EXPLORATORY BORING LOG - ROBERT PRATER ASSOCIATES - : NORTH COUNTY PLAZA - ConsullingSoil. Foundation 6 Geological Engineers • Carlsbad-Oceanside, Cal iforn i a -. • : • •• PROJECT NO., - -DATE BORING - - . . - NO 5 • riri ( 1Y ;239-6 - April .1982 • - 0 • '---.: - . 4- ,- - . • - U - •U :- •555 5 SO * - . .• • . .5 S IL 1 r 74 dense 76 38 .78. Note The stratification lines represent the approximate boundary between material types and the transition may : - —80— be gradual EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil Foundation & Geological Engineers Carlsbad-Ocean side, Cal iforn i a PROJECT NO DATE BORING 1 239-6 April 1982 NO 5 (pg 2) DRILL RIG Continuous Flight Auger SURFACE ELEVATION 17 (approx.) LOGGEDBY DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATE DRILLED -2/26/82. — DESCRIPTION AND CLASSIFICATION.t: - zuj__OW (FEET) DESCRIPTION AND REMARKS 5B COLOR CONSIST cc Co :30, SILTY SAND gray medium SM - >< 45 - dense -82' 84 86.' - - - - 88 - 90 -7Z 57 -92 • - -94 .- - 96 98 100- 43 102 - 104 - SANDY CLAY (formational gray. hard CH * :Iaystone)127 -.. —— - — 106 — - 9" 108- --110- Bottom of Boring 110 Feet — - • -- -. •- -. Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. I, • - EXPLORATORY BORING LOG r NORTH COUNTY PLAZA ROBERT.PRATER ASiOCiATES *, Consulting Soil. Foundation & Geological Engineeo Carlsbad-Oceanside, 'Cal ifor n i a PROJECT NO.', 4 DATE BORING * -. •• • .5 (pg. 3) . i NO. st _Al -Z...1 1nO • I'r%IJJII_IOL I_-- • DRILLRIG Continuous Flight Auger SURFACE ELEVATION 16 (approx.) LOGGEDBY JB DEPTH TO GROUNDWATER Not Established BORINGDIAMETER 8 Inches DATE DRILLED 3/3/82o DESCRIPTION AND CLASSIFICATION _j zw__ - Ui OW DEPTH FL DESCRIPTION AND REMARKS S COLOR CONSIST. SOIL : z3 BOL D o CLAYEY SAND (fill) brown medium SC • dense -2 - gray- - - . ish 0, brown -6- -8-. __10__._0 loose- - - >< 19 medium - 12 - dense _ - 14 FILL --16- SILTY CLAY gray soft CH - 18 -20 -r - J_ 7 0.23 -22 - -:24- 26 -28 - i 15 SILTY SAND dark medium SM gray dense - 0 •• H -34- 0 -36- -38- 0 Note: The stratification lines represent the approximate boundary between material types and the transition may -40 - be gradual; ; 0 - : EXPLORATORY BORING LOG NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil. Foundation & Geological Engineers Carlsbad-Ocean side, California PROJECT NO. DATE BORING • 0 0 • 0 NO. 6 (pg. 1) 0 239-6 0 April 1982 DRILLRIG. Continuous-Flight Augèr, 'SURFACE ELEVATION :16 .approx.)I LOGGED BY . JB .". DEPTH TO GROUNDWATER Not Established' BORING DIAMETER 8 Inches DATE DRILLED '3 /3 /82. DESCRIPTION AND CLASSIFICATION i z..._ t: cc ui cc Uj 1,- DEPTH (FEET) <<u5 iUJ DESCRIPTION AND REMARKS 5B COLOR CONSIST Cn cc SILTY SAND dark medium SM ' - 8 0.17 gray 4ense / -.42 - .. CH - SILTY CLAY dark soft gray - - s 46- - '. q'' * - -. 48 - ;. 1. -50--v (some interbedded silty sand) . - - -9 , 0.. 16 -52- * -54 : 58- . ... -_ . . t- 4.. 60-1- - . 26 010 Interbedded SILTY.'SAND and gray m edium SM/ CLAYEY SAND SAND . dense SC. 62 64 66 68 70 gray- 21 ish - - - brown 7. - . ..,• . '- .,, - -. -.. - -' ,• - - -. -74 - ---76-- Note: The siratification lines repsent the aIproximate boundary between material tyes and the transition may ' . ..' --780— be gnadual. .--.. - ' '•- -- , -- . .'. . • EXPLORATORY BORING LOG . . NORTH COUNTY PLAZA ROBERT PRATER ASSOCIATES Consulting Soil, Foundation 6 Geological Engineers , Carl sb ad-Ocean side, California - - PROJECT NO. . , DATE 'BORING' . •. ...........: . -. NO. 6 (pg. 2)-. - .• - - . . ' • -. - 239-6'-.." - - April 1982 -: - *,c . . -' . ,--•, •-* .- -, •_. .- - DRILLRIG Continuous. Flight, Auer,. SURFACE ELEVATION 16 J DEPTH TO GROUNDWATER Not'-.Established BORlNG DIAMETER 8. Inches DATE DRILLED 3/3/82 . DESCRIPTIONANOCLASSIFICATION. ., ZWS 2 - W OLU . E - DESCRIPTION AND REMARKS S COLOR BOL .LUM CONSIST SOIL 0 2 CC Interbedded SILTY SAND and gray- medIum SM - I 19 CLAYEY SAND V ish dense SC- 82 - . V brown - - :: 88 90 - V 92 V V . . S 7 - 94 V .IVV S •• V . S -96 ... , -100- 22' 102 5 104 -, V ' V . - . -106- V 4- - - - -108- V • . -• -_L %green- dense -112- .. • ish. gray -114- - -116- V. . - .l . •_ S V V SILTY SAND . '.1 gray ènedium N. -118.- dense SM -. - '•• .1 • S Note: The stratification lines represent the approximate V V S . boundary between material types and the transition may., .. -.120- 5 . be gradual. 1 . - . - V S V / .... V EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil. Foundation &Geologicol Engineers . ., . Carlsbad-Oceanside, California . • V PROJECT No: . DATE BORING • V - . - 6 (pg. 3). S V • 54 I /lI löL . .. V 5. V. • . - 1 ....... V DRILLRIG Continuous Flight Auger SURFACE ELEVATION' 16 (approx.) ILOE0BY JB - DEPTHTOGROUNDWATER Not Established BORING DIAMETER 8 liches DATE DRILLED 3/3/82 - DESCRIPTIONANOCLASSIFICATIOIt 'l z w__. a:L w Itxz ow DEPTH (FEET) 2 SOIL <<u5 U) z w <O>G c.lZ• DESCRIPTION AND REMARKS COLOR CONSISTBOL.. TYPE -' SILTY SAND gray medium SM - - dense- -122- gray hard CL SANDY CLAY (formational claystone). , -126.- brown - - Bottom of Boring = 130 Feet - - - -- Note: The stratification lines represent the approximate - - boundaiy between material types and the transition may be gradual. EXPLORATORY BORING LOG " ROBERT PRATER ASSOCIATES ' -- NORTH COUNTY PLAZA Consulting Soil. Foundation & Geological Engineers -. Carlsbad-Oceanside, -alifornia PROJECT NO. - DATE BORING. - . . . NO 6 (pg. ) 239-6 April 1982 DRILLRIG Continuous Flight Aber .SURFACEELEVATION 16. (approx.) 'LOGGED BY , LTJ DEPTH TO GROUNDWATER Nbt Established BOR!NGDIAMETER - 8 Inches 'DATE DRILLED - 3/5/82 ; * -. 0 '• - .DESCRIPTION AND CLASSIFICATION z zw*_ - w co DEPTH (FEET) ' <<u5 .w <3( • - . DESCRIPTION AND REMARKS SYM- . COLOR CONSIST... SOIL BOL ' SILTY SAND and CLAYEY gray- mediuril SM - - SAND (fill) - ' ish dense SC - 0 • brown - - - and - brown . z -6 7 26 I - 8 ' . TL10 1 - ' loose ' 8 -12- 14 - FILLt -16 ______________ CH SILTY CLAY gray soft and . . -,gray- ish —20— y brown '.: - J 3 0.22 22 -24 _ . . • . , ç . '-28 - (sand lense at 31, feet) . ' . '. . - " - 19 ' 0.16 - .. 0 ' 0 •• . - 32 - .34.•. ., . - ' . -36 - 38 Note: The stratification lines represent the approximate boundary between material types and the transition may be gradual. . . •. : 0 0 ,' 0 '' .EXPLORATORY BORING LOG ' , : , NORTHCOUNTY. PLAZA - O ROBERT PRATER ASSOCIATES 0 Consulting Soil. Foundation & Geological 'Engineers 0 - Carlsbad-Oceanside, California PROJECT NO. 0 DATE • BORING . 0 0 0 , • • * . - - 0 ,0 NO. (pg. 1) ' , 0 * • 0 0 239-6 April 1982. 'I • . •,:' 0 DRILL RIG' 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 LU 0 m DEPTH (FEET) -J ~<&5 UI> w I <_ <>LU WZ cr Q 1w tt Z 0w . - DESCRIPTION AND REMARKS . . COLORBOL - ,CONSIST. . -TYPE SOILSym-CC ILTY CLAY . gray soft CH - - - 0.24 - '-42- 44 .. - : . . -. x - . - - • - - - -46- 48 - - SILTY SAND - gray medium SM and dense. - • gray . —50-1 - - j_ 17 - ish- -52 brown - - .-. - . • 54 • . • .. 4 - . '• . -56 - - -60- • --62- . • : • -64- •0'' : • • .. 66 -68- .- -: --• 770- gray- dense . . 34 . - . . . - ish • . _L brown..- -- :- : • . . . I 0 -76 - CLAYEY SAND (formational gray- dense SC sandstone) . . . ish - - -- -brown . 778-- . .120 0 Bottom of Borinci = 80 Feet - ( . . Note: The stratification linerepresent the approximate -80 311 - boundary between material types and the transition may . ' • .be gradual. . . . . . . r EXPLORATORY BORING LOG . NORTH COUNTY PLAZA - ROBERT PRATER ASSOCIATES • Consuliing Soil. Foundolion & Geologi~ol Engineers - . CarIsbad-Oceanside, California PROJECT NO. • DATE .. BORING . . 1..- •- - . . . . - , NO. 7 (pg. 2) • 239-6 April .1982 _. DRILL RIG Continüous iFlight Auger SURFACE ELEVATION 17 (approx.) LOGGED BY LTJ DEPTH TO GROUNDWATER Not Established BORING DIAMETER ' 8 Inches IDATEDRILLED 315/82' - DESCRIPTION AND CLASSIFICATION ' zw_ - cx w a: DEPTH 0. (FEET) 2 <5 w. 'tZ LL SCTb0NA :R t5 COLOR ,-CONSIST., SILTY SAND and CLAYEY gray— loose—' SM - - SAND (fill) ish - medium Sc - 2 - •' ., brown dense -. ''-4.- light I - -- >< gray 6 21 - FILLt 8 -. CLAYEY SAND (fill?) - gray medium SC • dense - --12- - SILTY CLAY gray soft CH 1 14 - fi 'I 16 - 9 0.2i >< I ., - •fl —20-7 -. -22 - 24 26I 7 015 32 Interbedded SILTY. SAND and gray medium SM/': CLAYEY SAND with some ' dense SC SILTY CLAY. and GRAVEL fi 34 - lenses • • ' - - - 30 -36,- - . :i38: Note: 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 &Geologicotfngineeis . .fl Carlsbad-Oceanside, California '. -. - PROJECT NO. DATE' BORING - • . - . . -NO. 8(pg. 1) . ;239-6 April1982 * DRILLRIG Continuous Flight Auger., SURFACE ELEVATION+ 17 (approx.) LOGGED.BY .LTJ •'. DEPTH TO GROUNDWATER Not Established BORING DIAMETER 8 Inches DATEDRILLED 3/5/82 DESCRIPTION AND CLASSIFICATION . ir O zw_.. w .uj am, 0 DEPTH (FEET) <<u5 w two <> '. 'DESCRIPTION AND REMARKS & 5Bt COLOR CONSIST. ' TYPE . CL D In'terbedded SILTY.SAND' and " gray dense SM/ - . CLAYEY SAND with sorne . and ,. SC 42 .- " . .• SILTY CLAY and GRAVEL .gray- A,. - lenses . . ish 44 ..........brown 46-1 52 -48- .' S :' - .• . : ' ;52 - -' -56 45. 1 CLAYEY SAND (formational' gray-, dense SC . .. . sandstone) - . . ' ' ish . -60- . brown and -"h. '-.IJ orange ' ' , . . . . . . . ' 'S - 66 - 188 68 ><75 Bottom.ofBoring= 69 Feet .• :, - 70 . .5, . . S '' ' -. - - ' Note: The stratification lines represent thô approximate boundary between material types and the transition may be gradual. ' , . - • , . ,' . 'EXPLORATORY, BORING LOG ' NORTH COUNTY. PLAZA ROBERT PRATER ASSOCIATES., ,. Consulting Soil. Foundation &Geologicoi Engineers Carlsbad-Oceanside, California . PROJECT NO. ' ' DATE ' BORING ' S 8 (pg. 2) No. ' 239-6 ' ' April -,1'982 S ' ', - I :5.... ..: BIBLIOGRAPHY LeRoy. Crandall and Associates, "Report of Supplementary Soil Studies, Phase II I :Development, 'Proposed Shopping Center,. El Camino Real Near The Vista. Freeway, Carlsbad, California," June 9, 1967 I LeRoy .'.Crandall and Associates, "Inspection and Testing of Compacted Fill, Phase II Grading, Proposed Plaza CäminoReal Shopping Center, El Camino Real:Near The Vista Freeway, Carlsbad, California," April 29, 1968 I . 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 Camino Real .Shopping Center; Carlsbad, California," February 3, 1972. Woodwärd-Gizienski & Associates, "Preliminary Soil Investigation, Buena Vista I 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 . Woodward-Gizienski & Associates, "Settlement Analysis, Vista Sanitation District. Schedule I-Gravity Sewer Line, Carlsbad, California," February AS, 1972. I Woodward-Gizienski & Associates, "Final Report of Engineering Observation and Compaction Testing for Buena Vista Lagoon Project, Carlsbad and Oceanside, I California," December 7, 1972 Woodward-Clyde Consultants, "Site Expansion Feasibility, Plaza Camino Real, . Carlsbad, California," October 18, 1979. I California Department 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. :1 .. • .. 5 • S • 5 5 H .: '... I I ' . ' ... I I I S • . S • • 5 . 5 .5 .5 ••• I - - CLIENT SGPA - REF 4237l PROJECT North County Plaza, Bldg K DATE 12/17/1987 BUILDING DEPARTMENT County of San Diego ZONE 7 I - S STATE ENERGY CONSERVATION STANDARDS (CAC TITLE 24) ••* S 1 t RE STANDARD DESIGN CERTIFICATION -, I have revi.ewed the plans r andthe required supporting calculations anddata being submitted for the proposed - Retail Shops (occupancy, non-residential building at - Marrori Rd and Jefferson St., Carlsbad, Ca tsite) for SGPA (client) and the design submitted substantially conforms with. CAC Title 24 Divisions .4 through 9 (Sections -' .,• T20-1490 through T-20-1542) for the following '[-X ] .-Forms (1 2 & 3) Design of the Building Envelope IX) Forms (4 & 6) HVAC System and E4uippent [X) Form (5) Electrical Distribution and Lighting 5' IX] Form (7Y Service Hot Water Heater I Form (8) Life Cycle Cost of Electric - Resistance Heating Prepared by Steve Kapp - Energy knalyst Sevier Engineering Inc - I Certificate of Compliance (Pan 1 of 2) CF-1 L,LQf7rLJ COUJTY PtA zA B i i zpuJ5i: K For Enforcement Agency Use Only Project I I" rA Pmect Arthitect(Engreer Building Permit Number 1 11APRoJ R1 Js'J sr ProectLacabon I CAEL6BAJ 7 — CityfTown Climate Zen. I /I-25-T Signoure and Doun(entabon Author ' Data Registration Stamp Mart Ch.dcedBy Date Approved By Data I Prescriptive Approach/Performance Performance Approach Approach Strategy Energy Budget Gianerad I CEC Occupancy Type .......... 1 CEC Occupancy Type ...........______ 2 UBC Occupancy Group/Division ....._____ 2 UBC Occupancy Group/Division . ... 5-7._ 3 Condonad Floor Area ........._____ 3 Package selected.... if? . _____PV5 4 Budget Table .............. 4 Gross Conditioned Floor Area .......472L ft2 5 Mowed Energy Budget (WS-1A) ..... kBto'r-ft2 Roof and floors Calculated Annual Energy Consumption 5 Proposed Roof/Ceiling Rt (CF-2, CF-3). . Z. t17 hr-F-ft2/Btu 6 Approved Calculation Method ...... 6 Required Root/CoWing Rt (CF-2) ......NA hr-F-1t2/Btu 7 CEC Designation F- ............. 7 Proposed Exterior Floor R( (C2, CF-3). ._I hr-F-ft2/Btu 8 Multiplier ................ 8 Required Exterior Floor R1 (CF-2) ......4' hr-F-ft2/31u Estimated Energy Use Walls 9 Heating ................ kBtuyr4t2 9 Proposed Opaque Wail At (CF-2, CF-3). . /4. I hr-F.ft2/Btu 10 Cooling ................ kBt0 _t12 yr 10 Wall Heat Capacity (CF-3) .........NA Btu'F-ft2 11 Fans .................___ kBtui'yr-ft2 11 Required Opaque Wail Rt (CF-2) ......fr&A hr-F-h2/B 12 Lights ..................kBtu/yr-ft2 Glazing In Wants 13 Miscellaneous Equipment ........ kBt,y-ft2 12 Exterior Wail Area (CF-2) .........,SC!2.O ft2 14 Total ................. kBtiilyr-ft2 13 Tota!Glazing Area (CF-2) .........'75/ ft2 15 A. Total Energy Use (rme8xJrte14). kBtu/yr-14:2 14 Proposed Total Percent (Line 13/Line 12).Z43 15 Average Tots! SC (CF-2) .........,. o Compliance Statement 16 Allowed Total Glazing Percent .......?J1A % General. The proposed building represented in this set of compliance 17 West Exterior Wall Area (OF-2) ...........documentation is consistent with the other compliance forms and 18 West Glazing Area (CF.2) ........ ft2 worksheets, with the plans and specifications and with any other calculations or computer runs submitted with this permit application. 19 Proposed West Percent (CF-2) ...........Performance Approach. (when applicable) The energy performance 20 Average West SC (CF-2) ........ estimate presented on this form was calculated using the approved calculation method inceted above and with the CEC established fixed 21 Allowed West Glazing Percent ...... '' and restricted engineering inputs for the applicable climate zone and Glazing In Roof (CF-6) Proposed All occupancy type. 2 Skylight 1 ......... ff Prescrlptiv. Approach (when applicable) The proposed building has been designed to meet the requirements of the Altemabve Component 23 Skylight 2 .......... ft2 Package indicated above for the appropriate occupancy type and climate 24 Skylight ......... ft2 zone 25 Skylight 4 .......... ft2 26 Skylight 5 ......... ft2 27 Skylight ........... ft2 h mnt a ore 28 Skylight 7 ......... ft2 29 Sght8 .......... ft2 Nwne(çide Lighting (See Part 2 for frddittaI Performance Specifications 30 Proposed A uetedLPD(CF-5) ...... 1.47 Watt&'ft2 Coin' (2.(t 31 Allowed LPD (CF-5) . . . . . . . . . . . :2.19 Watts/h2 HVAC (Sea Part 2 for Additiotui Per$ormanc.pecificatians / 4&')1 C) PAR.L 32 Performance Set Selected •I i~' IArJc (fe -rs 4 ______1.Ak _)(__e7 ______ e 2_______________ 33 Proposed Fan Wattage Index (CF-4).,.. /A Watla/1t2 .4 'if .34 Mowed Fan Wattage Index Watt*/ft2 epho Calif. License Number 35 Proposed Cooling Power Index (CF-4) BIuMt2 36 Mowed Cooling Power Index _____ ____ BtuPVft2 37 Proposed Heating Power Index (CF4): : BtUM12 38 Allowed Heating Power Index. Btit'Vft2 Form Revised September 1986 . Page _L... of I ~ I I I) I I I I I I: I Name (Print) Te'Compiy Name 11 Address Sig nature .. Dale Enforcement Agency Signature ' . Dale Certificate of Compliance (Part 2 of 2) . ' . 4o R174 cc O,JTY FM 7-A: ILPnJ'6: g For Enbrm.nt Agency U.. Only I . !SL-* kEYi EE '; i,I. /1- ZS 7 DoarSntation Autiorm ' Dale .. , Da I , Both partB one d bvo of this Certik*le of Compriance must be lidided with .h buBcg Permit appficaon for the thove noted biikfng and appear Designer Threat. 7oM L-2 _he Narne (Print) L1c,Irn#It /p,ar rns 06 Tide/ Corn pany Name I /279 Wc/ A-114 S' Su& 20/, LI 61M 64 12e2o Signature ' , . . . ' Data Enfmerg Agency Siatxe Dale Designer Two . D..Ignor Few Name (Print) (Print) A9H+1 , . . Trt&CaTp,y Name '. Trd'Conpany Name 304I 3WLL-v .A.. :•-A- qoô ,gsh% — — 7 . . .. . / Signature Date , .Signature , Date Enorcement Agency Signature Dau Enforcement Agency Signatw, , . Date bro.m.nt Agency .1 HUCHESNORTH.. COUNTY j -. . - NT*(PrriQ . I genera1' -partnership BYHI-NC,:a T&AQercy General Partner :" AOU .. . . ., . ...... general partnership, GeneraLPartner., I _L Thiia 'HVAC ' I ~'-I Form PaiI.d September 19U ....... ILDING DATA FORM,BUILDING" HVELOPE COMPLIANCE C FORM 1 I PROJECT TITLE: NORTH COUNTY PLAZA BUILDING K DATE: 11/24/87 CLIENT: " SGPA DOCUMENTED BY:B.L..K. I LOCATION CARLSBAD REF# 2371 I-------------------------------------- ----------. ----------------------------------- I SITE DESCRIPTION Location Code Number ---- i 157 Latitude . ' 2 33.2 • I . Degree Days Heating SF, Solar Factor . 3 4 2092 122.7 DELTA T, (ASHRAE Design Temp. -,78F) - ., 5 . BUILDING DESCRIPTION I Occupancy Type Code Number' . 74 Gross heated floor area, sq.ft. ' ' 7 ' 4725' I Number of 'floors ' Ground floor* perimeter, ft. . 8 9. 1 280 Longest diagonal dimension at ground floor, ft. 10 95 I . Height, +t. .. ' 'WALL ' , 11 . .,14. 0' Surface Areas ' . ' Area Opaque Wall 12 . 299 Area Window 13 ' . 951 Area Door , 14 0, Total AOW, 15 . 3920 .'I Heat Transfer Coefficients ** Wall Assemblies vary ' ' U Wall 16 0.071 I. in composition; See WINTER Form 2 for areas ' . ' . U Window ' U Door 17 18 1.130 0.000,' and U-values U Wall 19 0.071 SUMMER U Window '20 , '1.040 U Door 21 0.000. 'I . Shading Coefficient',cf .Glass :- ' . Weight of Wal I C'onst'rutin, .lbs/s.f: . . SC * ' ., ' ' W '22 2,3 ' 1.00' - :Mass-Correction-Factor ' . -•" • . 'MCF 24 . i'.OD I ROOF Equivalent Temperature Difference''; '. . . . ' ',TDeq ':25 '': Surface Areas Area Opaque Roof 4725 Skylight 27 0 I Area Total AOR % Skylights 28 29 4725 0 00 I 1 Difference of o ri I ine27 rand 5%-f I ie 28 Sum of I me 2 and I i ne 30 - 30 31 0 4725 • BUILDING DATA FORM, BUILDING ENVELOPE COMPLIANCE Page 2 REF* 2371 I Heat Transfer Coefficients U Roof 32 0.04. USk'li9ht 33 0.00 'Shading Coefficient of Sk>'l ight U Roof Sc 34 36 0.04 0.00 . Mass Coefficient . . . . . . MC . 37 1.00 Absorptance Coefficient . . . . FLOOR . . . . ., AC . .. .. 38 . 0.79W Floor Area over unheated space . . . A Floo5r' 39- .0 - . . . . U Floor . 40 .0.00 HEATING DESIGN CRITERION . . . . . S. 1 Standard UOw .. . . S 43 0.429 .I Standard UOr . . Standard UOf . . .5 .5 45 44 0.245 I Maximum Al I owab I e .UO . . . 4 . 249 0 -249 Proposed UOW 47 0.328 Proposed UOr . . . .• . .. 48 0:044 I .. Proposed UOf . . ProposedUO (Must not exceed ,. . ,. line 46) . 549 50 -0.000 0:173 I COOLING DESIGN CRITERION I Standard OTTVu Standard OTTVr 51 52 31 60 4 10 I 53 __16570 Proposed OTTVw 54 25 323 Proposed OTTVr - 55 1 425 Proposed OTTV (Must not exceed line 53Y.56. 12 261 I MATERIALS DATA .FORM .• P4 2 .. .. BUILDING ENVELOPE, COMPLIANCE .. - Project Title North County Plazav Building 1< Documented by SLI< Location Marron Rd & Jefferson Street, Carlsbad, Ca Date 11/25/87 Project Designer: . . . . .. S Checked by: :1 '. :. Ref. #2371 Date: Wall Wall Type 1 2 'l 4 Weight lb/ft (see of wall construction, Sec. 4.1.8) Wi 1 I . Heat Transfer Coefficient (see Sec. 4.1.8) U . 2 r .071 Surface Areas (Attach sheets to document any Orientatio 3 North additional compass orientations) . . . . . .Area 4 558 I . . . . . . . . . . Total Area = 2969 S.F. . Orientation Area 5 6 East 993.5 I4CF = 1.0 . . . Orientation 7 South.. 1 TDeq - 44 . - . . . . Area Orientation 8 9 910 West . . Area 10507.5 Wall Type 2 . . • 2 . . . . Weight lb/ft of wall construction, . . . W2 11 I . Heat Transfer Coefficient Surface Areas (Attach .sheets to document any Orientation U212 13 additional compass orientations) . . . Area 14 . Orientation 15 I Total Area = . Area 16 CF = . •. . . . Orientation 17 De .. . . . .. . Area 18 I ... . . . . . Orientation Area 19 20._____ 1 Wall Type 3 2 Weight of wall construction, lb/ft W3 21 Heat Transfer Coefficient U 22 I Surface Areas (Attach sheets to document any OrientatioA 23 additional compass orientations) Area 24 : . Orientation. .25 . Total Area = 1 .1 •. Area 26 I P4CF = Orientation 27 TDeq= Area 28 -. Orientation Area 29 30 I I 1 U 1 -, '- ..•4 - • - .-- 'S - • - - - . • S •A .. •'-'--,- • I I ..- .... ,... ....,... .. ,... ... .. •- ( MATERIALS DATA FORM - BUILDING ENVELOPE COMPLIANCE . Page 2 of Form 2 Project Title: North-County Plaza Building: K . :. 7. Ref. * 2371 Wall Type 4 2 Weight of wall construction, lb/ft . W4 31 Surface Areas (Attach sheets to document any. U4 32 additional compass orientations) Orientation 33. . Area 34 . Orientation 35 Total Area = .. . . ., . . . Area 36 = . . . . Orientation 37 TDeq= . . . Area 38 . Orientation 39 Area 40 Glass Type •1 Shading Coefficient (Table 3 of.Appendix 1 or mfrs. data) 41 1.0 Heat Transfer Coefficient (from.infrs. data) Area 42 L.13 Surface Areas (Attach sheets to document any Orientation 43 North additional compass orientations) . Area 44 352 Orientation 45 East Total Area = 951 S.F. . Area 46 56.5 Orientation 47 South Area 48 0 Orientation 49 West 1 .. Area 50542.5 m.,...... - . Shading Coefficient (Table 3 of Appendix 'l or mfrs. data) 51 Heat Transfer Coefficient,(frorn mfrs. data) Area 52 Surface Areas (Attach sheets to document any Orientation 53 additional compass orientations) Area 54 Orientation 55 Total Area = . . Area . 56 Orientation 57 Area 58 . . .: Orientation 59 . •.. Area 60 : Glass Type 3 Shading Coefficient (Table 3-of Appendix 1 or mfrs data) -61 Heat Transfer Coefficient (from xnfrs data) Area 62 Surface Areas (Attach sheets to document any - Orientation 63 additional compass orientations) .. . Area 64 .. Orientation 65 Total Area =. . . . . ,. .. ,.. . Area 66 . . .. .: . Orientation 67 Area 68 Orientation 69 I (- C- • I ' MATERIALS DATA FORM - BUILDING ENVELOPE O)MPLIANCE Page ' '. •.•, . 3 of '•' Form .2 Project Title: North County Plaza Building: K I Ref. t 2371 GlassType4 '• Shading Coefficient' (Table 3 of Appendix 1 or mfrs. data) , 71 ', Heat Transfer Coefficient (from mfrs. data)' Area 72 Surface Areas (Attach sheets to document any Orientation' 73 I ' additional compass orientations) ' Area 74 Orientation 75 • Total Area = ' ' Area 76 ' Orientation Area '.77 Orientation, I Area '• 80 'Weight Roof Typel 2 . of roof construction, lb/ft (see Séction'4.1.8)'. 81 '6.5 ' Heat Transfer Coefficient (see Section 4.1.8) ' 82 .044' Surface Area (Attach sheets to document any additional .83 4725 roof types) Skylight Area ' 84 . I, Skylight Shading Coefficient (from Table 3 of Appendix 1) ' 85 Skylight Heat Transfer Coefficient (U-value) ' '86 ' Floor Floor Type 1 (floors over non-air c9ditioned spaces only) I Weight of floor construction, lb/ft (see Section 4.1.8) .87 Heat Transfer Coefficient (see Section .4.1.8)' " ' 88 I ' Surface Area (Attach sheets to document any additional: floor types) 89 - ' ' ' ' ' Doors ' : - • ' ' '. '• '. - Surface Area , ' ' ' ' ' ' ' . 90 I ' • 'Heat Transfer Coefficient '(U-value, see Table 4 of ' • • . 91 Appendix 1) I .1 I ' ' • ' ' . - • . -' ': '::':' •. ' • I ' '. • I L .. 0.68 0.68 • Inside Surface Air Film COOIirg hosting U - - Sketch of Construction Assembly I Outside Surfa Air Film 0.25 0. 17 • WEIGHT: 15.0 tb/ft2 . cooling heating I Oeckone: 14-0 14 .01 Total Resistance RA oOhrig he.ting -- I .Wall Roof - U.VaIue(WRt) -. . : 0.1Y71- 0 •071 . - -coot,ng - huting Floor - . - . . . .--- . -.. -( .- -• - - . ---• .. ,. . . - .. . . . •--:_ I Check one 3-.6".' Insulation 19 00 B. . . . . .. 61 inside Surface Air Film Sketch of Construction Assembly 7. 4. 4' . Air. Space 5 Suspended Ceiling I Wall --Outside Surlace Air Film .17 - . .. . . - - -.. . . ... . - •.. satin Weuoht - 1b_ft2 ' - ' :' •i. -. -. - - -, •- - I - - - -+ DOCUMENTATION FORM F 0 R M 4 H V A C SYSTEMS COMPLIANCE PROJECT DESIGNER- SGPA DOCUMENTED BY: A G -1 PLANNING & ARCHITECTURE DATE- 12-3787 PROJECT TITLE- NORTH COUNTY PLAZA PROJECT ADDRESS CARLSBAD, CA BLDG= DESIGN CONDITIONS . hi Building Occupancy Type .. 074 Project Latitude.. - .. . 33 2 Heat irg Degree Days................... . . . . :. d . : * HEATING LOAD DOCUMENTATION- . . .: Outdoor Design Temperature, Winter ............ 38 'F - Indoor Design Tern per at ure.. ................... .70. 'F - Temperature of Adjacent Unheated Spaces -54 'F Infiltration Ai-1 r... ... .. . ......................0 . .. Transmissior Heat Loss ....................... ..52623 Btuh Heat Loss from Irsfiitratic'ri ................... .0-Btuh I at ion Air- ....... . ........... ...............473 1 Heat- LOSS f rim Vent i 1 at I or ...................16330 E(t uh Outdoor Air for Special Processes ....... .......0 - - Heat Loss from Process Air .......................0 . Btuh 'I Other HeatLosses(describe) ................... ..6895 Btuh - TOTAL Heat Losses .............................. 75848 Btuh COOLING LOAD DOCUMENTATION . . Outdoor Desigr - Temperature, Summer, dry bulb. 84 IF • Outdoor Design Temperature, Summer, wet bulb. 69 'F Indoor Design Temperattre, Summer, dry bulb... 78 'F Indoor Design Temperature, Summer, wet bulb... 65 IF Transmission Heat Gain .......................... 28284 Btuh Ir,filt -rat ic'n Air ..............................-0 CFM Heat Gain from Inf I Itrat ion, Air. ...............0 Btuh Outdoor Air for Special Processes.............- 0 . CFM - -- Heat Gain for Process Air........................... 0 . Btuh - SOLAR Heat Gain, Through Windows ............... .69298 Btuh. Heat Gains from Lights, Equip't, People, etc.. 76462 Btuh - - Heat Gains Heat Gains from. Other Sources......... 13032 Btuh - . Out door Air 7. CFM / Persons (Not ) Tab. Rates) . 10 CFM/Prsrs Heat Gain frorn.Outdoor Air ....... ............ 6275 Btuh TOTAL Cooling Load 198351 Btuh ku - . .. I Form 4 continued 2 I) Outdoor Air CFM Per Person (Not to Exeed . . •. •: Tabulated Minimum Ventilation Rates)... - CFM/Person Heat Gain From Outdoor Air - Btu/Hr. I Total Cooling Load Btu/Hr .I TEMPERATURE CONTROL Attach manufacture dataor, other, give specificatioordrawing reference which shows that the room thermostats meet the requirements of T20•1 503 (a) and (c). " '. .... REFERENCE •. , : . . . (page or sheet No.) ,. . . .. .•. . . . . . .. ..• •' .F 44tJEYV'&E..LL 1 . . . . . . . . . •.. . ••. .. • Indicate drawing or specification reference where the temperature control device requirements . given below are documented. An automatic temperature control device shall' be'provided for. .1 ; . . ' • each separate HVAC system .................................See Mech. Plan . . • each zone ............................................................ I . . SIMULTANEOUS HEATING AND COOLING . . .. .. . ., . . The following requirements apply to the use of new energy and need not be complied withwhen I •: recdvered energy is used to control temperature. .•.•. .. . .. . . .. In each case, when resetting hot and cold deck temperatues, one representative zone may be chosen to represent nomore than ten zones with similar heating or cooling requirements. I .' Concurrent operation of independent 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 . '• . . . . . . I . heating and cooling systems ............................... Automatic reset of heating temperature, to limit energy input only to that level to, ': . . ., ' . . . • I. . . offset heat loss due to transmission and • '' . • infiltration °ebeat systems - give reference specifications page or drawing iumoer which will s'ow I compliance with the following when reheating 20% or more of the total air in the system When serving multiple zones controls I.. - must automatically reset the cold air . . . . .. • .• •. •. . •...' .. sulv to e highest temperature level of the zone requiring the most cooling Ni A I . Single zone reheat systems shall be controlled to sequence heating and cooling N / A ..• . 7-81444 - . ..• ..• .'• I . Form continued 1 - Dual-duct or multizone systems - give reference specifications page or drawing number which will show compliance with the following: I '- REFERENCE • Hot deck temperature must be automatically reset to the lowest temperature necessary . I to satisfy the zone requiring the most heating .............1 / A Cold deck temperature - must be automatically reset to the highest temperature necessary to satisfy the zone requiring the most cooling .............1N/ A Recooling systems - give reference specifications page or drawing number which shows compliance with the following if recooling 20% or more of the total air in the system. - • Controls must automatically reset the . temperature of heated supply air to the lowest I . temperature necessary to satisfy the zone requiring the most heating ..................................' / A 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 I show compliance. Supply references to proper specifications page or drawing numbers. Type HVAC System Used - Describe type of system to be used (include reference for specifications for the system). . . I •-r 'U U-J IT.. - DUCTWORK FABRICATED & INSTALLED PEP. S1-1ACN. STANDARDS & I . LOCAL COflES. TEMPERATURE CONTROl IS AS SPFCD TN RRUCH. -I . I . 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. . . • ,- . . I .• . .. REFERENCE N/A . . Constant volume dual or multizone systems which utilize new energy t sirnultar.eosly, I. . 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, he air leakage for . • dampers utilized forthe mixing of heating and cooling air shall be limited toa maximum leakageàf . -- 3% of the total air quantity handled by the dampers when operating atthe rnaximumsystem I .pressure to which the dampers will be subjected. Manufacturers label or nameplate shall state leakage rates I I . .' Form 4 continued ID Economizer Cycle -For each cooling fan system, for other than dual-duct or multizone systems, I . 'whichserve 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. I REFERENCE . Electnc 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 (see Section 4.2 of this marivar) 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 N/A . MECHANICAL AND GRAVITY VENTILATION ..• . . : Mechanical ventilation - Dampers which are automatically interlocked, and closed on fan shutdown are required.. . . . . .I '. . . . . . REFERENCE Provide Backdraft Dampers Gravity Ventilators - Either automatic or readily accessible manually operated dampers must be I .. provided for all openings to the outside with the exception of combustion air openings. REFERENCE .Provide Backdraft Dampers I POWER CONSUMPTION IN FANS Not Applicable .. Constant volume system Low Pressure.- System . .. Total Supply Air Quantity ............................... CFM . I.. Total Pressure of Supply Fan ......................... Inches Water Total Supply Air Quantity Adjusted for . . . . Process Loads ................................ CFM .I Total Gross Floor Area .................... . .......... .,' S. Ft. Net Fan Performance Index (FPI) ....................... I . Variable volume'systern . . . . ., Total Supply Air Quantity at Maximum Flow . . CFM ... .: Total Pressure of Supply Fan at Maximum Flow . :. . . . Inches' Water . . . I . . Total Gross Floor Area .............. ....................- 'Sq Ft... Fan Performance Index at Maximum Flow (FPIm) - . . . . Variable Volume Adjustment Constant ................ I Adjusted Fan Performance Index, FPla PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION I qi,ef.erences to the piping insulation duct insulation and duct construction requirements presented in Section 42 of the Energy Conservation Design Manual b m u st e g I vei :eicr 1 REFERENCE PIPING INSULATION - N/A (Packaged Units) DUCT INSULATION ---,Se Schedule- Mech Install Sht I DUCT CONSTRUCTION - Per ASHRAE Handbook & SMACNA Guide ,- • • . . . .. . ..- ., , . - . . -,, - I North County Plaza, Building "K", Lease Space Ki pr o)ect I Retail Store system typo /Pmlect & Associates, Inc [cerber 14, 1987 I documentation author date Room Room No. Sq. Ft. Task Task Area Note *RCR No.. Description Appl. S. Ft. No. Sq. Ft. Total /0cc. 0cc. flask Sq. Ft. Watts /Sq. Ft. Ki 900 - Retail 1 9° 0-5 333 Circul't'nl - 1.30.27.6 9° 1.0 - 829 0-5 334 Irch'd'seI 1 30 829 '3- Allotted Designed Watts Watts 90 2570 M5O l02•' Building Lighting Compliance Hughes NorthCounty Associates owner 0 North County Plaza, Building'' , Lease Space 1(2 0 Form ..S , pro)ect - checked by Retail Store yttein type date -"Prolect & Associates, Inc. [cether 14, 1987 documentation author date I Room Room Task Task Area Note Sq. Ft. No. sq. Ft. Total Watts No. Sq. Ft. * RCR No. Description App!. /0cc. 0cc. /Task Sq. Ft. /Sq. Ft. Allotted Designed Watts Watts U. ---I __ I I ____________ _ _ I * Not necessary to calculate each RCR unless room Is small or of unusual shape and the designer wants to Justify the 5 RCR wattage I Building Lighting Form 5 i ompiiance . . . . I Hughes North County Associates owner . . - I . North County Plaza, I BuildingII K , Lease Space _____________________________ project .. I .. Retail Store system type . & Associates, Inc. December 14, 1987 documentation author . . date Task Taut Area Note Sq. Ft. No. Sq. Ft. Total Waite . No. Sq. Ft. * RCR No. Description Appt. /0cc. 0cc. (Task Sq. Ft. '/Sq. Ft. checked by PJiotted Decigned Watts , Watts --_-... Elmo ANN INEM =10mmism ANN ____• ______ - • __ I - _ -__-ANN I -- ____1101 __ IARE FEE I HEREBY CERTIFYJHAT THE, ELECTRICAL DESIGN DATA CON- _ TAINED HEREIN CONFORMS ESSENTIALLY WITH THE STATE-00 1101 - :1 .••..•'• •• ••--",. Building Lighting Form 5 Compliance I HughesNorth CountyAssociates ow ____• ner • • • • - ..I North_County Plaza, Building"K", .Lease SpaceK4 pr •- • o)ect • • - checked by - Rethil Store ______- • • • System tYP. date -,• J, , _47•_ ,LIM- •..• . • • • . _. 4. - __- _I - I - PANE M0L. 4Z & PK& AT PUMP t- S I ' Documentation Form & HVAC Form 6 Equipment Compliance I .. I References giving the specification page or drawing sheet number or manufacturer's data must be submitted to demonstrate compliance with Division 6 of the standards.. I,. Electrically.Operated . . •. Standard rating capacity, Cooling System Btu/hr Equipment .. - Minimum EER (COP) 1 - Reference .: Absorption Water Chilling . Heat source (check one) Cooling System . Direct fired (gas-oil) 1. . Equipment . .' Indirect fired (steam-hot water) Minimum EER (COP) I . . . Reference Combustion Heating •. Minimum combustion . - Equipment (Oil and'gas- efficiency at maximum . . . I , fired comfort heating , rated output . . '- " •. equipment— .- . - , Reference 1 . Electrically Operated Minimum EER (COP) 7 - . Heating Heat Pumps Reference . . . . Supplementary Heater .. ' Control . ' . I . . .'. . . Reference . Electrical Resistance Space . Reference for Full-Load . , .. I . Heating Equipment - Energy Input and Output . . Requirement for Reference . . . . . .•,,_ Manufacturer's Maintenance Procedure, Full and Partial Capacty and Stand -By Input(s) and Output(s) . . . . . . .. . I Specification Reference Statement that the Building Reference I Design Substantiafly - - Complies with the California Energy Commission Regulations for New I I Nonresidential Buildings I • . . ,, . "'c -: ?'. ...--.. - . : .. . -. -' .•. . - - ----S - - ------.- ,- . . . •• . . . . SF 7925 SF NORTH COUNTY 'PLAZA DESIGN CONDITION: CORR -7 CARLSBAD, CA . . . • DATE: '12-3-87 .'' UTR38DB/ StJMR:84D8-69W8-I2ODR I i HEATING LOAD . ItDG. KI ". BLDG. Q Desc. U x Delta I ,t A = 0 A , = 0 RF 1 0.050 32 3405 5448 1 5544 ' ,8870 1 RF 2 0.050 32 1320 2112 1 2381 3810 • U-1 0.090 32 3544 10207 f 4033 11615 14-2 0.036 32 33 101 1 275 845 I Of 01 DR 0.49 32 21 329 1 21 323 I GLS 1 1. 10 ' 32 378 34426 I 1815 63888 1 --- ------------ - ------ ----- ----- -- -------- ------- --- - - I 52623 89357 VE'rt'n. 1.08 32 10cfui 47 ppl 16330 I 79 pp1 27383 I' Duct Lc,ss 10 % . ' 6895 11675 I TOTAL HEATING LOAD . , ' 75848 I ' 128421 I -. I' I i COOLING LOAD - : .' . I ' ' I "I 'Dec. U x CLTD(CLF) ' A . 0 I = 0 I RF 1 0.044 25 3405 3746 1 5544 ' 6098 RF 2 0.041 25 , 1320 , . 1353 I 2381 2441 1 U-I (U) 0.073 17 - 652 876 1 . 0 1 U-I (E) 0.079 22 1200 2086 1 ' 0 1 l u-1 (5) 0.079 30 1019 2415 1 0 U-I (U) 0.079 60 . 673 ' 3190 I 0 U-I (NE) 0.079 19 ' 0 1 732 1093 U-I (SE) 0.079 23 . 0 I 690 1254 U U-I (SW) 0.079 56 ' 0 1 1002 4433 1 U-I (NW) 0. 079 40 0 1 1609 ' - 5034 1 . W-2 (SE) 0.080 23 0 I 130 239 I W-2 5W 0.080 56 . 0 I 130 582 1 G-1 1.060 14 978 14514 ' 1315 26935 W-2 (NW) 0.080 40 33 106 1 15 . 43 I 'I . ------- 28234 48213 1 SOLAR 0.97 37 0.74 429 11394 I 1170 31074 1 U (E) 0.97 219 0.46 48 . 4690 . 0 '(U) 0.97 213 0.50 501 53214 1 Q I (SE) ' 0.37 218 0.56 0 1 350 : 41446 (SW) 0.97 218 0.58. ' 0 I 260 31888 1 (NW) 0.97 103 0.42 0 1 35 1469 1 --- -- ------ ---------- - ---------- . ' . • 69298 I ' 105877 I r ' LIGHTS 3.41 X 1.25 12285 U 52365 .1 20605 U. 87829 1 . j PPL (9) 285 Btu/P 47 ppl . 13466 I 79 'pp1 22586 I PPL (L) 225 Btu/P 47.ppl 10631 I 79 pp1 17831 I ------------------------- -••. •.- . . 76462 I 128246 I : I .. VENT(S) 1.03 6 xlocfm "47pp1' 3062 I ' 79 pp1 . 5135 I VENT (L) 0.63 10 x 10cfu ' 47 -ppl .3213 1 79 ppl 5389 1 i-I - 1 6275 I •- " 10524 •:. ....-. , SUBTOTAL • . S 180319 1 292860 I DUCT GAIN 36061 • 5857.1 .•r .. S.F. • . - -3 %,..............--' • 14426--I ,..234234 • = I L',-. 4 TOTAL SEUSIBLECOOLING LOAD ' - ' 1983511 . '. ,. 322146 I . . . •.:''-- •-' ). >- 0 ) )• a a a a '; .i I'. •; . ••0 •. : a a a a a WOIb . :-•. in 44 ad • • -. C.• ....* - C • kj4 4.4 w 0. .- • q a Os '3'>' 9 0 41k. A. U. . .4O 0.4w' - C C 10.40 0 4)r-4k 0 -4 us c IUC4 OZ. Z 0 I = - C Zr - b—U C M X to 64 .0 • ::. H .,•.• I- - LOO • r. I.. F •i i.-. (4 . (lqu)W I •• I •• N .• 40 S .. '5' -(.40 ; 5 (.4 I - I .5 • S . • • I S. • I . S - - • : I_I — • - . • . . . I - . • - do is . —.. • , ' — • " : -: : a — • Cr ri • a.Q 0 rx c • -: : , •5 -- - ° • — - • & ••s - ' . -. • - I-. 2 ' ' I k - •- - - o • - . : : b! , . x -- U o b O a 5 '' .~ a. .0 . . -°: 0.. C a'- -• .U) Q.'.j .. -a' s'- X' C C' — a a — — ii • s- s 0 - r-' 0 '' 9 a. -- — o I— a o. 41 A. UI L_ L_ a'. K H - ' .,•.'.-.. -0;.- • - .: ', • - • - - .- • --- '- - :-. 0,, .-1.-• • ,•.•. • 4.O 0 cc -• — -- - —. --.- 64 - — -- - - - 4, -. -. - .' -- •,- 'H ,, 4 -- - - - - •. .- CONSULTING MECHANICAL' F A ~BIEWZER ENGINEERS 711 CLIENT SGPA - REF #2371 - - I PROJECT Nort1County Plaza, Bldg Q DATE 12/17/1987 BUILDING DEPARTMENT County of San Diego ZONE 7 U STATE ENERGY CONSERVATION STANDARDS (CAC TITLE-24) I RE STANDARD DESIGN CERTIFICATION _4• • .- .- - - -.• • ., 1 * - I I have reviewed the plans, and he required supporting - - calculations and data being submitted fr the roposed -- I Retail Shops (occupancy), non-Iesidentia1 buildingat Marron Rd and Jefferson St., Carlsbad, Ca (site) for p I SGPA (client) and the design submitted substantially :. I conforms with CAC Title 24, Divisions 4'€hrouh 9 (SecUôns I . T20-1490 through T-2071542) for the following EX] Forms (1,2 & 3) Design of the Building Enveloe [X] Forms (4 & 6) HVAC System and Equipment - EX] Form (5) Electrical Distribution and Lighting I (XI, Forn(7) Service Hot Water Heater ( ] Form (8), Life Cycle-Cos t of Electric I Resistance Heating - I Prepared by Steve Kapp Z,CA P E Lic# .ss3 - Energy Analyst - I Sevier Engineering, Inc - - 4 -- - •-4_ - - - •, - - - - - .-•. - - '- .. ••44.- - -' -. 'I ' • 4- ' * -- 7777 ALVARADO AD, SUITE 513 • LA MESA CA 92041 • (619) 464-1549 • :- -. - - 4 • - -. .-•. -. --5 -- -.- 4 H Energy Budget I CEC Occupancy Type .........._____ 2 USC Occupancy Group/Division ..... 3 Conditioned Floor Area ......... 4 Budget Table ............. 5 Allowed Energy Budget (WS-IA) ..... Calculated Annual Energy Consumption 6 Approved Calculation Method ...... 7 CEC Designation ........... 8 Muttipher ............... Estimated Energy Use 9 Heating ................ 10 Cooling ................ 11 Fans ................. 12 Lights ................ 13 Miscellaneous Equipment ........ 14 Total ................. 15 A4.TotaJ Energy Use (fine 8x line 14). Compliance Statement ft2 kBtthp-1t2 kBtu/yr-ft2 kBtu/yr4t2 kBtWyr-ft2 kBtu/yr-ft2 kBt/yr-ft2 kBtu/yr-ft2 kBtu/yr-ft2 I Certificate of Compliance (Part I of 2) CF-1 For Enforcement Agency Use Only 6 T Project Aect/Engveer Building Permit Number VAgcoI . Project Location 7 City/Town Cmata Zone VI' Docurr(entation Author *bale Plan Checked By Data jre and Registration Stamp Approved By Data I I I Prescriptive Approach/Performance Performance Approach Approach Strategy I I I ~ 1) I I L I I General I CEC Occupancy Type .......t4I L 2 UBC Occupancy Group/Division ..... 3 Package Selected .....!7? 4 Gross Conditioned Floor Area .......7gz6 It 2 Roof and floors 5 Proposed Roof/Ceiling R (CF-2, CF-3). . 27-1 7hr.F-f12IBtu 6 Required Root/Ceiling P4 (CF-2) ......NA 7 Proposed Exterior Floor P4 (CF-2, CF-3). ._______ hr-F-ft2/Bi 8 Required Exterior Floor R1 (CF-2) ......'LI hr-F-ft2/Btu Walls 9 Proposed Opaque Walt Rt(CF-2,CF..3). _1+01 hr-F-ft2/Btu 10 Wail Heat Capacity (CF-3) .........4. Btut-ft2 11 Required Opaque Walt R (CF-2) ......NA hr-F4t2/Btu Glazing In Watts 12 Exterior Wall Area (CF-2) .........4•37 ft2 13 Total Glazing Area (CF-2) .........J744 ft2 14 Proposed Total Percent (Line l3/Linel2)._3.% 15 Average Total SC (CF-2) .........hO 16 Allowed Total Glazing Percent .......LA 17 West Exterior Wall Area (CF-2) .......ft2 18 West Glazing Area (CF-2) ........ ft2 19 Proposed West Percent (CF-2) ......I 20 Average West Sc (CF-2) .........I 21 Allowed West Glazing Percent .......I Glazing In Roof (CF-6) Proposed Aitc4ved 22 Skylight ......... ft2 23 Skylight ......... ft2 24 Skylight 3 ......... 25 SkyFight4 ....... ... ft2 26 Skylight 5 ......... ft2 27 Skylight 6 ......... 28 Skylight 7 .......... 1,12 29 Skylight ......... ft2 Lighting (See Part 2 for Additional Performance Specifications) 30 Proposed A4usted LPD (CF-5) .......WaftWft2 31 Mowed LPD (CF-5) ........... W&tt*/tt2 HVAC (See Part 2 for *itiona( Per$ormapce Soec'tcations) 32 Performance Set Selected 7 '_(f&rM5 4-44) 33 Proposed Fan Wattage Index (CF.4). . . 't /A Watts/ft2 .34 Allowed Fan Wattage Index ....... Wattsift2 35 Proposed Cooling Power Index (CF-4). 8tuJVft2 36 Allowed Cooling Power Index .......BbMt2 37 Proposed Heating Power Index (CF.4). . BtuMt2 General. The proposed building represented in this set of compliance documentation is consistent with the other compliance forms and worksheets, with the plans and specifications and with any other calculations or computer rune submitted with this permit application. Performance Approach. (when applicable) The energy performance estimate presented on this form was calculated using the approved calculation method indicated above and with the CEC established fixed and restricted engineering inputs for the applicable climate zone and occupancy type. PrescrIptIve Approach. (when applicable) The proposed building has been designed to meet the requirements of the Alternative Component Package indicated above for the appropriate occupancy type and climate zone I I Form Revised September 1986 . ' -. -- Page J...... of I Certificate of Compliance (Pan 2 of 2) CF-i it.J7-y' P1447-A, &1JII-P/M4i: Q Foc Enm.nt Agency Use On Donta*on AoiiFim ' Data By I .Both parts one and bwo of No CArtfficalm of CompIienc* must be kck,ded with each butho permit apphceton for the above nod building and en the plens sL*)mitd for .ppro. The buidng festres end roments represente(on the Cendicalm of Comp.encs are adeqiate to actet wth the second generaon norresdentis1 energy standards for the budng ref erenned above. The building featim and rezements we also .qua for urg stseqent &tsribons, m dfions or &bons the b4Ing. .- . ;. . 'I . . .. .. . . .. Designer On* Name (Print) tidwcompeny Nern, . Address Sçnatiue Da Enforcement Agency Signature . .Dav Designer Three 7m LcAil/ Name (Print) Z///r/k'a f,4-ssôc Tie/Ccmpany 1271 W,st /ftth 206-v c4 9iz Signature . • Data Ercement Agency Sature Daft i I Designer Two . . Designer Four . . 'Nam v'•i6 /1-A -r - Name (Print) : I Trd&Campwiy Mane . 3044-I v's. i-A fr 1i&Ccmpany Name . .. . frees •.. . . • Signature . Date Signature Data Enforcement Agency Sgnatur. Data forent Agency Signature . - -• : EflfDfOSfrbfit Ag.nCy . I 1ÔRTäCO1JNTY :Asso&ATEsea]ifornia. Qra Name (Print) I artnershi- • BY.:HI-NC Calif niageriera±-partflership7 '--Genera1Partner - - BY HUGHESINVESTMENTSaCalifornia;; Aees Cgeneral- partnership, Gnera1 Partner I I . .. • . IL____ rtê llir Par tnei j HVAC I ILDiNG DATA FORMBUILDING 4VELOPE COMPLIANCE C FORM 1 I . PROJECT TITLE: NORTH COUNTY PLAZA , . . DATE: 11/24/87 BUILDING: Q CLIENT: . . . , BGFA . •' " DOCUMENTED BY: S.L.K . I LOCATION CARLSBAD REF* 2371 'SITE DESCRIPTION . . . . . . I Location Code Number . . S . . 1 157 Latitude ' ' ' .' 0 . 2 . 33.2 Degree Days - Heating . .'' ' . . . 3 ' 2092 I SF , Solar Factor , ' . . •' . . ' ' 4 . 122. 7' 'DELTA T, (ASHRAE Pesien Temp. - 78F) I BUILDING DESCRIPTION Occupancy Type Code Number ' , ' 6 '74 Gross heated floor area, sq..'ft. '7 7925 'Number of floors I Ground floor perimeter, ft. . ' 9 384 Longest diagonal dimension at ground floor, ft. 10 135 I Height, 'ft. . 11 14.0 WALL Surface Areas ' ' ' Area' Opaque ' Wall 12 '3630 Area Window 13 , 1746 Area .Door . 14 . 0 Total AOW 15 5376 I Heat Transfer Coefficients * Wal l Assemblies vary °,U Wall 16 0.071 I in composition; See ' WINTER ' Form 2 for 'areas. U Window U Door 17 16 1.130 0.000 and U—values U Wall 19 "0.071 SUMMER U Window 20 '1.040 U Door '21 • ' P.IJOO Shading Coefficient f Glass -''-' ' ' ' 'SC 22 1.00 Weight of Wall Construction,' lbs/s.f. W '23 , ' ',14 Mass Correction Factor " -. ;'• - ' " , ', .MCF ':24' 1.00 I Equivalent Temperature Difference " TDeq 25 - 44 ' ' - .. ROOF : ' -.. ' •'" S S . Surface Areas Area Opaque Roof 26 7925 I Area Skylight 27 0 Total '-AOR 28 7925 Skylights 29 I Difference of line 27_and SY. cf line 28 30 , Sum of line 26 and line 30 31 7925 I - I BUILDING DATA FORM, BUILDING ENVELOPE COMPLIANCE .. Page 2 I REFIt , 0 2371 I .Heat Transfer Coefficients'- • S . .. ..' . U Roof .32 0.04- U. Sky I i ght 33 . - 0.00 . 0 ob f • '0. 04. Shading Coefficient of Skyli ght • . SC ' .36 0.00 Mass Coefficient, . . : MC 37. 1.00 I Ab.scrp-tance Coefficient" . . . . • . AC -.38 0.79 FLOOR ,Floor-Area over unheated space •. ..'. A Floor '.39 I •. . . . : . : U Floor '40 0.00 HEATING DESIGN CRITERION .. . . 'O• I Standard 0 UOw . . .43 0.429 Standard UOr . .- . . . 44 .0100 Standard UO+ 0 , 45 .. 0.245 I Maximum Al lowale UO . 0.233 Proposed UOw 47 .0.415 I Proposed UOr . . S '. 48 0.044 I. . Proposed UOf . 0 . '.. . . . 0 49 0..000 .Proposed UO' (Must not exceed I i,ne 46) 50 _. 0-.194 COOLING DESIGN CRITERION I Standard OTTVw 61 31 60 Standard OTTVr 52 4 10 I - 53 15 215 Proposed OTTVw .. 54. --,35.'347'_ I . Proposed OTTVr 55 1 425 0 . 00 Proposed OTTV (Must ot exceed line 53) 56 15. 136 .. S ' -'--.-.. ':, •. - ". '. '".: .- - * .•- -.• I ,, . ' .,' 0 . - ._ .•. 0' 0 I - z -- - . - - -- -,,-. ----.-.- I MATERIALS DATA FORM PtRl 2 : BUILDING ENVELOPE COMPLIANCE Project Title North County Plaza Building Q Documented by: .!SLK Location Marron Rd & Jefferson St 'o Carlsbad, Ca Date 11/25/87 I Project Designer: Checked by: S . Date: . Ref. 2371 . . . . . . . . S. U Wall e i Weight of wall construction, lb/ft (see Sec. .4.1.8) W1 1 14 Heat Transfer Coefficient (see Sec. 4.18) U 2 .071 I Surface Areas (Attach sheets todocunient any Orientatio 3 Northwest additional compass orientations) Area 4 1435 Orientation 5 Northeast Total Area = 3630 S.F. Area 6 581 l'F = 1.0 . . Orientation 7 Southeast . ']:'Deq = 44 . . Area 8 643 I Orientation 9 Southwest Area 10971 . • . Wall Type 2 . . ••,, . Weight lb/ft . of wall construction, W2 11 Heat Transfer Coefficient . * . . . . U2 12 .I Surface Areas (Attach sheets to document any Orientation 13 .. additional compass. orientations) . . . Area 14 . Orientation 15 . Total Area = . . .5 . . . . Area 16 . . . MCF = . . . .. . ... . Orientation 17 . . . TDeq= . : . .. .Area .18 Orientation 19 . . Area 20 I W411ype3 2 Weight of wall construction, lb/ft •W3 21 ............... Heat Transfer Coefficient U 22 Surface Areas (Attach sheets to document any Orientatio 23 additional compass orientations) Area 24 - Orientation 25 Total Area = Area 26 I MF = Orientation 27... TDeq= . Area 28 Orientation 29 I - Area 30 5,.. 5 5. . S •.SS • ....S. - . .4 ......... I I - .5-- I • ( S I .. S. MATERIALS DATA FORM - BUILDING ENVELOPE COMPLIANCE Page 2 of Form .2. Project Title: North County Plaza;.7Bui1ding: Q I Ref. 2371 S S I • Wall Type 4 2 Weight of wall construction, lb/ft . Surface Areas (Attach sheets to document any additional compass orientations) tJ Orieñtatioi 31 . 32 33 . ..S Area 34____ I. S Orientation 35. Total Area = . S Area - 36 . _. I Pt2F TDeq= . . S . Orientation Area 37 38 S S Orientation 39 .1 •. Glass ypel Area 40 Shading Coefficient (Table 3 of Appendix I or mfrs. data) 41 1.0 Heat Transfer Coefficient (from mfrs. data) . Area 42 1.13 I Surface Areas (Attach sheets to document any Orientation 43Northwest additional compass orientations) : Area 44 35 . S S Total Area = 1746 S.F. S Orientation Area . 45Northeast 46 637 5 5 5 5 Orientation 47Southeast S S Area 48 827 S S S S S Orientation 49Sout7west S S . S 5 5 5 Area 50 247. SI Glass .Type 2 Shading Coefficient (Table 3 of Appendix 1 or mfrs. data) 51 . S Heat Transfer Coefficient (from mfrs. data) Area 52 I Surface Areas (Attach sheets to document any additional compass orientations) Orientation Area. 53 54 S Orientation 55 Total Area = S S Area 56 S Orientation 57 S . -: 55 • Area 58 .: Orientation 59 Glass Iype3 Shading Coefficient (Table 3 of Appendix 1 or Heat Transfer Coefficient (from mfrs. data) Area mfrs data) Area 60 61 62 . Surface Areas (Attach sheets to dócuineñt. .any . Orientation 63 additional compass orientations) Area 64 65 I Orientation Total Area = Area 66 Orientation 67- Area Orientation Area 68 69 - 4 70 I .5 .. . . S S 55 .. i..- . .. .5 . 5•5 "5 5 5 5 - I - .5 - .- - - ... - a' ...L 3. .,. ......__ ,...._...... - _.. I MATERIALS DATA FORM - BUILDING .ENVELOPE COMPLIANCE' Page '3 of. Form 2. .I . Project Title North County Plaza, Building Q Ref. #,2371 Glass Type 4 I Shading Coefficient (Table 3 of Appendix 1 or mfrs. data)- 71 . Heat Transfer Coefficient (from mfrs. data) Area 72 . .• Surface Areas (Attach sheets to document any. .. Orientation 73 additional compass orientations) . Area 74 I ' Orientation 75 ' Total Area = . . .'. : . ' Area .76 Orientation Area 78 77 .. Orientation '79_____ Area 80 I . •'• •H• Rxif Roof Type l ,.. . 2 Weight of roof construction,.lb/ft (see Section 4.1.8) . 81 .65 Heat Transfer Coefficient (see Section 4.1.8) . . . ' 82 .744 Surface Area (Attach sheets to document any additional 83 7925 roof types). '• . . . . . •.: Skylight Area . . . . . . 84 " I Skylight Shading Coefficient (from Table 3 of Appendix 1) -. 85 " Skylight Heat .Transfer Coefficient (U-value) ' . ' 86 . Floor Floor Type 1 (floors over. non-air coditioned spaces only)'' I Weight of floor construction, lb/ft. (see Section 4.1.8)' 87 Heat Transfer Coefficient (see Section 4.1.8) - . 88 I . Surface Area (Attach.sheets to document any additional floor types) . .. • ' 89 . Doors I.. Surface Area . . ' . . . • 90 . '. . . Heat Transfer Coefficient (U-value, see Table 4 of . . '91 . • . . Appendix 1) 'I . . .... . .,:. . . . .. I - I 'C .1 . :: : a Inside rface Air Film 068 0 68 Su LI: U . . co no ...,., Sketch of Construction Assembly Outside Surface Air Film 0.25 0.17 WEIGHT: 15.0 lb/ft2 - cooling heating I . 14 .OS 14.01 Check one: Total Resistance X . - cooling - heating I . Wall Roof . . u-vaiue (uRt) - fl .:0 71 . ..0.071. - . - . - •. cooling . heiting Floor . . . .. .-,. I I Sketch of Construction Assembly 7 — Inside Surface Air Film Check one - . ..,Outside Surface Air Film .17 I Wall . hsatèn 65.: 2 Weight — ibm/ft .- . .... .. ,.. Xi e;ling!Rcyj 22 87 Total Thermal Restan IRT) — - I -$cor r 1/RT.OverallHost TrenzferCOetfIclentlU) 044 Stu/ thr.Pt I .................................--..- .. ...... .... Westland Healing & Air Conditioning, Inc. 3O.1 Poswell St. Los Angeles. CA 90065 I H H - - --- - - c -ç - / --k-, - DOCUMENTATION FORM F 0 R tI' 4 " - -- - -- H V AC.'SYSTEMS COMPLIANCE : I PROJECT DESIGNER: SGPA DOCUMENTED BY: A. G. '- PLANNING & ARCHITECTURE DATE: 12-3-87 PROJECT TITLE: NORTH COUNTY PLAZA PROJECT ADDRESS: CARLSBAD, C . JBLDG. DESIGN CONDITIONS Building Occupancy Type. .................................. 074 -- Project Latitude .........................................33.2. Heating Degiee Days.; .................................2092.. HEATING LOAD-DOCUMENTATION I . Outdoor Design Temperature, .- Winter 33 IF Indoor- Design Temperature ..................70 IF Temperature of Adjacent Unheated Spaces 54. 'F 7.r~arvsrnissiorr Heat Loss .................. . ..... 89357 Btuh Irsfiltratic4rc Air...............................0 Heat Loss from Infiltration .................. - 0 Btuh Ventilation Air.............................. 793 Heat Loss from Vent i I at i On...................2739 Bt uh Outdoor Air for Special Processes..............0 Heat Loss from Process Air ...................0 E(tuh Other Heat Losses(describe) ..................11675 Btuh TOTAL Heat Losses .............................128421 Btuh . -COOLING LOAD DOCUMENTATION Outdoor Design Temperature, Summer, dry bulb.. 84 IF ' Out door. Des i grc Ternperat ure, Summer-,wet bulb.. 69 'F Indoor- Design Temperature, Summer, dry bulb. 78 'F Indoor Design Ternperature Summer, wet bulb... .65 'F Transmissions Heat Gain ........................48213 Btuh Infiltration Air .............................0 CFM Heat •Gain from Infiltration Air- ............... 0 Btuh -•• . Outdoor Air for Special Processes ............ 0 CFM Heat Gain for Process Air.....................0 E'tuh SOLAR Heat Gains Through Windows .............. 105877 Btuh Heat Gains from Lights, Equip't, People, etc 123246 Btuh Heat Gains Heat Gains from Other Sources.......29286 Btuh Outdoor Air. - CFM / Persons (Not > Tab. Rates) 10 CFM/Prsrs .:U .• Heat Gains from Outdoor Air .................... 10524 Btuh TOTAL Cooling Load........... ., ................322146 Btuh ;_ .1 I I Form 4 continued 2 - - $•. - • . . . Outdoor Air - - CFM Per Person (Not to Exceed - •• -, . . . - - . - Tabulated Minimum Ventilation Rates)... -- - -. - CFM/Persori. - - - - - - Heat Gain From Outdoor Air ..................- - 'Btu/Hr.. - . -- - - Total Cooling Load .................... Btu/Hr.- - .. - - - TEMPERATURE CONTROL - . Attachrnanuf ac! urers data or other, give specification or drawing reference which shows that the •., - room thermostats meet hè requirements of T20-1 503 (a) and c). REFERENCE page or sheet No.) 5F.. YAJLL Indicate drawing or specification reference where the temperature control device requirements given below are documented. An automatic temperature control device shall be provided for each separateHVAC system ...................................See Mech. Plan each zone .................................................. SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be complied with when recovered energy is used to control temperature. -. 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 requirerñerits. Concurrent operation of independent 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. I . . REFERENCE Sequential temperature control of I heating and cooling systems ............................... . - - -. .0 Automatic reset of heating temperature, : • - S - to limit energy input only to that level to . - offset heat iOSS due to transmission and I - infiltration NJIi.L Reheat sstes — give reference specifications page or drawing iumber which will show I compliance with the following when reheating 20% or more of the total air in the system It. When serving multiple zones controls must 401 mat cally reset the cold air I suoly t6 .6 highest temperature level of the zone requiring the most cooling 14 1A. Single 'zone reheat systems shall be controlled .. r I I to sequence heating and cooling N / A - -.5 Form 4 continued I. Dual-duct or multizone systems - give reference specifications page or drawing number which will show compliance with the following I . .. . REFERENCE '. S Hot deck temperature - must be automatically . . reset to the lowest temperature necessary I ' ' to satisfy the zone requiring the most heating .............N 1 A Cold deck temperature - must be automatically reset to the highest temperature necessary 1 to satisfy the zone requiring the most cooling .............N / A Recooling systems - give reference specifications page or drawing number which shows I . compliance with the following if recooling 20% or more of the total air in the system. . Controls must automatically reset The temperature of heated supply air to the lowest . I . temperature necessary to satisfy the zone .. requiring the most heating ............................. ....N / A , HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS . I 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 I .show compliance. Supply. references to proper specifications page or drawing numbers. Type HVAC System Used - Describe type of system to be used (include reference for specifications for the system). . . I p Hi UH DUCTWORK FABRICATED & INSTALLED PER S!1ACNA STANDARDS '& LOCAL CODFS TFMPFRATURE CDNTR(II IS AS SPFCD nJ RROCH. I. .' 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. I REFERENCE Constant volume dual-duct or multizone systems which utilize new energy to simultareuly I . ., 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 wren operating at the maximum system . • pressure to which the dampers will be subjected. Manufacturers label or nameplate shall state I leakage rates REFERENCE A - I I .: I Form 4 continued 4 I . EconomizerCycle -For each cooling fan system, for othrthan dual-duct or multizône 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 Electric Resistance Heating Systems - These systems shall not be used unless the total .I ' ,iristalledelectn 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 S if calculating life cycle, cost. REFERENCE 'N!A ' 1' MECHANICAL AND GRAVITY VENTILATION Mechanical ventilation -. Dampers which are automatically interlocked. and closed on fan shutdown.are required. . . . I . . . 'REFERENCE Provide Bpckdraft Dampers . Gravity Ventilators - Either automatic or readily accessible manually operated dampers must be I provided for all openings to the outside with the exception of combustion air openings. . REFERENCE Provide Backdiaft Dampers POWER CONSUMPTION IN FANS Not App'icable. .. Constant volume system Low . Pressure System Total supply Air Quantity .............................______________ CFM Total Pressure of Supply Fan ............................. Inches Water Total Supply Air Quantity Adjusted for 'Process Loads ....................................... CFM Total Gross Floor Area.................................... , S. Ft. Net Fan Performance Index (FPI) ....................... Variable volume system ' '..' ' ' . . . . , . . Total Supply Air Quantity atMaximum Flow :...........,. ' ' CFM I Total Pressure of Supply Fan at Maximum Flow .'... ' ' Inches Water Total Gross Floor Area Sq. Ft. Fan Performance Index at Maximum Flow (FPlm) Variable Volume Adjustment Constant I Adjusted Fan Performance Index. FPla PIPING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulaton duct insulation and duct construction reQuirements I presented in Section 42 of the Energy Conservat on Design Manual mus De tvC1 :eic REFERENCE PIPING INSULATION - N/A (Packaged Units) DUCT INSULATION - See Schedule- Mech Install Sht I DUCT CONSTRUCTION - Per ASHRAE Handbook & SMACNA Guide I Lighting Summary and Worksheet (Part 1of CF-5 North County Plaza,.Building '' . . For Enforcement Agency Use .Only Project Tide /PROLECT &ASSOCI.ATES .12/14/87 . . .. flocumentabon Author/Firm Date . . . . Checked By . Date Proposed Adjusted LPD Tailored LPD Approach (when applicable) 1 Total Building Watts (CF 5) 16, 328*Watts I Watts for IC A. D/E (WS-5C) l,'206, Wafls 1 2 Control CredtWatts(WS-5B) . ..... Watts 2 Task Watts for IC: E& F(WS-5D) ......20, 22SWans 3 Acusted Watts (Une I - Une 2) .....i, 328 Watts * 3 Non-Task Watts for IC: E & F (WS-5D). • -- Wafts 4 Conditioned Floor Area .........7,977 112 4 Task Watts for IC: G, H & I (WS-5E). . Watts I s Acusted LPD (Une 3 / Une 4) .......2. 05 Watts/ft2 5 Non-Task Watts for IC: G, H & I (WS-5E) -- Watts 6 fletaiWTholesate Store Ughbng (WS-517) .864 watts' 7 Total Allowed Watts (lines I) ........22, 295watts 8 Conditioned Floor Area ............7, 977ft2 I . . . 9 Maximum LPD (Line 7 / Une 8). . .2. 79 Watwft2. Building T" Lighting Load Summary for 4—Lease Spaces . . I PROPOSED LIGTING(Designed Watts). LIGHTING POWER DENSITY(Allotted Watts) • SPACE Qi . 1922 W 1 SPACE-Ql 212W • SPACE. Q2 1,346 W• . : SPACE Q2 . .. 185 W • SPACE Q3 .13,060 w ::SpACE.Q3 .809 W I TOTAL -- 16,3281 W SUBTOTAL 1206 W. 2 SPACE Q1 . 2700 W SPACE Q2 1975 W SPACE Q3 15,550 W SUBTOTAL :. 20,225 W • . .. 6 SPACE Q . 144:W SPACE Q2 - 144:w - - . SPACE Q3 - 576 - .-:- -: I SUBTOTAL 864 W TOTAL WATTS 22,295 *Based on first generation,T,tle 24, Form 5 (3—sheets 'attached) "Designed Watts" I: **Based on first generation, Title 24, Form 5 (3—sheets attached)"Allotted ts dr Building Lighting Form 5 Compliance I Hughes North County Associates owner North County Plaza, Building "(I", Lease Space Q1 pro)ect Retail Store system type & Associates, Inc. De cther 14, 1987 I documentation author date checked by LWI-11, I . 0 I Room Room Task Task Area Note Sq. Ft. No. Sq. Ft. Total Watts Allotted Designed No. Sq. Ft. *RCR No.. Description Appi. /0cc. 0cc. /Task Sq. Ft. /Sq. Ft. Watts Waits -a-_- mms - Vi IRI _ =----- - — [I _ mom ____ I HEREBY CERTIFY THAT THE ELECTRICAL DESIGN DATA COW TAIKED, HEREIN CONFORMS ESSENTIALLY WITH THE STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS FOR NEW, NON-RESIDENTIAL BUILDI~4GS. I *".I necessary to calculate each RCR unless room Is small or of unusual shape and the designer wants to justify the 54, RCR wattage Building Lighting Form I Compliance I Hughes North County Associates owner I Worth County Plaza, Building"Q", Lease Space C2 pr O)ect Retail Store system type & Associates, Inc. Icether 14, 1987 ocumen,aiion au or date - I Room No. Room Sq. Ft. * RCR Task Task Area No.. Description Note App!. Sq. Ft. /0cc. No. 0cc. Sq. Ft, flask Total Sq. Ft. Watts /Sq. Ft. Allotted Watts rDvmfgni~_d~ Watts iI —.— - "..INNION - - 1101 __ ENMIRNM - INNINEENIMIZE -- ME== __ I __-I--- I I HEREBY CERTIFY THAT THE ELECTRICAL DESIGN DATA CON- TAINED HEREIN CONFORMS ESSENTIALLY WITH THE STATE OF CALIFORNIA ENERGY CONSERVATION -STANDARDS FOR NEW. NOWRESIDENTIAL BUILDINGS. 97 - NINE 1101 Page Total - * Not necessary to calculate each RCR unless room Is small or of 144 unusual shape and the designer wants to Justify the S flcfi wattage :Bldg. Total checked by I date owne North County Plaza, Building 'T , Lease Space Q3 - project , RethilStor system type & 'Associates, Inc. Decether 14, 1987 docuientatton author dote Room Room logic Talc Area Note Sq. Ft. No. Sq. Ft. Total Watts No. Sq. Ft. * RCR No.. Description App!. /0cc. 0cc./Task Sq. Ft. /Sq. Ft. Allotted Designed Watts Watts IMEN - INNINEM INE WME __ 1 I - - S ANN I ININ _ -___ __ '.__ANN _-- __ I _1 I HEREBY CERTIFY THAT THE ELECTRICAL 'DESIGN DATA CO TAINED HEREIN CONFORMS ESSENTIALLY WITH THE STATE 0 CALIFORNIA ENERGY CONSERVATION STANDARDS FOP. NEW —1 NON-RESIDENTIAL BUILDINGS. _ ANN ANN * Not neceesciry to calculate each RCR unless room Is small or of 'unusual shape and the designer wants to Justify the $ RCR wattage - I " PA1'I4E MOL. PK& PUMP 1Y2.- S 1OPj I Documentation Form & HVAC Form 6 Equipment Compliance I I . References giving the specification page or drawing sheet nurI-iber.or manufacturer's data must be submitted to demonstrate compliance with Division 6 of the standards. I . Electrically Operated. . Standard rating capacity, . . . Cooling System Btu/hr . . Equipment Minimum EER (COP) . . . 1 . . . . . i . •. Reference . . S U Absorption Water Chilling Heat source (check one) Cooling System Direct fired (gas-oil) I . . Equipment . . Indirect fired (steam-hot . . . . water) . . - . . . . . Minimum Er- -7R (COP) I ... . . Reference Combustion Heating Minimum combustion . . . . Equipment (Oil and gas- efficiency at maximum . . . . . I . . fired comfort heating rated output, equipment- . Reference . . •5 . S.. I .. Electrically Operated Minimum EER(COP) . 0 Heating Heat Pump. . Reference . ?T Supplementary Heater• Control . - i.J /. Reference . .. . . Electrical Resistance Space . . Reference for Full-Load . . . I ,.. . Heating Equipment Energy Input and Output Requirement for 2 Reference . . . I Manufacturer's Maintenance . . . .. .. .. . . .. Procedure, Full and Partial . ... . . ... . Capaci ty and Stand -By Input(s) and Output(s) Specincation Re'erence Statement that the Building Reference D"(S I Design Substantially Complies with the California 4 Energy Commission I Regulations for New Nonresidential Buildings c • • - ............................................................ -.2 . . 0 • . • . •0 • • 0 •0 . 5 SUBTOTAL DUCT GAIN 2% S. F. 8% TOTAL SENSIBLE COOLING LOAD 6275 I. 180319 I 36061 14426 •I - ========= I 136351 I - .: -:..-. .- ..... H -- --- -r - - - -. - --- - - - r - - - -- -v- ----------'.i•--. -..-..- -__ 4725SF -. - 7925 SF J NORTH COUNTY PLAZA DESIGN CONDITION;' CORR.--7 CARLSBAD, CA .- DATE.' 12-3-87 .WTR38DB/ SUMR:84D8-69U8-I2ODR I: HEAINGOA- ----BLDG- ------ --------------- Desc. U x Delta T x A = 0 A 0 - I RF 1 0.050 32 3405 5448 1 5544 . 8870 1 . . RF 2 U-1 0.050 0.090 32 . 32 1320 3544 .211 12 1 10207 1 2381 . 4033 3810 11615 W-2 0.096 32 33 101 1 275 845 01 01 DR 0.49 32 21 329 I 21 329 I GLS 1 1. 10 32 978 34426 I 1815 63888 1 I I 52623 I 83357 Veritri. 1.08 32 x10cfm . 47 ppl 16330 I 79 ppl 27389 I .I Duct Loss 10 % 6895 1 11675 TOTAL HEATING LOAD . 75848 1. 128421 I . . .. COOLING LOAD . . DEsc. U CLTD(LF) A =. 0 o .I RF .1 0.044 25 3405 3746 I 5544 6093 I RF 2 0. 04 1 25 . 1320 . 1353 I 2381 2441 1 • U-i Cr4) 0.079 17 - 652 876 1 0 1 I U-1 CE> U-1 (5) 0.079 0.079 22 30 1200 1019 2086 1 2415 I 0 1 0 U1 (U) 0.073 60 . 673 3190 I 0 U-I (NE) 0.079 19 . 0 I 732 1099 • U-I (SE) 0.079 23 0 I 690 1254 I w-i SW 0.079 56 . . 0 1 1002 4433 I U-i (NW) 0. 079 40 . 0 1 1609 - 5084 1 W-2 (SE) 0.080 . 23 0 1 130 239 1 0,030 56 0 1 i30 562 1 I W-2 NW 1.060 0.080 14 40 978 33 14514 I 106 I 1815 15 26935 48 I • --- . 23284 1 48213 1 SOLAR • G-1 (14) 0.97 37 0.74 429 11394 I 1170 31074 I CE> 0.97 219 0.46 43 4690 f 0 (U) 0.97 219 0.50 501 53214 1 0 1 (SE) 0.97 218 0.56 0 I 350 41446 I I • (SW) (NW) 0.97 0.97 218 0.58 103 0.42 0 f 0 1 260 35 31888 1 1469 1 I I 69238 1 105877 I ... I • I . LIGHTS . PPL (9) 3.41 X 1.25 . 285 8tu/P 12285 47 U ppl 52365 1 13466 1 . 20605 79 U 87829 1 ppl 22586 I • PPL CL) . 225 Btu/P . . 47 . PP1 . ---------I 10631 1 79 . ppl 17831 . ---------I 76462 I . 128246 -1 I.VENT (5) 1.03 . 6 x10cfi 47.ppl 3062 f 79 ppl . 5135 VENT (L) 0.68 10 X 10cfm 47 ppl 3213 1 79 pp1 5389 I - ,set/day :J ILDING DATA FORM ILDING SERVICE WATER HEATING COMPLIANCE (Rrf.c to Chapter 4.4 of the Energy Conservation Design Manual) I Form 7 ••$R.1 1178) Do PROJECT TITLE .srT, By Lion __________________________________________ I )act Dwpier_________________________ SEVIER ENGINEERING, INC. By________ Date_____________ SERVICE WATER HEATING rETM DESCRIPTION I. Water heater shall be listed on California Energy Commission Directory of approved heaters. Energy Source Type - Record I if W. 2ifelectric3if oil. 4ifother .........................I Occupant (Use Table 1 of Appendix 1)...................2 Number of Occupants in Perimeter Zone .........Weekdays 3 ... Weekendsand Holidays 4 Nnber of Opsnti in Core Zone ...Weekdays 5 Weekends and Holidays 6 Occupancy (hours of use per day) ... . .............. Weekdays 7 Weekends and Holidays S q.FtJOjp 11W Demand Total Number of Occupants (Une 3 + Line 5)...............9 I 11W Demand Per Persons 9a11day (From Table I of Appendix 5). 10 Total 11W Demand for personal uses get/day (Line 9 x Line 10). 11 Equipment HW Demand (artath desiption Ii) Total HW Demand for equipment requiring 1400F 11W (.... dishwashing and laundry equipment)....................12 I . Special equipment requirements (arDc description list) ...... 13 ................14 Water Supply TePnpevitDre (from Iol utility) .......... .17 T for Personal HW Demand (Av9;1I0°F—Line I 0 Allot EquipmentHW Demand (140°F—Line 17)... ......19. Personal Not Water Usage5 days per year . . . . . . . . . . . . . .20 I Equipment Not Water Usage d.YI per year . . . ..... ... . .. .21 PERSONAL HOT WATER (SAGE (it 110°F) S a Total HW Demand (Line 11) a Day. of Use Per Year (Line 20)1 X,& I. (Line ¶6)° Annual Energy Consumption .... .. . . .22 T/dsy çi)/dsy Payne Air Conditioning Indianapolis, IN City ol IndusIiy, CA A86066 Model 542G is our iatestgeneratiôn of packaged heat pumps for'résidential and commercial applications. These heat pumps are the result of our firm commitment to the design and development of the finest heat pumps modern technology can offer. Our ,commitment is backed by our advanced engineering, testing; and research labo- ratories; and our wealth of practical experience. Model 542G is designed in one basic cabinet size, fea- tures a round side-by-side duct configuration on sizes 018 thru 048. Rectangular duct configuration is available on 060 size only. Voltage options meet most residential and commercial requirements. Models install easily on a roof- top or a ground-level pad. FEATURES FACTORY-ASSEMBLED PACKAGE is a compact, fully self-contained, all-electric, combination heating/cooling unit that is prewired, prepiped, and precharged for mini- mum installation expense. RUGGED, EFFICIENT, COMPRESSORS are specifically designed forheat pump duty and high energy efficiency during heating and cooling operation. Each compressor is hermetically sealed against contamination to help pro- mote longer life and dependable operation; and vibration isolated to provide quiet operation. During heating opera- tion, these reliable compressors are designed for continu- ous operation down to extremely cold outdoor tempera- tures. All compressors have internal high-pressure and overcurrent protection. INDOOR BLOWER MOTORS have been carefully selected to minimize energy consumption and to withstand the heavy-duty, year-round, operation required by heat pumps. These motors are designed to meet the require- ments of a wide variety of residential and commercial applications. 0 - DIRECTDRIVE, PSC, OUTDOOR FAN MOTORS have been selected to help reduce energy consumption. Units are designed for cooling operation down to 55°F. BUILT-IN RELIABILITY COMPONENTS include a suction- tube accumulator that keeps liquid refrigerant from reach- ing the compressor, a low-pressure switch that stops the compressor ! the refrigerant pressure drops to an unsafe operating level, a crankcase heater to keep the compres- sor oil warm and free of refrigerant for maximum lubricity, compressor quick-start components on single-phase units to improve starting characteristics, and a unique metering device to eliminate potential serviceability requirements of check valves and expansion devices. UNIT DESIGN—Indoor and outdoor coils are computer- designed for optimum heat transfer. Vertical outdoor fan discharge carries sound and air up and away. The high- voltage inlet panel is designed to accommodate a field- installed electrical disconnect. A low-voltage terminal.- block simplifies thermostat connections.' Refrigerant service connections make checking operating pressures easier. TIME/TEMPERATURE DEFROST system is used to increase heating cycle efficiency. This type of defrost system has proven to be very reliable. The time/tempera- ture control looks" for. coil icing conditions only at pre- set time intervals, starts the defrost cycle only if the defrost thermostat senses icing conditions, and automat- ically ends the defrost cycle when the coil has warmed sufficiently to melt the ice. WEATH ERIZEDCABIN ETS are constructed of heavy-duty, phosphated, zinc-coated steel; and finished with corrosion-resistant, baked enamel. Interior surfaces of the blower section are insulated to help keep the condi- tioned air from being affected by the outdoor ambient temperature. ACCESSORIES SUPPLEMENTAL ELECTRIC HEATERS that mount irside the heat pump blower compartment are available in a vari- ety of KW and voltage options. ADDITIONAL ACCESSORIES & OPTIONS are available to 0 meet the particular requirements of a variety of applications.. 0 Form No. PDS 542G.18.2P .i. 1 DIMENSIONAL DRAWING Model 542G-Sizes 018 thru 060 48 . 0 I .• .. I t 542G REQUIRED CLEARANCE (Inches) —!— Top of unit ..................48 Blower access door end.... 30 Duct side of unit.............12 End opposite blower U .. - Compressor access door access end.. ; ... ....... 12 42 . ., . . side ......................30 Bottom of unit above anticipated snow level 6 —2311 DA NOTE Provision must be made for fresh ambient air to reach the outdoor coil without recirculation of the air from the out- door fan discharge I 0 0 MEETS DOE RESIDENTIAL —.-1 0 CONSERVATION SERVICES . 0 - 0 PROGRAM STANDARDS. . 0 kOIAL.V. ENTRY-7 SUPPLY-AIR SUPPLY-AIR - 0 SUPPLY-AIR SUPPLY AIR 0 OUTLET INLET . 0 OUTLET INLET 060ONLY 04 15 T 3L, I i 014 MV ENTRY - 4 DIA Tw - 4 I I3 I3 0 0 Il 014 ELECTRIcAL 0 0 0 2 HEAT ENTRY SEE VIEW A - 0 A86139 IVIEWAl 00 0 0 . - • 542G DIMENSIONS AND WEIGHTS 0 0 Size C Wt (Ibs) Shipping - 018 22-1/8 323 0 024 - - 22-1/8 329 030 . 22-1/8 346 036 24-1/2 . 357 042 29-3/8 402 048 29-3/8 1 445 060 32-7/8 1 484 S I SPECIFICATIONS-MODEL 542G-SIZES 018 THRU 036 MODEL 542G SIZE N018 N024 N030 P030 j N036 P036 E036 Unit Volts-Phase (60Hz) 208/230-1 2081230-1 208/230-1 208/230-3 208/230-1 208/230-3 460-3 Operating Voltage Range 187-253 187-253 187-253 187-253 187-253 187-253 414-506 Unit Ampacity for Wire Sizing 16.3 . - 19.1 21.9 14.6 27.2 19.0 9.0 Minimum Wire Size (AWG)® - 12 12 10 14 10 12 14 Total Unit Amps 13.9 16.2 18.4 12.6 22.9 15.2 7.75 Compressor Rated Load Amps - 9.3 11.6 13.9 8.1 17.2 10.8 P5.0 Locked Rotor Amps 50.0 53.0 - 65.0 53.0 82.0 67.5 33.8 Outdoor Fan Motor, DD, PSC (HP) .20 . .20 .20 .20 .25 .25 .25 Full Load Amps - 1.0 1.0 1.0 1.0 1.5 1.5 0.75 Indoor Blower Motor, DD, PSC (HP & Speeds) .33 & 2 .33 & 2 33 & 2 .33 & 2 .50 & 2 .50 & 2 .50 & 2 Full Load Amps - 3.6 3.6 3.5 3.5 - 4.2 4.0 2.0 Max Branch Circuit Fuse Size (Amps) 25 30 35 20 40 25 15 Rated Cooling Capacity @95°F (Btuh)t 18,000 23,400 28,400 ------------- 28,400 34,800 34,800 - 34,800 SEERt 9.0 9.0 9.0 - 9.0 - - EERt - - - - - 8.2 - 8.2 8.2 Rated Heating Capacity @47°F (Btuh)t 19,800 24,000 29,000 29,000 35,000 35,000 35,000 HSPF (Minimum-Region IV)t 6.60 6.40 6.20 - 6.00 - - COPt 3.0 3.0 3.0 3.0 3.0 3.0 3.0 ARI Sound Rating Numbert - 7.8 8.0 8.0 8.0 8.0 8.0 8.0 1:41.V1101111 11WIDT0111 11 d Compressor Type Hermetic Compressor Temp & Overcurrent Protection - Standard (Internal Line Break) Compressor Internal Pressure Relief Valve Standard Compressor Vibration Isolators - Standard Vapor-Line Accumulator . Standard - Two-Way-Flow Refrigerant Metering Device Piston- Low-Pressure Switch Standard Compressor Crankcase Heater . Standard Compressor Quick-Start Components Standard-All Single-Phase Unit Refrigerant Service Ports - Standard Heat-Saving Reversing Valve Standard Time-Temperature Defrost System - Standard R-22 Refrigerant Amount (Factory Charge) 7 lbs-4 oz 7 lbs-7 oz 8 Ibs-0 oz . 8 lbs-3 oz 3.4-3 3.4.3 Coil Face Area (Sq Ft)-No. Circuits 4.3-4 4.3-4 5.0-6 5.0-6 5.0-6 Width x Height (In.) 25 x 20 25 x 20 31 x 20 31 x 20 31 x 23 31 x 23 31 x 23 'Rows & Fins Per Inch 3&14 3&14 3&14 3&14 3&14 3&14 3&14 Blower Wheel Diameter x Width (ln.) - 10x6 12x6 12x6 12x6 12x6 12x6 12x6 Rated Cooling Airflow CFMt - - 675 900 1100 - 1100 1300 1300 1300 External Static Pressure (In. wc)t 0.10 - 0.10 0.15 0.13 0.15 0.15 0.15 Condensate Drain Connection (Hose) 3/4 3/4 - 3/4 3/4 3/4 3/4 3/4 [.1I1lsI.I.]o1J1Li Coil Face Area (Sq Ft)-No. Circuits 8.8-3 8.8-3 - 10.3-5 10.3-5 10.3-5 Height & Width (In.) -' 20 x 63 20 x 63 20 x 63 3 23 x 63 23 x 63 23 x 63 Rows&FlnsPerinch ' 2&22 2&22 8.8- 4E20 2&22 2 2&22 - 2&22 2&22 Fan Diameter (In.) 22 22 22 22 22 22 lam Multi-speed, Direct-Drive Blower . Standard PSC Energy-Saving Motors (Blower & Cond.) Standard Computer-Designed Refrigerant System - Standard Insulated Blower Compartment - . Standard - Low-Voltage Terminal Block Outdoor Thermostat kit - - Standard -, - 310433-701 - Duct Adapter ' - 310434-701 TIME GUARD® 310436-701 - Service Sentry . 310437-701 Filter Drier 310439-701 Thermostat & Subbase P271-3456 (Auto) P271-3457 (Manual) Louvered Grille 310440-701 I 310440-702 00 Low-Ambient Kit 310727-701 I 310727-702 use oniy copper wire tor Tieia connections to the unit. Wire sizes are based on 601c copper conductor at 86°F (30°C) ambient tem- perature and the ampacity shown in table. If other than 60°C copper conductor is used, if ambient temperature Is above 86°F, or If voltage drop of wire exceeds 2% of unit total rated voltage, determine wire size from ampacity shown and the National Electrical Code. ,- , tRated In accordance with ARI Standard 240-81 and/or U.S. Government DOE test procedures. Rated in accordance with ARI Standard 270-84. - / HP-77 . SPECIFICATIONS-MODEL 542G-SIZES 042 THRU 060 MODEL - . 542G SIZE N042 P042 E042 N048 P048 I E048 N060 P060 E060 Unit Volts-Phase (60Hz) 208/230-1 208/230-3 460-3 208/230-1 208/230-3 - 460-3 208/230-1 208/230-3 460-3 Operating Voltage Range 187-253 187-253 414-506 187-253 187-253 414-506 187-253 187-253 414-506 Unit Ampacily for Wire Sizing 33.7 23.2 11.8 36.8 26.9 13.0 47.3 35.1 17.7 Minimum Wire Size (AWG)* 8 10 14 8 10 14 6 8 12 Total Unit Amps 28.7 . 9.6 22.9 10.9 39.7 27.6 13.8 Compressor Rated Load Amps 22.1 13.7 6.9 23.9 16.0 8.0 30.2 20.5 10.3 Locked Rotor Amps 95.4 82.0 41.0 1 110.0 92.0 46.0 124.0 62.0 Outdoor Fan Motor, DO, PSC (HP) .25 .25 - .50 .25 .25 .50 .50 .50 Full Load Amps 2.1 2.1 1.2 2.4 2.4 . 1.2 2.8 1.4 Indoor Blower Motor, DD, PSC (HP & Speeds) .50&3 .50&3 .50&3 .50&3 .50&3 .50&3 L.75& .75&2 .75&2 Full Load Amps 4.5 4.0 . 2.0 4.5 4.5 2.0 6.7 3.4 Max Branch Circuit Fuse Size (Amps) 50 30 15 60 40 20 45 25 41,500 41,500 3 Rated Cooling Capacity @ 95°F (Btuh)t 41,500 47,000 47,000 47,000 57,000 1 57,000 57,000 SEERt 9.0 - 9.0 - - . 8.6 - - EERt - 8.0 ' 8.0 - 8.4 - - 7.5 7.5 Rated Heating Capacity @ 47°F (Btuh)t - 42,000 42,000 42,000 47,500 47,000 47,000 57,000 57,000 57,000 HSPF (Minimum-Region IV)t 6.2 1 - - 5.54 - - 6.0 - - Copt 3.0 1 3.0 3.0 3.0 3.0 2.9 2.9 2.9 2.9 ARt Sound Rating Numbert 8.2 1 8.2 8.2 8.2 8.2 8.2 8.6 8.6 8.6 elffil;j ;M*441.1ill :11:111A.1 It I;t.]zc. ______ ______ ___ Hermetic Compressor Type Compressor Temp & Overcurrenl Protection Standard (Internal Line Break) Compressor Internal Pressure Relief Valve . Standard Compressor Vibration Isolators Standard Vapor-Tube Accumulator Standard Two-Way-Flow Refrigerant Metering Device Piston Low-Pressure Switch , . Standard - Compressor Crankcase Healer - Standard Compressor Quick-Start Components . Stanciajd-All Single-Phase Units Refrigerant Service Ports - . . 1 Standard Heat-Saving Reversing Valve Standard Time-Temperature Defrost System . . Standard R-22 Refrigerant Amount (Factory Charge) - 9 lbs-0 oz 9 1b56 OZ 10 1b55 OZ Egg Coil Face Area (Sq Ft)-No. Circuits 7.3-7 7.3-7 7.3-7 7.3-7 7.3-7 7.3-7 8.3-7 8.3-7 8.3-7 Width x Height (In.) 37 x 28 37 x 28 37 x 28 37 x 28 37 x 28 37 x 28 37 x 31 37 x 31 37 x 31 Rows & Fins Per Inch 3&14 3&14 3&14 3&14 3&14 3&14 3&14 3&14 3&14 Blower Wheel Diameter x Width (fn.) 12x6 12x6 12x6 12x6 12x6 12x6 12x6 12x6 12x6 Rated Cooling Airflow CFMt 1575 1575 1575 . 1650- 1650 1650 2250 2250 2250 External Static Pressure (fn. wc)t 0.20 0.20 0.20 0.20 0.20 0.20 0.25 0.25 0.25 Condensate Drain Connection (Hose) 3/4 3/4 3/4 . 3/4 3/4 3/4 3/4 3/4 3/4 Coil Face Area (Sq Ft)-No Circuits .12.0-5 12.0-5 12.0-5 12.0-5 12.0-5 12.0-5 _______ 14.0-6 14.0-6 14.0-6 Height & Width (In.) 27 x 63 27 x 63 27 x 63 27 x 63 27 x 63 27 x 63 31 x 63 31 x 63 31 X 63 Rows & Fins Per Inch 2&22 2&22 2&22 2&22 2&22 2&22 2&22 2&22 2&22 Fan Diameter (In.) P1 r-1111 17_A:1 1140111 Multi-Speed; Direct-Drive Blower 22 22 22 22 22 22 22 22 22 . . Standard PSG Energy-Saving Motors (Blower & Cond) Standard PSG Energy-Saving Outdoor Fan Motor Standard - Computer-Designed Refrigerant System - Standard Insulated Blower Compartment - Standard Low-Voltage Terminal Block . Standard Outdoor Thermostat Kit . .. . . 310433701 Duct Adapter . 310434-701 TIME GUARDm . . - . . 310436-701 . Service Sentry 310437-701 - Filler Drier . . 310439-701 Thermostat & Subbase . . P271-3456 (Auto) . P271-3457 (Manual) Louvered Grille 310440-704 . 310440-705 00 Low-Ambient Kit 1 310727-701 310727-702 I 310727-701 1310727-702 310727-701 . 1 310727-702 U •use only copper wire for held connections to the 0011. wire sizes are based on 60°C copper Conductor at 86°F 130°Cl ambient temperature and the ampacity shown in table, 11ether than 60°C copper Conductor to used, it ambient temperature is above 86°F, or it voltage drop of wire exceeds 2% of unit total rated voltage, determine wire size from ampacity Shown and the National Electrical code. fRated in accordance with ARt Standard 240-81 and/or U.S. Government DOE test procedures. I Rated 10 accordance with ARt Standard 27084. ELECTRIC HEAT ACCESSORY PRESSURE DROP(IN. WC) I - ,• - : •,, , , HP-78 Heater KW . - CFM 600 800 1000 1200 1400 - 1600 1800 2000' 1 2200 5-7.5-10 . - ' .020 .030 .040 1 .045 .050 .055 .060 .070 .080 15-20-25 , - - .050 1 .055 .060 .070 .080 .090 .100 I 542G ELECTRIC HEATER PACKAG ES - Sizes Used With Heater PIN VOLTS/PH . kW ' BRANCH CIRCUIT . Capac- Ity (1000 .Btuh)- Heater Amps Minimum Circuit Amp city MOCP Amps Stages* Elements Power Wire Sizef I Ground Wire Size 018 thru 060 309125-101 208/1 ' . 208/3 240/1 240/3 3.75 18.0 20.8 22.5 26.0. 25 3W 1 1 10 10 10 i10 2.8 17.1 309125-102 5.6 27.0 1411,11 33.8 '39.1 35 4O 1 2 8 t8 10 10 9.2 25.6 309125-103 7.5 .110'0 : 36.1 41 45.1 452.0 50 t60 1 2 6 i6 10 ,i0 5.6 34.1 030 thru 060 309125-104 11.3 50 54.1 67.6 70 80 2 3 4 8 1.118 8.5 51.2 036 thru 060 309125-105 15.0 20.0 72.1 383; 90.1 1042 100 110 2 4 31: 421: 8 i6 1.2 68.2 060 030 thru 060 309125-106 309126-101 18.75 7.5 t25'0.i i0:0 90.1 20.8 .104. *2401V, 112.6 26.0 130O '30.0 125 30 35t 3 1 3. 21: 10 11: 10.. 6 10 $'6, )10. 64.0 25.6 85.4 34.1 309126-102 113 V50 31.1 '036'.0v 38.9 .(45.o; 40 56S 2 - 8 6: 10 .!10 38.5 51.2 042 thru 060 309126-103 15.0 20.0's 41.5 48O 51.9 :c60:O 60 2 6 '4 10 51.2 68.2 060 309126-104 18.75 250 52.0 o:i 65.1 7,52 70 '80 2 o 4 8 8( 64.0 85.4 036 thru 060 - 309127-101 480/3 10.0 12.0 15.0 20 1 3 - - 14 14 34.1 309127-102 15.0 18.0 22.5 25 2 6 10 10 51.2 309127-103 1 20.0' 24.0 30.0 35 2 6 10 10 68.2 060 309127-104 25.0 30.1 37.6 40 2 6 8 10 85.4 VA draw per stage is 6.2 - I . MOCP-Maxlmum Overcurrent Current Protection (Fuses or Circuit Breaker) tWire size based on 60°C Copper conductors unless otherwise noted. tWire Size based on 75°C Copper conductor. -Note: Shaded portions are for 240V. AIR DELIVERY (CFM) AT INDICATED EXTERNAL STATIC PRESSURE & VOLTAGE (SIZES 018 THRU 060) - Unit Size Blower Motor - Speed Operating Voltage Applica- tiont , External Static Pressure (inches water) 0.0 0.1 0.2 0.3 04 0.5 0.6 0.7 0.8 0.9 1.0 018 Low 230 - . Heating - - - - - ' 800 730 640 - - - Cooling - - - - - 750 680 550 - - - High. - Heating - - - - - 820 750 650 - - - Cooling - - - - - 785 685 575 - - - 024 Low 230 - Heating 1 1450 1410 1 1375 1320 1345 1175 1 1090 - 985 850 760 Cooling 1390 1340 1290 1225 1165 1105 1020 915 740 - - High Heating 1500 1475 1435 1390 1335 1260 1180 1090 1 980 840 Cooling 1460 1405 1350 1295 1255 1190 1110 1020 870 - 030 Low 230 . Heating - - 1425 1360 1295 1235 1160 1080 995 925 -815 Cooling - - 1380 1315 1250 '1190 1125 1045 960 895 790 High Heating - - 1500 1425 1345 1275 1190 1120 1020 935 830 "Cooling .- - 1450 1375 1295k 1230 1145 1080 985 905 805 036 Low 230 460 Heating - - 1440 1400 1245 '1290 1225 1,140 1040 930 -. . Cooling - - 1400 1365 1290 1240 1185 1090 1 . 990 890 -. High, Heating - - 1500 1460 1410 1345 1 1270 1195 1075 930 - Cooling - - 1465 1430 1365 1300 1230 1145 1020 890 -. 042 048 ' Low 230 460 Heating 1850 1810 1 1770 1725 1685' 1640 1600 1535 1480 1410 1 1345 Cooling 1820 1775 1730 1695 1650 1610 1555 1500 1440 1385 1320 Medium Heating 1960 1915 1885 1830 1780 1725 1655 1600 1540 1470 1400 Cooling 1895 1880 1850 1795 1745 1690 1620 1 1565 1510 1445 1375 High - Heating 2230 2160 2120 2070 2010 1950 1890 1820 1 1750 1675 1590 Cooling 2145 2105 2060 2000 1 1940 1880 1820 1750 1690 1615 1540 060 - Low _____ 230 460 Heating 2395 2365 2335 2290 2245 2205 2150 2100 2050 2000 1915 Cooling . 2375 2325 2295 2250 2225 2180 2135 2070 2020 1960 1875 High , Heating 2570 2525 2470 2425 2370' 2335 2265 2220 2160 2100 2030 Cooling 2550 1 2485 2435 2385 2345 2310 1 2235 2190 2130 1 2075 2000 NOTES: ' tHeating airflows with dry coil. Cooling airflows with wet coil. Air delivery values are based on 230 or 460 unit operating voltage without air filter or optional electric heaters. Deduct field supplied air filter and electric heater pressure drop to obtain external static pressure available for ducting. Dashes indicate portions of the table that are beyond the blower motor capacity. - See table for minimum airflow required for field Installed electric heaters. Do not operate unit at a cooling airflow that is less than - 350 CFM per each 1200 Btuh of rated cooling capacity. Indoor coil icing may occur at airflows below this point. (Io MINIMUM AIRFLOW CFM FOR • ' - SAFE ELECTRIC HEATER OPERATION - Size 1 018 1 024 1 030 1,..036 1 042. 048 1 060 El - - Airflow (CFM) 1 600 875 1 875 1 1300 1 1400 1700 •. 1800 - HP-79 DETAILED COOLING CAPACITIES-MODEL 542G; SIZES 018,024, & 030 Indoor OUTDOOR COIL ENTERING AIR TEMPERATURES(OF) Coil Air 85 . 95 105 115 .Capacity J Total Capacity Total Capacity Total Capacity J Total CFM OF . MBtuh System MBtuh System MBtuh System MBtuh System Total I Sens Total I Sens Total Sens Total Sens WB j KW KW KW j KW 542G018 ________ 72 20.4 9.78 1.95 : 19.3 9.36 2.07 18.2 8.94 2.19 17.0 8.51 2;30 67 18.4 12.2 1.91 17.4 11.8 2.02 16.4 11.3 2.13 15.3 10.9 2.24 525 62 16.7 14.5 1.88 15.7 14.1 1.98 14.8 13.6 2.08 13.9 13.2 2.19 57 15.8 15.8 1.86 15.1. 15.1 1.97 14.4 14.4 2.07 13.6 13.6 2.18 72 21.1 10.6 2.04 19.9 10.2. 2.16 18.7 9.76 2.28 . 17.4 9.31 2.40 .67 19.7 13.7 2.00 18.0 13.2 2.12 16.9 12.8 2.23 15.7 12.3 2.34 675 62 17.4 16.6 1.97 16.4 16.1 2.08 15.5 15.5 2.19. 14.6 14.6 2.30 57 17.2 1 17.2 1.96 16.3 16.3 2.08 15.5 15.5 2.19 14.6 1 14.6 2.30 72 21.4 11.0 2.08 20.1 10.6 2.20 18.8 10.1 2.33. 17.5 9.71 2.45 67 19.3 14 2.04 18.2 13.9 2.16 17.0 13.5 2.28 15.8 13.0 2.39 750 62 17.7 17.5 2.01 . 16.8 16.8 2.13 15.9 15.9 2.24 15.0 . 15.0 2.36 57 17.7 17.7 2.01 16.8 16.8 2.13 15.9 1 15.9 . 2.24 15.0 15.0 2.36 542G024 72 26.5 12.8 2.53 25.0 12.2 2.73 23.6 . 11.7 2.93 22.1 112 3.13 67 23.9 15.9 2.49 22.6 15.4 2.68 21.3 14.8 2.86 19.9. 14.3 3.04 700 62 21.6 19.0 2.45 20.5 18.4 2.62 19.3 17.9 2.79 . 18.1 17.3 2.96 57 20.6 20.6 2.42 19.7 19.7 2.59 18.7 18.7 2.77 17.8 . 17.8 2.94 72 27.5 13.9 2.63 25.9 13.3 2.84 24.3 12.8 3.05 22.6 12.2 3.25 67 24.9 17.9 2.59 23.4 17.3 2.78 21.9 16.7 2.98 20.5 16.2 3.16 900 62 22.7 21.6 2.55 21.4 20.9 2.74 20.2 20.2 2.92 19.1 19.1 3.10 57 22.3 22.3 2.54 1 21.2 1 21.2 2.73 1 20.1 1 20.1 1 2.91 19.0 19.0 1 3.10 72 27.7 14.4 2.68 26.1 13.9 2.89 24.5 13.3 3.10 22.8 12.7 3.31 67 25.2 18.8 2.64 23.6 18.2 2.84 22.1 17.6 3.03 20.6 17.0 3.22 1000 62 23.1 22.7 2.61 21.9 21.9 2.79 20.7 20.7 2.99 .. 19.6 19.6 3.17 57 22.9 22.9 2.60 21.8 21.8 2.79 20.6 20.6 2.98 19.5 19.5 3.17 542G030 .. 72 32.3 15.8 3.18 30.5 15.1 3.43 28.6 14.5 3.67 26.8 13.8 3.91 67 29.3 19.8 3.11 27.6 19.2 . 3.34 25.9 18.5 3.57 24.2 17.8 3.79 875 62 . 26.6 . 23.8 3.04 .25.1 23.0 3.26 23.6 . 22.3 3.47 22.1 21.5 3.68 57 25.5 25.5 3.02 24.4 24.4 3.23 23.1 23.1 3.45 21.9 21.9 3.67 72 33.3 17.1 3.29 31.3 16.4 3.55 29.3 15.7 3.80 27.3 15.0 4.05 67 30.2 22.1 3.22 28.4 21.4 3.46 26.6 20.6 3.70 24.8 19.9 3.92 1100 62 27.7 . 26.7 3.16 26.1 25.8 3.39 24.7 24.7 3.62 23.3 23.3 3.85 57 27.4 27.4 3.16 26.1 26.1 3.39 1 24.7 24.7 3.62 23.3 23.3 1 3.85 72 33.7 17.9 3.37 31.7 17.2 3.63 29.6 16.5 3.88 27.6 15.8 4.13 67 30.6 23.5 3.30 28.8 22.7 3.54 26.9 22.0 3.78 25.0 21.3 4.01 1250 62 28.4 28.3 3.25 26.9 26.9 3.48 25.4 25.4 3.72 24.0 24.0 3.95 57 28.3 28.3 1 3.25 26.9 26.9 3.49 25.4 25.4 3.72 24.0 24.0 3.96 NOTES: . 1.Total and sensible capacities are net capacities. Blower motor heat has been subtracted. 2.Sensible heat capacities shown are based on 80°F entering air at the indoor coil. For sensible capacities at other than 80°F, deduct 850 Btuh per 1000 CFM of indoor coil air for each degree below 80°F, or add 850 Btuh per 1000 CFM of indoor coil air per degree above 800F. 3.Total system KW includes compressor KW, outdoor fan motor KW, and Indoor blower motor KW. WE 3 HP-80 3 DETAILED COOLING CAPACITIES-MODEL 542G; SIZES 036 THRU 060 Indoor OUTDOOR COIL ENTERING AIR TEMPERATURES(- F) Coil Air 85 95 105 115 Capacity Total Capacity Total Capacity Total Capacity Total CFM MBtuh System MBtph System MBtuh System MBtuh System Total Sens Total Sens Total Sens Total Sens WB KW KW KW KW 542G036 72 39.3 19.3 3.88 37.3 18.5 4.21 35.2 17.7 4.52 33.0 17.0 4.82 67 35.6 24.2 3.79 33.8 23.4 4.10 31.8 22.6 4.39 29.8 21.8 4.66 1050 62 32.4 28.9 3.71 30.6 28.1 3.98 28.9 27.2 4.27 27.2 26.4 4.52 57 31.1 31.1 3.68 29.7 29.7 3.96 28.3 28.3 4.23 26.9 26.9 4.52 72 40.5 20.8 4.01 38.4 20.0 4.35 36.1 19.2 4.67 33.8 18.4 4.97 67 36.8 26.7 3.93 34.8 25.9 4.24 32.7 25.1 4.53 30.6 24.3 4.81 1300 62 33.6 • 32.3 3.85 31.9 31.3 4.14 30.1 30.1 4.42 28.6 28.6 4.72 57 33.2 33.2 1 3.84 31.7 31.7 4.13 30.1 1 30.1 4.44 28.6 28.6 1 4.72 72 41.2 21.9 4.11 39.0 21.1 4.45 36.6 20.3 4.77 34.2 19.5 5.08 67 37.4 28.6 4.03 35.4 27.8 4.35 33.2 27.0 4.64 31.1 26.2 4.93 1500 62 34.6 34.5 3.96 33.0 33.0 4.27 31.3 31.3 4.57 29.6 29.6 4.85 57 34.6 34.6 3.96 32.9 32.9 4.26 31.3 31.3 4.56 29.6 29.6 4.86 542G042 72 47.2 22.9 4.83 44.4 21.8 5.14 41.6 20.8 5.45 38.7 19.7 5.76 67 42.6 28.5 4.67 40.1 27.5 4.96 37.5 26.4 5.25 34.9 25.4 5.54 1225 62 38.6 34.1 4.52 36.3 33.0 4.79 34.0 31.8 5.07 31.7 30.7 5.34 57 36.9 36.9 4.46 35.1 35.1 4.74 33.3 33.3 5.03 31.4 31.4 5.32 72 48.8 24.9 5.06 45.8 23.8 5.37 42.8 22.8 5.68 39.7 21.7 5.99 67 44.3 32.1 4.89 41.5 31.0 5.19 38.7 29.9 5.48 35.9 28.8 5.77 1575 62 40.5 38.9 4.75 38.1 37.5 5.04 35.8 35.8 5.34 33.6 33.6 5.64 57 40.0 40.0 1 4.74 37.9 1 37.9 5.03 35.8 1 35.8 5.34 1 33.6 33.6 1 5.64 72 49.4 25.9 5.16 46.3 24.8 5.47 43.1 23.7 5.79 40.0 22.7 6.10 67 44.8 33.7 5.00 41.9 32.6 5.29 39.0 31.5 5.59 36.2 30.4 5.88 1750 62 41.3 40.8 4.87 39.0 39.0 5.16 36.8 36.8 5.47 34.5 34.5 5.78 57 41.2 41.2 4.86 39.0 39.0 5.17 36.8 36.8 5.47 34.5 34.5 5.79 542G048 72 53.9 26.4 5.27 50.8 25.2 5.63 47.6 24.1 5.98 44.3 22.9 6.32 67 48.9 33.2 5.11 46.0 32.0 5.44 43.1 30.8 5.77 40.1 29.6 6.08 1400 62 44.4 39.8 4.96 41.8 38.6 5.27 39.2 37.3 5.58 36.6 35.9 5.88 57 42.8 42.8 4.90 40.7 40.7 5.23 38.5 38.5 5.55 36.4 36.4 5.86 72 55.1 27.9 5.42 51.8 26.7 5.78 48.5 25.6 6.14 45.1 24.4 6.48 67 50.0 35.8 5.25 47.0 34.6 5.60 43.9 33.4 5.93 40.8 32.2 6.25 1650 62 45.7 43.3 5.12 43.0 41.9 5.44 40.4 40.3 5.76 38.0 38.0 6.09 57 45.0 45.0 1 5.09 42.7 1 42.7 5.42 1 40.4 40.4 38.0 1 38.0 6.09 1 6.21 72 55.6 28.8 5.50 52.2 27.6 587 48.8 26.4 6.23 45.4 25.2 6.57 67 50.5 37.3 5.34 47.5 36.1 5.68 44.3 34.9 6.02 41.1 33.6 6.34 1800 62 46.5 45.2 5.20 43.8 43.6 5.54 41.3 41.3 5.87 38.9 38.9 6.21 57 46.1 46.1 5.19 43.8 43.8 5.54 41.3 41.3 5.88 38.9 38.9 6.21 542G060 72 64.8 31.6 7.16 60.9 30.2 7.53 56.9 28.7 7.90 52.9 27.3 8.27 67 59.2 40.3 6.86 55.7 38.8 7.21 52.0 37.4 7.56 48.3 35.9 7.90 1750 62 54.0 48.6 6.58 50.7 47.0 6.92 47.4 45.4 7.25 44.2 43.7 7.59 57 52.1 52.1 6.48 49.5 49.5 6.84 46.9 46.9 7.21 44.1 44.1 7.58 72 66.5 34.3 7.55 62.2 32.8 7.93 57.9 31.3 8.30 53.6 29.9 8.66 67 60.9 45.1 7.25 57.0 43.6 7.60 53.1 42.1 7.95 49.1 40.5 8.30 2250 . 62 56.1 55.0 6.99 52.7 52.7 7.35 49.8 49.8 7.73 46.7 46.7 8.11 57 1 55.7 1 55.7 1 6.98 1 528 52.8 1 7.35 1 49.8 1 49.8 7.73 46.7 46.7 8.11 72 66.7 35.0 7.66 62.4 33.6 8.03 58.1 32.1 8.40 53.7 30.6 8.77 67 61.2 46.5 7.36 57.3 45.0 7.71 53.3 43.4 8.06 51.6 45.2 8.44 2400 62 56.6 56.4 7.12 53.5 53.5 7.48 50.5 50.5 7.86 47.3 47.3 8.25 57 56.6 56.6 7.11 53.6 53.6 7.49 50.5 50.5 1 7.87 1 47.3 47.3 8.25 M ~U NOTES: 1.Total and sensible capacities are net capacities. Blower motor heat has been subtracted. 2.Sensible heat capacities shown are based on 80°F entering air at the indoor coil. For sensible capacities at other than 80°F, deduct 850 Btuh per 1000 CFM of indoor coil air for each degree below 80°F, or add 850 Btuh per 1000 CFM of indoor coil air per degree above 800F. 3.Total system KW includes compressor KW, outdoor fan motor KW, and indoor blower motor KW. - . . . . - ....... , . DETAILED HEATING CAPACITIES -MODEL 542G; Sizes 018,024, 030 &036 U j1 i- -- , - , - . -3 •- OTES: :- - . 1.lnstantaneous heating capacity values shown include indoor blower motor heat. These values ignore the effect of outdoor coil frost buildup. - . ••. - . • - . - • . . •, 2.lntegrated heating capacity values shown are net values to which indoor blower motor heat has been added and from which the I defrost effect has been subtracted. To obtain total system heating capacities, add the heating capacity of the supplemental electric •. heaters to the integrated capacities. . .' •,c 4 3.Total power input values include the compressor, outdoor fan, and indoor blower motors. - • . ................................................................................................................... I - . , .. .1 . -. . • - .. -,--- / ' :' , * .•--.-*,-.-..- . -*-•.•-.-•*--•,• ----.--- - -- ,..----- . Outdoor Coil Air instantaneous Capacity (M8tuh). integrated Capacity (MBtuh) Total Power Input (KW) Instantaneous Capacity (MBtuh) . Integrated Capacity (MBtuh) . Total Power Input (KW) instantaneous. Capacity (MBtuh) integrated Capacity . (MBtuh) Total Power Input (KW) Temp Indoor Coil Air Temp (°F EDB) indoor Coil Air Temp (°F EDB) Indoor Coll Air Temp (°F EDB) (OF EDB) 60 1 70 1 80 [60 1 70 1 80 60 1 70 1 80 60 1 701 80 1 60170180 1 60170180 60170180 1 60170180160170180 Size 018 - indoor Coil Airflow (CFM) - 525 indoor Coll Airflow (CEM) 675 . Indoor Coil Airflow (CFM) 750 60 24.6 23.6 1 22.5 124.6 [23.6 22.5 1 2.02 1 2.11 2.20 25.3 1 24.4 23.4 25.3 24.4 23.4 2.03 12.11 2.20 25.5 24.7 23.6 [25.5 24.7 23.6 2.04 2.12 2.21 50 21.1 20.1 19.2 21.1J20.1 19.2 1.89 1.97 2.05 21.8 20.9 19.9 21.8 20.9 19.9 1.90 1 1.98 2.06 22.0 21.1 20.2 1 22.0 21.1 20.2 1.92 1.99 2.07 47 20.0 19.1 18.2 1 20.0 19.1 18.2 1.85 1.93 2.00 20.7 19.8 18.9 20.7 19.8 18.9 1.86 [1.94 2.02 21.0 20.1 19.1 121.0 20.1 19.1 1.88 1.95 2.03 40 17.7 16.8 16.0 1.17.7 16.8 16.0 1.76 1.83 1.90 18.3 17.4 16.6 18.3 17.4 16.6 i.7a1 1.85 1.92 18.5 17.7 16.8Jl8.5 17.7 16.8 1.79 1.87 1.94 30 14.6 13.9 13.1 12.8 12.2 11.5 1.65 1.71 1.77 15.2 14.4 13.6 13.3 12.6 12.0 1.äJ1.74 1.80 15.4 14.6 13.9 13.5 12.8 12.1 1.69 1.76 1.82 20 12.0 11.3 10.6 10.9D.3 9.66 1.55 1.60 1.65 12.4 11.7 11.1 11.2 10.6 10.0 1.58 1.64 1.69 12.6 11.9 11.2 11.4 10.8 10.2 1.60 1.66 1.7 17 11.2 10.6 9.96 10.2 9.66 9.08 1.52 1.57 1.62 11.6 11.0 10.4 10.6 10.0 9.44 1.J1.61 1.66 1.8 11.2 10.5J.8 10.2 9.59 1.58 1.63 1,68 10 9.63 9.04 8.44 8.84 Jj.30 7,75 1.46 1.50 1.54 10.0 9.40 8.80 9.18 8.63 8.08 1.50 1.54 1.58 0.2 9.55 8.95 9.32 8.77 8.22 1.52 1.57 1,61 0 7.61. 7.06 6.40 7.01 Jio 5.89 1.37 1.40 1.43 7.43 7.39 6.74 7.29 6.80 6.20 1.42 1.45 1.48 8.06 7.52 6.88 ff41 6.92 6.33 1.44 1.48 1.51 -10 5.82 5.21 4.53 5.36Jtë0 4.17 1.29 1.31 1.33 6.11 5.50 4.82 5.62 5.06 4.43 1.3411.36 1.38 6.23 5.63 4.94J73 5.18 4,55 1.37, 1.39 1.41 Size 024 indoor Coil Airflow (CFM) 700 . indoor Coll Airflow (CFM) 900 indoor Coll Airflow (CFM) 1000 60 30.0 28.7 1 27.7 1 30.0 28.7 27.7 1 2.46 1 2.59 2.74 31.1 1 29.8 28.6 31.1 [29.8 1 28.6 2.45 1 2.58 1 2.72 31.4 30.2 29.0 31.4 30.2 29.0 1 2.45 1 2.59 2.7 50 26.2 25.0 23.9 1 26.2 25.0 23.9 2.33 1 2.46 2.58 127.1 26.0 24.8 27.1 [26.0 _____ ,t 1 24.8 2.33 2.46 1 2.58 27.5 26.3 25.2 27.5 26.3 25.2 2.34 2.47 2.5 47 25.0 23.9 22.8 1 25.0 23.9 22.8 2.29 1 2.42 2.53 26.0 24.8 23.7 26.0 [24.8 1 23.7 2.30 2.42 1 2.54 26.3 25.2 24.0 26.3 25.2 24.0 2.31 2.43 2.5 40 21.9 20.9 20.0 1 21.9 20.9 20.0 2.18 1 2.30 2.40 22.7 21.7 20.7 22.7 [21.7 1 20.7 2.20 2.31 1 2.43 23.0 22.0 21.0 23.0 22.0 21.0 2.21 2.33 2.4 130 18.2 17.3 16.5 1 15.9 15.2 14.5 2.05 12.16 2.26 18.8 18.0 17.1 16.5 [15.8 115.0 2.08 2.19 12.29 19.1 18.2 17.4 16.7 16.0 15.2 2.10 2.21 2.3 20 15.0 14.2 13.5 1 13.6 12.9 12.2 1.94 12.03 2.11 15.5 14.8 14.0 14.1 J13.4 12.7 1.98 2.07 .16 15.7 15.0 14.2 14.3 13.6 12.9 2.01 2.10 2. 1-9 17 4.1 13.4 12.7 12.9 12.2 11.6 1.91 1.99 2.07 14.6 13.9 13.2 13.3J12.7 12.0 1.95 2.04 2.12 14.8 14.1 13.4 13.5 12.9 12.2 1.98 2.07 2.15 10 12.2 11.5 10.8 1 11.2 10.6 9.95 .6 12.0 11.3 11.6 11.0 10.4 1.88 1.96 2.03 12.8 12.1 11.5 11.7 11.2 10.5 1.92 1.99 2.0 0 88 9.04 8.28 8.91 8.32 7.62 1.83[ 126F 1.73 0.1 1.90A 17 9.45 8.70 9.26 8.70 1.79 1.85 1.90 10.2 9.63 8.88 9.42 8.86 8.17 1.82 1.88 1.94 -10 744 6.75 5.98 6.85 6.21 5.50 1.62 780 7.11 6.34 7.18 6.55 1 5.84 1.69 1.74 1.78 7.96 17.28 16.51 17.32 6.70 1 5.99-1 1.73 1 1.78 1 1.8 SIze 030 indoor Coil Airflow (CFM) . 875 indoor Coll Airflow (CFM) . - 1100 ___ • Indoor Coil Airflow (CEM) 1250 60 35.7 34.2 32.8 135.7 134.2 32.8 1 2.92 1 3.08 3.24 36.7 35.2 33.8 36.7 1 .2 1 33.8 [2.91 3.06 1 3.22 37.2T.8 1 34.3 37.2 35.8 134.3 2.92 3.07 3.23 50 31.2 29.8 28.5 131.2 29.8 28.5 1 2.77 1 2.92 3.07 32.1 30.7 29.4 32.1 1 30.7 1 29.4 [2.77 2.91 3.06 32.5Ji.2 1 29.9 32.5. 31.2 29.69 2.78 3.08 47 29.8 28.5 27.2 129.85[28.5 27.2 2.72 2.87 .01 30.7 29.4 28.1 3O.7 J.4 28.1 [2.72 2.87 3.02 31.2 29.8 28.5 31.2 29.8 28.5 .74 .89[3. 40 .9 24.8 23.7 25.9 [24.8 23.7 2.58 2.72 .85 26.7 25.5 24.4 26.7 24.4 [2.59 2.73 2.86 7.1 24.8 27.1 25.9 24.8 .61 [2. 30 .5 20.5 19.5 18.8 [17.9 17.1 2.42 2.54 .65 22.1 21.1 20.1 19.4 fils 17.6 2.44 2.57 2.69 22.4 21.4 20.4 19.7 18.8 17.9 .47 2.59 2.72 20 17.6 16.7 15.9 16.[ 15.2 14.4 2.28 2.38 .48 18.2 17.3 16.4 16.5 15.7 14.91112.31 2.42 2.53 8.4 Ji.5 16.7 16.7 15.9 15.1 .35 2.46 2.56 17 16.5 15.7 14.9 15.1 14.3 13.6 2.24 2.34 .43 17.0 16.2 15.4 15.5 14.8 14.0[2.28 2.38 2.48 17.3 16.5 15.6 15.8 15.0 14.3 .31 .4T[2.5 10 ' 14.2 13.5 12.7 13.0 _F2.7 11.6 2.14 2.23 2.31 14.6 13.9 13.1 13.4 12.7 12.0 12.19 2.28 2.37 14.9 Ml 13.4 13.6 13.0 12.3 .23 2.32 2.41 0 11.2 10.5 9.69 10.3 9.69 8.91 2.01 2.08 2.14 11.6 10.9 10.1 10.7 10.0 9.28 2.07 2.14 2.21 11.8 11.1 10.3 10.9 10.2 9.49 2.11 .18 2.25 -10 8.62 7.85 7.00 7.93 7.22 6.44 1.88 1.94 1.99 8.96 8.19 7.34 8.24 7.53 6.75 1 1.95 2.00 2.06 15] 8.39 7.54 8.42 7.72 6.93 1.99 .05 2.10 Size - 036 . - - indoor Coll Airflow(CFM) . - 1050 Indoor Coll Airflow (CFM) - 1300 - indoor Coil Airflow (CFM) 1500 60 43.6 41.9 40.2 43.6 41.9 40.2 3.56 3.77 3.97 45.0 43.2 41.5 45.0 43.2 41.55 3.53 3.75 3.97 5.8 44.0 42.2 45.8 44.0 42.2 3.55 3.76 .98 50- 38.2 36.7 35.1 38.2 36.7 35.1 3.39 3.58 3.77 9.4 37.8 36.2 39.4 37.8 36.2 ______ - 3.39 3.59 3.78 0.2 38.6 36.9 40.2 38.6 36.9 3.41 3.61 .8 .47 36.6 35.1 33.6 36.6 35.1 33.6 3.34 3.53 3.71 7.8 36.2 34.6 37.8 36.2 34.6 3.34 3.54 3.73 .5 36.9 35.3 38.5 36.9 35.3 3.37 3.57 .76 40 31.9 30.6 29.2 31.9 30.6 29.2 3.17 3.35 3.52 2.9 31.5 30.2 32.9 31.5 30.2 3.20 3.38 3.55 .5 32.1 30.8 33.5 32.1 30.8 3.23 3.42 .59 30 25.6 25.4 24.3 23.3 22.2 21.2 2.99 3.14 3.29 7.3 26.2 25.0 24.0 22.9 21.9 3.03 3.19 3.34 .9 26.7 25.5 24.4 23.4 22.4 3.08 3.24 3.40 20 21.9 20.9 19.8 19.8 18.9 17.9 2.82 2.95 3.07 22.6, 21.5 20.9 20.5 19.5 18.9 2.88 3.01 3.14 .0 22.0 20.9 20.9 19.9 19.0 2.94 3.08 320 17 20.5 19.6 18.5 18.7 17.9 16.9 2.76 2.89 3.00 .1 20.2 19.2 19.3 18.4 17.5 2.83 2.96 3.08 .6 20.6 19.6 19.7 18.8 17.9 2.89 3.02 3.14 10 17.7 16.7 15.6 16.3 15.4 14.3 2.65 2.75 2.86 8.3 17.3 16.2 16.8 15.9 14.9 2.73 2.84 2.94 18.7 17.7 16.6 17.1 16.3 15.3 2.79 2.91 3.01 0 14.0 12.9 11.8 12.9 11.9 10.8 2.49 2.57 2.66 4.5 13.5 12.3 13.4 12.4 11.3 2.57 2.66 2.75 14.9 13.8 12.7 13.7 12.7 11.7 2.65 2.74 2.83 -10 10.6 9.57 8.41 9.77 8.81 7.74 2.33 2.40 2.46 .1 10.0 8.86 10,2 9.23 8.15 2.43 2.50 2.57 11.4 10.4 9.18 10.5 9.53 8.45 2.511 2.58T2,661 I DETAILED HEATING CAPACITIES-MODEL 54213, SIZES 042,048, & 060 Outdoor Coil Air Instantaneous Capacity, (MBtuh) integrated Capacity (MBtuh) Tötai , Power. input (KW) instantaneous Capacity (MBtuh) Integrated Capacity (MBtuh) - Total Power input (KW) Instantaneous Capacity (MBtuh) integrated Capacity (MBtuh) Total Power . Input (KW) Temp indoor Coil Air Temp (°F EDB) Indoor Coil Air Temp (°F EDB) Indoor Coil Air Temp (°F EDB) (OF EDB) 60170180 1 60 1 70180160170180 60170180160170180 1 6070180 60170180 1 60170180 1 60170180 Size indoor Coil Airflow (CFM) indoor Coil Airflow (CFM) Indoor Coil Airflow (CFM) 042 1225 1575 1750 60 50.9 49.9 48.3 50.9 49.9 48.3 4.21 4.48 4.82 51.7 47.5 50.1 51.7147.5 50.1 4.19 4.29 4.81 52.9 48.9 50.6 52.9 48.9 50.6 4.24 4.37 4.81 50 45.4 43.8 41.8 45.4 4.38 41.8 4.05 4.28 4.51 46.3 44.4 43.5 46.3J44.4 43.5 4.04 4.26 4.53 46.7 1 44.9 43.9 46.7 1 44.9 43.9 4.07 1 4.29 1 4.55 47 43.8. 41.9 39:9 43.8 41.9 39.9 4.00 4.23 4.42 44.7 43.5 41.5 44.7J43.5 41.5 4.00 4.25 4.45 44.8 1 43.7 41.8 44.8 1 43.7 41.8 4.01 4.26 4.47 40 38.1 36.3 34.5 38.1 36.3 34.5 3.78 3.97 4.15 39.6 37.8 35.9 39.6T.8 35.9 3.84 4.04 4.22 40.0 38.4 36.5 40.0 38.4 36.5 3.87 4.08 4.27 30 31.3 29.8 28.1 27.4 26.1 24.7 3.51 3.67 3.82 32.6 31.0 29.4 28.5J.1 25.7 3.59 3.76 3.92 33.1 31.5 29.9 29.0 27.6 26.2 3.64 3.82 Tfi 20 25.5 24.0 22.2 23.1 21.8 20.2 3.26 3.39 3.52 25.5 25.1 23.4 24.1 J1.8 21.2 3.36 3.51 3.64 27.0 25.5 23.9 24.5 23.2 21.6 3.43 3.57 3.70 17 23.8 22.4 20.6 21.7 20.4 18.8 3.18 3.31 3.44 24.8 23.4 21.7 22.6 21.3 19.8 3.29 3.43 3.56 25.2 23.8 22.1 23.0 21.7 2.2. 3.36 3.50 3.62 10 120.2 1 18.6 16.8 18.5 17.1 15.5 3.01 .13 3.23 21.1 19.6 17.8 19.4 Jj.o 16.4 3.14 3.26 3.37 .5 20.0 18.2 19.7 18.3 16.7 3.21 3.33 3.44 0 5.3 13.8 12.0 14.1 12.7 11.1 2.78 .88 2.96 16.2 14.6 12.8 14.9Jj.4 11.8 2.93 3.02 12.86 16.5 15.0 13.2 15.2 13.8 12.0 3.00 3.10 3.1 -10 11.1 19.50 1 7.74 1 10.2 18.74 1 7.12 12.58 12.64 12.70 11.8 1 10.2 18.39 1 10.8 198 1 7.72 12.73 12.80 12.86, 12.1 10.5 8.68 11.1 9.66 17.99 2.80 12.87 12.94 Size - Indoor Coil Airflow (CFM) indoor Coil Airflow (C M) - Indoor Coil Airflow (CFM) 048 1400 1650 . - 2000 60 57.5 55.1 52.7I7.. 55.1 52.7 4.63 4.88 15.12 59.0 56.6 54.1 59.0 56.6 154.1 14.63 4.89 5.14 59.2 . 58.1, 55.6 59.2 58.1 55.6 4.61 4.94 15.19 50 51.0 48.7 46.4J51.0 48.7 46.4 4.48 4.71 4.93 52.3 50.0 47.7 52.3 50.0 47.7 1 4.50 4.74 4.96 53.1 51.4 49.1 53.1 51.4 49.1 4.53 4.81 5.04 47 49.0 46.8 44.6 49.0 46.8 44.6 4.43 4.66 4.87 50.2 48.0 45.8 50.2 48.0J45.8 4.46 4.69 4.91 51.2 49.4 47.1 51.2 49.4 147.1 4.51 4.77 4.99 40 43.0 41.0 139.1 j[.0 41.0 39.1 4.25 4.46 4.66 44.1 42.1 40.1 44.1 42.1 40.1 4.30 4.51 4.71 45.3 43.3 41.3 45.3 43.3Ii.3 4.39 4.61 4.82 30 36.2 34.4j.7Jj.7 30.2 28.6 4.05 4.24 4.40 37.0 35.3 33.5 32.5 30.9 29.4 4.12 4.31 4.48 38.1 36.3 34.6 33.4 31.811p3 4.23 4.43 4.64 20 30.1 28.6 26.8 27.3 25.9 24.3 3.87 4.02 4.16 30.9 29.3 27.6 28.0 26.6 25.0 3.95 4.11 4.25 31.8 30.3 28.6 28.9 27.4 25.9 4.09 4.25 -4.4-0 17 28.4 26.9 25.0]I.9 24.5 22.8 3.81 3.96 4.09 29.1 27.6 25.8 26.5 25.2 23.6 3.90 4.05 4.18 30.0 28.5 1 26.8 27.3 26.0 1 24.4 4.03 4.19 4.3 10 .6 21.0 22.6 21.1 19.3 3.68 3.80 3.92 25.3 23.7 21.8 23.2 21.7 20.0 3.78 3.91 4.02 6.1 24.6 22.7 23.9 22.5 20.8 3.93 4.06 4.1 O ]M id 15.7 17.9 6.3 14.4 3.49 3.59 3.67 20.1 18.3 16.3 18.5 3.9 -10 10.7 16.9 15.0 3.60 3.70 3.79 0.9 19.1 17.1 19.2 17.6 15.7 3.76 3.87 13.5 11.8 19.88 13.30 13.36 13.42 15.3 1 13.4 1 11.3 1 14.1 1 12.31 10.4 13.42 1 3.49 1 3.55 16.0 14.1 1,12.0 1 14.7 1 13.0 1 11.0 13.60 13.671 3.7 Size Indoor Coil Airflow (CFM) Indoor Coil Airflow (CFM) Indoor Colt Airflow (CFM) 060 1750 -. 2250 2500 60 71.0 67.9 65.1 7.1.0 67.9 165.1 5.76 6.01 6.26 73.7 70.7 67.8 1 73.7 70.7 6.8 5.84 6.09 6.35 72.8 11.8 68.8 72.8 71.8T.8 5.73 6.15 6 50 3.1 60.5 57.8 63.1 60.5 57.8 5.6 5.85 .09 65.5 62.9 60.2 65.5 62.9 60.2 5.7? 5.95 6.20 6.0 63.8 61.1 66.0 63.81!I.1 .74 6.02 6.27 47 0.7 58.2 55.7'-60.7,, 58.2 55.7 5.80 .03 63.1 60.5 57.9 63.1 60.5 57.9 5.67 5.91 6.15 4.0 61.4 58.8 64.0 61.4 58.8 5.74 5.99 6.23 40 .5 51.2 48.9 53.5 51.2 48.9 5.35 5.57 .79 55.6 53.2 50.9 55.6 53.2 50.9 5.48 5.71 5.94 6.4 54?. 51.7 56.4 54.1 Jf.7 .57 5.80 6.02 30 5.3 43.3 41.3 39.7 37.9 36.2 5.12 5.32 .52 47.0 45.0 43.0 41.2 39.4 37.6 5.29 5.50 5.70 47.7 45.7 43.7 41.8 40.0 IL.3 5.38 5.60 5.80 20 8.1 36.3 34.3 34.5 32.9 31.2 4.91 5.09 .26 39.6 38.7 35.9 35.9 35.1 32.6 5.10 5.30 5.47 40.2 39:2 36.6 36.5 35.6f.2 5.21 5.41 5.58 17 5.9 34.2 22.2 32.7 31.2 29.3 4.83 5.01 .17 37.3 35.6 33.7 34.0 32.5 30.7 5.04 5.22 5.39 7.9 362 34.3 34.6 33.0 31.3 5.15 5.33 5.50 10 .4 29.6 27.5 28.8 27.1. 25.2 4.68 4.84 4.99 32.7 31.0 28.9 30.0 28.4 26.5 4.91 5.07 5.22 3.3 31.6 29.5 30.5 129.0 27.1 5.03 5.19 5.35 0 5.3 23.4 21.2 23.3 21.5 19.5 4.47 4.60 4.73 26.6 24.6 22.5 24.4 22.7 20.7 1 4.72 1 4.86 1 4.99 127.1 1 25.2 1 23.0 24.9 23.2J.2 4.85 4.99 5.? -10 19.6 17.6 15.3 18.? 16.2 14.1 4.26 4.37 4.47 20.8 18.8 16.4 19.1 17.3 15.1 4.54 4.65 4.75 .3 19.3 17.0 19.6 17.71Th.6 4.68 4.79 4.8 1.lnstantaneous heating capacity values shown include indoor blower motor heat. These values ignore the effect of outdOor coil frost buildup. 2.1ntegrated heating capacity values shown ar net values to which indoor blower motor heat has been added and from which the defrost effect has been subtracted. To obtain total system heating capacities, add the heating capacity 01 the supplemental electric heaters to the integrated capacities. - 3.Total power input values include the compressor, outdoor fan, and indoor blower motors. 1TT1 t I . I INDOOR J . THERMOSTAT RETURN AIR FROM POWER- SOURCE TOP COVER ELECTRICAL II - / CONTROLS - .-..-------- ACCESS PANEL DISCONNECTS PER NEC * EVAPORATOR FAN (UNIT AND ACCESS PANEL ELECTRIC HEATER) I frrr\ . -POWER WIRING CONDENSATE (1 -CONTROL WIRING DRAIN TRAP CONDENSER AIRFLOW PAD A86101 cEVAPORATORAIRFLOW Separale disconnect per NEC required for electric healer. Figure 1-Typical Installation - Models 542G, 559G Sizes 018 thru 060 -. . TYPICAL INSTALLATION MODEL 559G ROOF—MOUNTING .' "CURB RETURNAlR:. - FLEXIBLE DUCT -. 5?. - / A7909 CEILING U I 'U I I Payne Air Conditioning SYSTEM ACCESSORIES IfldianaooIis. IN W lCiIy'ofmnsry. CA - LOW-VOLTAGE INLET = ' -:• k ELECTRICAL DISCONNECT FOR UNIT'& HEATER 4 FROM POWER-_..... .SOURCE,' BASE RAILS ROOF" SUPPLY—AIR - FLEXIBLE DUCT< CONCENTRIC - .DIFFUSER'BOX ROOM THERMOSTAT-_ V •IV . . - . . . • . - , These rooftop system accessories are designed specifically for use with Mode! 542G Packaged Heat Pumps, and Model 559G Packaged Air Conditioners See the table on the lest page of V this publication'for system accessory applications: Rooftop system accessories minimize overall installation cost's V - and add a distinctive customized appearance to the installation.. Unsightly ductwork, screws, and tape that detract from the roof- top installation are eliminated, with the downflow unit, or the end - . - discharge unit with' an accessory plenum, installed on a roof-' •••• fliJJiffiMJflH IIiiiidiiiiiiiiiiii - mounting curb. IOh'IFllIIli This full lines of ,accessories is available to meet the deinands of till IIIUIIIIIIIIIIIIII most applications and includes: downflow plenums, roof- [lip lllllllllllllllllll mounting curbs, flexible duct kits,concentric diffuser boxes, pIe. Iill t11III horizontal economizers and high capacity A distinctive feature of the concentric duct arrangement design is the use of two parallel flexible ducts to connect the plenum to the aerodynamically designed concentric diffuser box. Special curb adapters are not required. This design eliminates the need - -. for near-perfect alignment between the plenum section and curb, A86142 .-. on the roof and the ceiling-mounted diffuser grille. MODELS. 5596,542G - - - -- -. .. -- -;- - Form No. PDS 900.12.1P " - - '' - - r ROOFTOP SYSTEM ACCESSORIES I4 •• SYSTEM ACCESSORY APPLICATIONS - . - Accessory Description - . -..... -. 542G . -. -.559G 018,024,030 036 042&048 060 018,02& 030,036 042 - 1 - 048 [ 060 Plenum . 309404-201 309404-202 309404-203 309404-204 309404-201 309404-202 309404-203 1 309404-204 Roof-Mounting Curb (11 in.) 309403-201 309403-202 309403-201 . - 309403-202 Roof-Mounting Curb (17 in.) 309403.203 309403-204 - 309403-203 - 309403-204 Modulating Plenum Economizer 309405-201 309405-202 309405-203 309405-201 309405-202 - - 309405-203 Two-Position Plenum Economizer 309406-201 309406-202 309406-203 rt 309406-201 309406-202 . 309406.203 Solid-State Plenum Economizer 309438-201 309438-202 309438-203 :309438-201 309438-202 309438-203 Barometric Damper (Plenum)* 309409-201 309409-202 309409-201 309409-202 Modulating Horizontal Economizerf 309434-201 309434-202, 309434-203 309434-201 309434-202 309434-203 Two-Position Horizontal Economizer 309435-201 309435-202 ' 309435-203 . 309435-201 309435-202 -. 309435-203 Solid-State Horizontal Economizer 309443-201 309443-202 309443-203 - 309443-201 309443-202 309443-203 Horizontal Barometic Damper* (Bottom Return) - . .' , 309436-201 .-'--• -- - - 309436-202 ' -. -. - -. 309436-201 . 309436-202 Horizontal Barometic Damper (End Return) - - . - :309436.203 - .• . '-. - 309436-204 -- - - 309436-203 309436-204 Concentric Diffuser Box (16 in.) ' . 309410-201 - 309410-202 - -. 309410-201 309410-202 - (18 in.) .. - - - - -. . - - - . - 309410-203 - - .4 - 309410-203 (14 in.) .309410-204 I - : - - . 309410-204 I - Flexible Duct Kitt (16 in.). . . 309411-201 I 309411-202. - 309411-201 1309411-202 - (18 in.) . . - 309411-203 - ,J 309411-204 (14 in.) •- 309411-204 -- -. -309411-204 . - High-Capacity - Filter Rack , -, - . . -- 309437-201 a - 309437-202 - 309437-203 1 309437-204 - 309437-201 1 309437-202 1 309437-203 309437-204 *Kit includes both damper and relief-airhood. tFlexible duct P/N's shown are for a carton of two. . . -. . tA stepdown transformer & mounting box are available to avoid having a separate 230-V power supply for 460-V applications. See "Economizer Acces- sories" section. - ROOF-MOUNTING CURBS .The factory-assembled roof-mounting curbs are designed for use with the downflow units or the end discharge-units when using - the accessory plenum. Heavy-gauge, galvanized steel construc- tion provides one-piece support. The curb Complies with the .standards of the National Roofing Contractors Association. A 2-x 4-inch nailing strip is provided for attaching the roofing to the curb. •. . -- -----. - 4 -_"__•1 :-. ' "• -__; .' -;54 - - - -,-- - -.- -t•_1 -S : , ';sty ' - - -. •r . ' - S 41— TOP VIEW PLENUM - - OPENING - (ROOF CUTOUT)- PLATFORM - E - . - PLAT —D---' '- - J_--------- I '<i I- FORM STRIP(4 - . F _ 11- FRONT ylEw - -, A8OO94 -,. L •'' '. - - ,--, . - - .CURBP!N'S'& DIMENSIONS (Inches) Curb PIN A B C D E- F G - H 309403-201 . 64-3/4 - 39 - 11 22-3/4 . 35 . 40 44 '69-3/4 309403-202 - 66-3/4. - 43 - 1-1 24-3/4 - 39 40 48 - 71-3/4 309403-203 64-3/4 39 17 22-3/4 35 40 44 - 69-3/4 - 309403-204 66-3/4 . 43 - . 1-7 24-3/4. , - 39 40 48 71-3/4 - - RTU-72 - - - BOTTOM VIEW • - . A86144 HORIZONTAL ECONOMIZER DIMENSIONS -. - . . •1 INLET HOOD G 4.1 OUTS AIR GRILLE F (SHIPPED KNOCKED F DOWN) ADAPTER FRONT VIEW - \ HORIZONTAL - \RETURN-AIR DUCT - — OPENING (AxF). . WITH ADAPTER OR EXHAUST-AIR. OPENING FOR BAROMETRIC DAMPER B HOOD 'P;s3o9434-2o1,2o2, ECONOMIZER -FINCH R --- -I ______ _________ - • . \\ / . •;.. RETURN OPENING - -- ------. C . -. -• : - - REMOVABLE INSULATED \ I- - . ./PLATE PLATE ACCESS PANEL •\ - - - / (-201 only) RIGHT-SIDE VIEW . )-INCH REAR VIEW - •-' FILTER' (UNIT CONNECTION SIDE) __—ALTERNATE BOTTOM 309435-201, 202, & 309443-201, 202 -RETURN-AIR DUCT OPENING (WITHREMOVABLE INSULATED COVER) - .-., ••i_I . - - -- -- .•- 6-_ - - ,- .• —. . - . A86143 . . - - - -• - BUOM VIEW OUTSIDE-AIR • INLET HOOD \' G - ECONOMIZER 11-INCH - - V • - ___________________ . - \W., \\ •/ . - RETURN OPENING - F- C - \\ . - INSULATED ACCESS PANEL - - I ______ -- LRI'GHT-.SIDE V\! -VIEW , ]-INCH REAR VIEW -. - FILTER • (UNIT CONNECTION SIDE) R OUTSIDE- ! • •- J:: AIR GRILLE P . V . - •-• ADAPTER 1J.FRONT-VIEW •N -, - - I"- : E HORIZONTAL nr I UtThdMIr1 Iju%1 I - OPENING (AxF) . . WITH ADAPTER OR EXHAUST-AIR OPENING - FOR BAROMETRIC DAMPER & HOOD • V - •- *.* P/N's 309434-203, •- . .: 309435.203, & 309443-203 ___-ALTERNATE BOTTOM I -. • . RETURN-AIR-DUCT OPENING (WITH REMOVABLE INSULATED COVER) jr- - HORIZONTAL ECONOMIZER PIN'S & DIMENSIONS (Inches) Solid-State Modulating Two-Position • - - -•-. - Economizer Economizer Economizer - • • . - :Filter .:. PIN - PIN P/N A B C D E F G • - Size (in.) 309443-201 309434-201 309435-201 20 25- 21-1/4 15 16 10 10-1/2 (1)20 x 20 x 1 -309443-202 309434-202 309435-202 20 25 23-1/4 15 16 10 11-1/2 (1)20 x 20 x 1 309443-203 309434-203 -309435-203 22 27 28-1/4 17 19., 14 11-3/4 (2)16 x 16 x 1 - RTU-73 3 4 Concentric Diffuser Box PIN Ft3IMin Mm-Max Throw* -.(Feet).. 309410.201 600 6.13 1200 9-18 1 309410.202 1200 - 7-14 1600---F-9.20 309410-203 . 2000 12-27 -. 309410-204 . - 600 7-15 1000 - ----- 9-187- 3 4 - -.------- C 'cNCENTRIC DIFFUSER BOX ................. The aerodynamically designed concentric diffuser box assembly is equipped with a combination four way supply and enter return diffuser. The box is designed for use with accessory flexi- ble ducts and plenum sections or accessory plenums to provide • an easily installed concentric system. A special core is provided within the diffuser box to provide even four-way air distribution. SUPPLY RETURN I AIR AIR . 111111 I - FRONT VIEW A76248 CONCENTRIC DIFFUSER BOX PIN'S & DIMENSIONS (Inches) - Diffuser Box PIN -.- - .A .- D - E -F 309410-201- -38-3/4' 16 24 36 309410-202 47-3/4 16 -30 - 45 309410-203 47-3/4 18 30 45 309410-204 32-3/4- 14- - - 21 - 30 'f 11 DIFFUSER THROW AT INDICATED AIRFLOW (Ft3!Min) SUPPLY-AIR RETURN-AIR VV LOUVERS - GRILLE . velocity (Vt). Minimum throw is at a Vtof'75'ftlmin andmaximum BOTTOM VIEW A76250 throw is at a 't bf 35 ft/min. A special core is provided within the dif- fuser box to provide even four-way air distribution 1 FLEXIBLE DUCTS I The flexible duct package consists of two flexible UL listed ducts The duct construction - includes vapor barrier and 1-in. fiber glass insulation. The 'K' factor is 0.23. Each duct has. a square-to-round snap adapter for attachment to the accéssory plenum on one end, arid a' round clamp collar for attachment to the concentric diffuser box on the other end. -i_ •• . -1 - -+ a 41 I ' - •- 1 "FLEXIBLE DUCT PIN'S &.-*'- - DIMENSIONS (Inches) - ) - *Packaged two per carton. - I —..----- ' - - - + 8 hA—...) CLAMP COLLAR • ' A76251 - RTU-74 -Flexible Duct PIN* A B C 309411-201 15 16 42 309411.202C • .17 16,. 42" 309411-203.. • 17. ,.18 42. 309411-204 15 14 1 -42 52 I I I PLENUMS %FPR. ENDDISCHARGE UNITS : Thebasic plenum package includes the 'fully.assembled rain- These. plenums are constructed from heavy-gauge, galvan- • proof plenum with screened adjustable fresh-air inlet hood that nealed steel, finished with outdoor-quality enamel to match the provides up to 25% outside air, 1-inch disposable, air filters, rooftopunit, and fully insulated with UL-listed duct liner. removable panels for filter access and easy installation of pIe- num mounted accessories such as the optional economizer. .'• ., - - - G : I •- • ______ F E A. RETURN SUPF1Y E AIR AIR PLENUM OUTSIDE- AIR INLET HOOD ADJUSTABLE PANEL FILTER ACCESS -- RETURN-AIR PANEL PANEL A80092 I - - J~ FRESH-AIR V -- OPENING TOP VIEW - I INLET HOOD \ B 'A yl?NCH - 11 : oo - J 7 SOME UNITS % Il ACCESS ' V , HAVE ONE - DOORFILTER V ' FILTER I &'1 , ' -• - ..- - END VIEW, , 14 l- FRONT VIEW • ' A80097 PLENUM PIN'S & DIMENSIONS (Inches) - Plenum PIN '. -A B C 0 E ' F ' G ' H J " Filter Size, 309404-201- - 309404-202 ' -39-112 26 20-718 2 ' 15 15 3-7/8 23-1/4 10 (1) 16 x 20 x 1' 39-1/2 ' 26 '23-1/4 2 15 - ' 15 3-7/8 -23-1/4 110 - (1)20 x 20 x 1'- - - (1) 20 x 25 x 1 309404-203 43-1/2 28 28 ' 2. 17 17 - 3-7/8 27-3/4 12 309404-204 43-1/2 28 31-1/2 2 17 i 17 ' 3-7/8. 27-3/4 12 !V V (2)16 x 20 x 1- V - -. ri r , _ ,F - V• ! - , ECONOMIZER FRESH AIR INLET HOOD OUTLET HOOD * -* A76264 Plenum With Economizer & Plenum Rainhoods Installed RTU-75 ECONOMIZERS--PLENUM &HORizoNTAL The plenum-mounted modulating, solid-state, and two-position economizers are designed for easy installation in the accessory plenum used with the end discharge units. Thd modulating hori- zontal economizer, solid-state, and two-position horizontal econ- omizers are designed for use with the end discharge units when the accessory plenum is not desired. These horizontal economiz- ers can be attached directly over the unit return-air opening or they can be installed in the return-air duct in a remote location. All of these economizers adjust their outdoor- and return-air dampers to economically blend cooler outside air with warmer return air for comfort cooling. This process reduces energy costs and extends equipment life by allowing the use of outdoor air to supply "free" cooling .when conditions are favorable. Constant ventilation is recommended for commercial applica- tion when the conditioned space is occupied. The modulating- and solid-state-type economizers have a mixed- air controller that provides for full-range modulation of the outdoor-'and return-air dampers. The enthalpy control selects the suitable outdoor-air quality for "free" cooling operation by measuring the outdoor-air dry-bulb temperature and humidity mix. The modulating-type motor requires a 208- or 230-V single- phase power supply. This motor does not have a spring return. A transformer is required for 460-V applications. The solid-state- type motor operates through the unit 24-V low-voltage control circuit._ The two-position-type -economizers open the outdoor-air damp- ers to a fully open position. These lower-cost economizers, which also operate in response to the enthalpy control, approxi- mate the performance of the fully modulating economizers by continuously adjusting the dampers open or closed to match the requirements of the conditioned space. These two-position economizers also feature lower installation costs because the motor operates through the 24-volt control circuit of the unit and; therefore, does not require aseparate power supplyThis motor has a spring return that closes the outside-air dimpers when the 24-volt control circuit is off for any reason. All economizers are shipped complete with a damper motor and linkage, enthalpy control, compressor lockout switch, lw-vôlt- age wiring harness, high-voltage leads, (modulating econo- mizers)-and a rainhood. Adequate wire, lengths are provided; therefore, additional field-supplied wires are not 'required. The modulating economizers also have a mixed-air controller and an adjustable, motor-mounted, minimum-position potentiometer. Horizontal e6onomi2r are also fiiEnished with 1-inch disposal air filters and gasket material. Horizontal economizers are not painted. Plenum economizers will be factory-assembled in the accessory plenum when ordered concurrently with the plenum—at no extra charge. ECONOMIZER ACCESSORIES BAROMETRIC RELIEF DAMPER .This accessory is an automatic pressure relief device that pre- vents excessive buildup of indoor pressures, and is recom- mended if the economizer is specified. It is easily installed in the economizer casing at the return compartment. Barometric relief dampers for horizontal-economizers are available for both bot- tom and end-return applications.. The barometric relief damper will be factory-assembled in the economizer when .ordered concurrently—no extra charge. MODULATING ECONOMIZER ACCESSORIES Remote Potentiometer—The remote manual potentiometer is used to remotely open the dampers for additional ventilation. (PIN P271-9782) . • N - 11 Night Thermàstat—To reduceheating expensesthé night thr- mostat is used in buildings that are unoccupied atñight. The night thermotat shuts the outdoor dampers of the 6c6nomizer and prevents unneeded cold ventilation outdoor airfrom being added to thesystem. (PIN PS-3330) - Timeclock—The timeclock is used for automatic operation of the night thermostat. (PIN PS-3328) Warmup Thermostat—The morning warmup thermostat is used in conjunction with the automatic night thermostat to provide added energy economy. The warmup thermostat assists in rais- ing the conditioned space temperature to occupied conditions as soon as possible with a minimum use of energy. (P/N P331- 9902) Minimum Outdoor-Air Relay—This control closes the outdoor- air dampers of the economizer to the minimum position when the system is in the heating mode. (PIN P283-1203) Stepdown Transformer & Mounting Box—This transformer can be used to avoid having a separate 230-V power supply for the modulatinb economizer when installing economizer with a 460-V rooftop unit. (transformer: P/N P541-8501, mounting box: PIN 301590-301) PLENUM-MOUNTED ECONOMIZER - HORIZONTAL ECONOMIZER, S RTU•76 I - HIGH-CAPACITY FILTER RACKS • These high-capacity filter racks have been designed for use with housing is constructed from heavy-gae'steel and is fully insu- Modelà 542Gand 559G End-Discharge Units; and feature easy j1ated. Both sides of the filter rack are 9angedfor easy installa- installation, serviceability, and high filtering-performanc& The tion. Two-inch, high-capacity,' Farr 30/30filters are provided. F f:-: ' - - - .- ,__--' t • ' ' -B- . A I I - . ,. •1 . - iz FlLTER(S)41J: A76243 ACCESS DOOR - - i-.--- .- - - - . A70258 P/N's 309437-201, 202, 203 -, '-J - J B 3 F: A FILTERS - C '"--' -\- - ___________ •- - - - - - - - t kI 3- -14 I-\ - -. ,. ACCESS, DOOR A76244 -. - PIN 309437-204 ----------------- - - --- . - . -. - -r - - - - - - - ' 'HIGH-CAPACITY FILTERRACK -, 1.PIN'S&DIMENSIONS(lnches). - 0 - 0 - -. RECOMMENDED ROOM TH ERMOSTATS -& SUBBASES - ' - Model Thermostat - PIN Single-Stage Heating & Cooling - Manual Changeover _- - 559G 0 P272-2781 - P272-1835 - P271-2771 - - - - P271-1873 - . .-.. P271-3661 -.-- -- - Included- Single-Stage Cool 2-Stage Heat Manual Changeover 542G P271-3457 Included - 559G P272-2782 P272-1885 - Single-Stage Cool 2-Stage Heat Auto Changeover 542G '- P271-3456 - Included 559G - . P272-2786 - P272-1887 - - - Single-Stage Cool 2-Stage Heat Manual Changeover - 559G - - P272-2783 - P272-1885 - - - RTU-77 Filter Rack 'PIN A - B - C Filter Size (in.), 309437-201 20 8 18-1/4 (1) 16 x 20 x 2. 309437-202- 20 8 22-3/4 (1)20x20x2 309437-203 20 8 27-1/4 (1)20 x 25 x 2 309437-204 20 - 8 31 (2)14 x 20 x 2 - - - - - . - - - - - -• .-. - S - - 259 : - Subbase PIN - I1 • ACCESSORY PRESSURE DROPS -. The Product Data Sheets forthe various packaged units contain mation contained in this publication can-,be usedto calculate airflow tables that show the resulting airflow.atindicated exter- - either the external static pressure drop for a portion of a side-by- nal static pressures., The static pressure drop through the entire side duct system; or the total.external static pressure drop of-a external supply- and return-air handling system must be calcu-. -concentric diffuser system when using the accessory flexible lated to determine the system' airflow from the packaged-unit ducts, concentric diffuser box, and plenum. Plenum and horizon- airflow tables. The system-accessory static, pressure drop infor- tal ecohomizer pressure drops include filtet. - - 5_. .-•- -1 SYSTEM-ACCESSORY STATIC PRESSURE DROP (In: we) AT INDICATED PACKAGED UNIT AIRFLOWS IN THE RANGE OF 500 TO 1600 CFM Accessory - .. Airflow (Cfm) - P/N 500 I 600 I '700. I 800 I 900 I 1000 1100.,- F 1200 I 1300 I 1400 I 1500 I 1600 PLENUM ..-'-'. .' '.. S - • ,-.. . ' 309404-201 0.09 0.10 0.11 0.14 0.18 0.22 . 0.29 0.35 1 0.42 0.49 1 - - 309404-202 - : - - 0.16 0.23 0.29 1 0.36 0.43 0.51 0.60 PLENUM ECONOMIZER* 309405, 406, 438-201 0.02 0.03 0.03 0.04 0.04 0.05 0.05 0.06 1 0.06. . 0.07 - 309405, 406, 438-202 - - - - - - - 0.04 0.04- - 0.05 0.05 0.06 0.06 0.07 HORIZONTAL ECONOMIZER- S - • .•- Hànzontàl Return 't.13- . - 0.14 0.14 309434, 435, 443-201 Ô.15 : 0.16 0.18 - 0.21 0.24 0.27 0.32 - - Bottom Return ' 0.21 - 0.22 0.22 0.22 0.23 0.24 0.28 0.32 0.36 0.40 - - 309434, 435, 443-202 Horizontal Return 0.07 '. 0.08 0.08 0.09 0.10 -0.12 . 0.14 . .., 0.16 ,. 0.19 0.22 0.25 0.29 Bottom Return.. . 0.10 0.11 0.11. 0.13 0.14 0.16 0.17 0.20 0.23 -0.26 - 0.30 0.34 FLEXIBLE DUCTS & CONCENTRIC DIFFUSER BOX 309410,411-204 '006 1 0.08. 1 0.10 0.13 1 0.16 0.19 0.22. 0.26 1 0.30 0.34 -. - 309410, 411-201 0.04 0.06 0.08 0.11 1 0.14 1 0.17 1 0.20. :0.24 . 0.28 . 0.32 .. - - - HIGH•CAPACITY.FILTER RACK •. . . -- S , I - - - 309437-201 0.08 0.10 0.12 0.13 1 0.15 1 0.16 1 0.18 -. 0.20 1 0.21 1 0.22 1 - - 309437-202 . . - - _-- - - - - 0.13 1 0.14 . 0.16 .0.17 -1 0.18 1 0.20 1 0.22 SYSTEM ACCESSORY STATIC PRESSURE DROP (In wc) AT INDICATED PACKAGED ' AIRFLOWS IN THE RANGE OF 1200 TO 2200 CFM - Accessory PIN - . . . - -. Airflow (Cf m) - .. . - - 1200 'I 1300 1400 I 1500 I 1600 I 1700 1800 I 1900 . 2000 I 2100 I 2200 PLENUM. . - .. . . . 309404-203 0.13 0.15 0.18 0.21 0.24 0.28 0.33 -. - . - - 309404-204 - . - , - . - - 0.23 0.26 0.30 0.34 . 0.39 0.45 PLENUM ECONOMIZERS - •. - . . . 309405,406,43&203 - .. 0.02 I 0.03 0.04 0.04 I 0.05 I 0.05 I 0.06 I 0.06 I 0.07- 0.07 I 0.08 HORIZONTAL ECONOMIZER* . .. S 309434, 435, 443-203 -- - Horizontal Return. . . . -S - 0.11 0.13 - '0.15- 0.18 - 0.20 .r'0.23: . 0.26 0.30 0.34 0.39 - 0.44 Bottom Return - . - ' 0.15 0.17 0.20 - 0.23 0.27 . 0.30' 0.34 . 0.39 0.45 0.52 0.60 FLEXIBLE DUCTS & CONCENTRIC DIFFUSER BOX 309410,411-202 •.. 0.09 0.12 0.14 0.16 0.18 0.20 . - - - - 309410, 411-203 . '- . ----p - - 0.14 0.16 0.18 0.20 0.22 .0.24 HIGH-CAPACITY FILTER RACK . . r - . 309437-203 -- . •. 0. 1 5z 0.16 0.17 0.19 0.20 0.21 - - - - 309437-204 -. +_2.14 - S - - I - - 0.17 0.18 1 0.19 1 0.20 0.21 1 0.22 *Pressure drop data for economizers is based on a neutral air pressure in the conditioned space as can be achieved with the accessory barometric damper kit. . . S S -A dash indicates portions of the table that are beyond the airflow ranges of the packaged units with which the accessory is used. - - - - .. - •S - - . - -- - - - - r ..- •-, .---- - •- ----• - 'I ---S • , 1 .-'- - ,- - . r ,_ - r • S - - - - - . S - - - 5-, - --,.... '.5 .,--5 .• - S - . -. . SPECIFICATIONS SUBJECT TocHANGEwITHouTNOTICE UNIT MUST BE INSTALLED IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS r - • ,- '- - - S 5•.• - - S • S - RTU-78 - PRINTED IN U.S.A. 10-86 Páyné Air Conditioning -' BDP • - - Indianapolis, IN City 01 Industry, CA - •V_VS 4•t •" 4- V.- (I 0,11eywelL THESE THERMOrATS AND SUBBASES PRO- VIDE LOW VOLTAGE CONTROL OF MULTI- I STAGE HEATING AND . COOLING SYSTEMS, INCLUDING HEAT PUMP SYSTEMS. 0 T874 Therniostat requires a Q674 Subbase. Q674 Subbase provides system and fan switching, wiring' terminals, and mounting base fo( T874 Thermostat. T874 ,Thermostat has silent, dust-free mercury - switches operated by coild bimetal elements. 1 0 Adapter plate available for mounting' Q674 on wall or horizontal outlet box. -. I D Heat anticipator(s) are adjustable.or fixed; cool- ing anticipator(s) are fixed. Dlndjvidual heat and , cool -levers and scales for I temperature setting located on top of •thermostat case. 0 Cover thermometer on most T874 Thermostat models. 0. LED indicator lights located on top of thermostat I - case for easy reference. - - 0 Locking cover and locking lver screws available - - for T874 Thermostats. I - - .D Plastic thermostat guards available . for T874 Therthostats. • • V - I . - 0 Key Lock cover available for T874 Thermostats., 0 Q674 Subbase available with up to 4 light emitting diode (LED) indicators. - I - 0 Up to 3 stages each of heating an'd cooling control * "possible. I . 0 Models ..with' set poiiit restrictions available for -' Department of Defense (DoD), and other -special - - applications. V - I D Outdoor reset is 'used to improve therial per- . * - formance on some models. I RV I S.O. Form No.. REV. 4-81 - - ' 604485-1 * ,=y-"•V - - - - . V -' • :— c'_ III TRADELINE Models continued. 0674 SUBBASE Q674 switchmg subbases provided system and fan switcbiiig as listed. TRADELINE FEATURE: TRADELINE package with cross reference label and special instruction sheet. Q674A-E,G are standard models. Q674F,J,L are heat pump models. Q674 SYSTEM '.. FAN A .- '. Heat-Auto-Cool -• .-. ' Heat-Off-Cool . - Auto-On , B --Auto-On C. Off-Auto :. Auto-On 0 - ' None ••• None E Off-Heat-Auto-Cool Auto-On F Em. Ht- Off - Heat- AutoCoOi Auto-On G Off-Auto None. J Em. Ht-Auto-Off Auto-On L Em. Ht.-Heat-Off-Cool Auto-On S 1I2.9 j- 19.51 -í 154.01 11 88.91 II, U".. SSII 1.. - FIG. 1—DIMENSIONS OF T874 THERMOSTAT MOUNTED ON Q674 SUBBASE. TEMPERATURE SCALE RANGE: 42 F to 88 F [6 C to 31 C], standard; optional ranges available. THERMOMETER RANGE: 42 F to 88 F [6 C to 31 C]. CHANGEOVER DIFFERENTIAL: 3 F [1.7 C] minimum between heating and cooling (5 F [2.8 C] on T874W). Levers may be set apart for greater separation. INTERSTAGE DIFFERENTIAL: Standard Models —mechanical differential is 1 F [0.6 C] between heating or cooling stages; oper- ating differential is approximately 1.9 F [1 C] between stages in heating or cooling. Special Models—See Table 1. FINISH: Beige. MOUNTING MEANS: T874 Thermostat mounts on Q674 Subbase. Subbase mounts horizontally on wall or outlet box. Mounts on vertical outlei box with optional 193121A Adapter Plate Assembly. OPTIONAL SPECIFICATIONS (T874 only): Temperature Scale Ranges: 40 F to 75 F [4 C to 24 C] heating and 75 F to 90 F [24 C to 32 Cl cooling with stop; 44 F to 68 F [7 C to 20 C] heating, 80 F to 86 F [27 C to 30 Cl cooling;6 C to 29 C [43 F to 85 F] Celsius scale; 38 F to 72 F [3 C to 22 C] and 78 F to 90 F [26 C to 32 C] cooling with stop. - Nonadjustble factory added stop. Limits heating set point to 72 F [22 C] maximum, cooling set point to 78 F [26 C] minimum. Customer personalization. Locking cover and locking lever (see Accessories). Thermostat cover less thermometer. Adjustable locking temperature stops. Voltage heat anticipation—first or second stage heat or both (Table 1). Fast cycling on heating stage(s) for electric heat' applications. C815A outdoor thermistor. ACCESSORIES: 1. Locking cover and locking lever assembly—Part No. 194559R with thermometer, 194559S without thermometer, includes cover, screws, and'Allen wrench for locking cover, plus two 195057A self-tapping, in- sulated 'screws. These screws must be used to insure proper operation. 3 . 60-2485-1 STANDARD MODELS T874 THERMOSTATS MODELS: See Table 1. ELECTRICAL RATING: 24 to 30 Vac. SWITCHING: Coiled bimetal elements operate, mercury switches. TEMPERATURE ADJUSTMENT: Heating and cooling setting levers, with separated scales located on top of thermostat base. Common lever for heating and cooling on T874R, 1 cooling lever on T874E, and 1 heating lever on T874F.