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HomeMy WebLinkAbout1969 PALOMAR OAKS WAY; ; 82-182-A; PermitI hereby efflrmat lam licensed under o' - provllons of" Chaptei 9 (commencing with—"' I-' '-Section 7000) of Division,-3 of the Business rand Profei'sfons Code,"in'd iiiy Ilcens& Is In full force and effect.--" - - Lic. No. " _,,,Class -v. -'--'r I; hereby: ifhrm" that I am exempt trnm,ihe Contrac-' ,-' t0r'sLicense Law for the lollowiog reason (Sec. 7031.5 "-n-'Bxsineso and Professions Code: Any city or county which re- -. quires 'a permit to construct, alter, improve, demolish, or . a repair any structure, prior to its issuance also requires the ap- - plicant for such permit is I ile'a signed statemeot.that'he Is, licensed 'pursuant to the provisions' of, the, Contractor's' '.License-law (ChapterS cotnmeoclng.with Section. 7000.ot,'.. - Division 301 the Business and Professions Code) or that is ex- empt therefrom and the basis for the ailoged exemption. Any, violation of Section 7031.5 by an applicant for a permit Sob- ".- jects the applicant to a civil penalty of not more than five hun- ,e dred dollars ($500). Dl as ownor of the property or my emyeos with wages w ' as their Sole componsation, will do the work, and the struc- ture is not intended or offered for sale'(Sec.7O44, Business * , and Professions Code: The Contractor's—License Law does ? ff not apply to an owner _of.propery who builds or improves - , -thereon and who does such work himself or thruogh his own N, 'enrployeesrprovided that Such improvements are not intend- - I ed or offered for sale. If, however, the buildigg or improve- • - Z , ment is sold within one year of completion; the dmebullder. 39 will have the burden of proving that ho did not' bulldbn4nj, - - - -0 - prove for the purpose of sale)." - o- - - 0 I, as owner of the property, am exclusively contracting with liconsed'contractors to construct thep'ro)ect'(Sec.' 7044,' - 'Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or IrS- ,. proves 'thereon, and who contracts for each projects with a ,. 'cant ract or(s) 'license pursuant to the Contractor's License - 2 T4. ':'.; ..Ic- 0 As a homeowner lam improving my home, and thotoilnw' Jng conditions esist:wCc ,X -';a.,,,,., -' rr p1'. 1The work Is being performed prior,tn safe. - ?'!, - 2. I have-lived in 'my-home"for twelve months C) - -• - prior to completion of this work, - --p- Ui .. C' "I' bane not 'claimed this exemption during the tast three years. ". - . 7-.t—.-..-- •-"--. 1•' 0 lam esempt und Sec" ' ' ' ' B & P.C. ,,, for this reason .''" I fereby affi'm that I have a cerlif icá'te ot'nseritJ' to sell-insure, ,or ,a certificate of Workers', -- .- •' Compensation tn'surance. or a certified copy thereof - -" (Sec:-3. Labor Code). - z POLICY - ,, • - - 10 : COMPANY". 11 Cory is filed,with tfrcity." - - ' -'I' 2 ' '#,)4 J '44 - , ' -'0 Certified copy is hereby tarnished,-.Z- All... - '.-1,gO. i--' '. ;_,,,•'. -".'' CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE - ' ('This section need not be completed it the permit . is for one hundred dollars IStOOl or less)UJI ""' '' : cc 0,1 certify that in the performance Of the work for 0 . 0w0ich his-permit is issued. I shall not employ any person many manner so as to become subject to the Workers' Compensation-Laws of Calilornia.- ' •.'tt- '" ',":,. V 'c' nt NOTICE' TO APPLICANT: lf'after making this Ce,- - ticate of Exemption, you sh'ould become sub(e'ct to the Workers' Compensation provisions ot'the Labor . Code, you must .forthwith 'comply 'with, sCch, prouisons or this permit shall 'be deemed revoked. - - ' Dl hereby all, that. there ,saconstruchon I lending agency for the performance of the work to, UJ , this permil is ,sSued (Sec O97: Civil Code).-n' fi ' ,zl •-•' w._, 'Lender's Name" - h '.?4• A •' - , - - ••' ' , '5 _• . '. USE ii'fflNj PEN E PRESS HARD - ' 0: 'ilk ' - APPLICANT TO FILL' IN INFORMkth)N WITHIN SHADED ARE DECLARATIONS. '" .CARLSBAD-BUILDINGDEPARTMENT. "$ ' " APPUCATI &'PERMiT' . L'U' "-- -• ' 1200 Elm -Carlsbad, California 92008-1989 (714),438-5525 JOB ADDRESS ' . tJ AV. ST. OAT OF A P CATION BUSt S LICENSE RD, 'VALUATION PERMIT NUMBER OWNER'S NAME OVINE R'S PHONE C NTRACTOR CONTR T S PHONE ZbNE -4- / OWNERS MA17NG ADDRESS • CONTRACTOR S ADDRESS ICEN ENO. PLAN .0, # . BLDG USE CODE 9Z Z71/oP if "'::.'-,r.• - LOT BLOCK SUBDIVISION SESSOR PAR EL N' DESIGNER LICENSE # STANDARD PLAN #. BUILDING SO. FOOTAGE - - - ' - . I -,, -5-' - -• - -' - LiI -. DESIGNER'S ADDRESS DESIGNER'S PHONE - ,. - . - -. , 04 1ei 1-4 OFi c_,E- ' • F/P FLR ECEV ' - . NO - '0CC GP - ' I' EDU .'YDNO' ll//277 337 "CENSUS TRACT - ''GP LAND-USES" PARKING SPACE RES UNITS • - GRADING PERMIT ISSUED REDEVELOPMENT ' TV E 0CC LOAD FIRE SPA AEA "a: " - - - • • . yO o vo ND Not Va/idUn less Machine Certified • QTY PLUMBING PERMIT ISSUE '.QTY MECHANICAL PERMIT ISSUE 'C SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP . ' •' •' . • -- ,, ',. INSTALL FURN, DUCTS, UP TO 100,000-TU- - ' BUILDING PERMIT - 01-00-00-8220 __- - TEACH BUILDING SEWER,---- - -• _, - • . .,_-' . • OVER,100,000 BTU. - - ,,,',. ., .'. SIGN PERMIT.-.'5 .. .01.00-00-8221. .._', ' -- _•_.• • EACH WATER HEATER AND/OR VENT — e BOILER/COMPRESSOR UP TO 3 HP " PLAN CHECK 01-00-00-8806, 24 2_2-.&-7 -' EACH GAS SSTEM 1 104 OUTLETS' " ' ' " BOILER/COMPRESSOR 3.154 ' • - - '" - TOTAL PLUMBING - •01 -00-00-8222 - - - • EACH GAS SYSTEM 50R MORE ,. ,., METAL FIREPLACE,, - 4,, . ELECTRICAL .,. 01700-00-82221 '1 'EACH INSTALALTER, REPAIR WATER PIPE - ' ' ' VENT,FAN SINGLE DUCT . . . - • • - MECHANICAL • - 01-00-00-8224 * • ' .. EACH VACUUM BREAKER,,.. ' , " - MECH EXHAUST - HOOD/DUCTS '."' MOBILEHOME 01 -00-00-8225 WATER SOFTNER - ".L'", " ' -,' RELOCATION OF EA FURNACE/HEATER , • - MO , PARK (NSP - EACH ROOF,DRAIN.(INSIDE)- ' '- ii -' -• - ' ' -'' i . - "SOLAR - ' - 0100.0n-a226 - - - - TOTAL MECHANICAL '" '' STRONGMOTION __________-'8092330519 - ____9' o TOTAL PLUMBING. FIRESPRINKLERS ______01_00008227 QTY' ELECTRICAL PERMIT ISSUE QTY SOLAR ISSUE a - PUBLIC FACILITIES FEE __3200008923 • —________ ". -- .•'-'--' _''' "' _-'-' - -NEW.CONST-'E'AAMP/SWT/KR____ COLLECTORS ,.I -''' -_-'-. __ . - SCHOOL FEE _- DISTRICT '- _.•. . - -n-'- _ PH _--, I-Qo-- STORAGE TANK'S _. ,:, ' - ' --'BRIDGEFEE'_---"-'-- Carlsbad -—- _.80-92-21-0519 " _. t. EXIST BLDG E'AAMP/SWT/B__ -, . - ' ROCK STORAGE' Encinitas -- __-'--80-92-22-0519 - , a_', 1PH •$ -, __ - _'3PH____','•' _•.-.'•PUP -'San Dieguito •.'' _80-92-23-0519 '- onREMOOEL/ALTER-xPER_CIRCUIT '., " PLAN CHECK FEE'0 ta -, l'- -. 'c'. Sat1°Marcos "- "s' 8092-24-0519,-,- - TEMP POLEV200 AMPS ' - -. 09 __________ 'OVE.R200AMS,),_i - - - - • .- '- _g. oil _0 --- : TEMP OCCUPNNCY (30 DAYS) .e '' 'l' • . • ' -' - .aa' "- - .- ' '4 ,. 'r ' 'Se .,,v -, - ,t. •t, •' - - ,-,'',, . ' ''' - I - '.4.on - - - - - - a - - -. . • ,.,. - - s - .,,,.,, " - . TO'fALE,LECTRiCA *e.' '• ''-' ' • '"TOTALS'OLAR • ' " I - ' . ', TOTAL FEES PAYABLE tj - 1 HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT-AND DO HEREBY Eopiratton.EverypermitisèuedbytheBuildingOfficiatunderlhaproemsionso(Ihis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void. If the building or work authorized b such permit is not commenced within 180 days from the date of such -5'0" DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or II5'the building or work authorized by such permit in suspended or STRUCTURES OVER 3 STORIES IN HEIGHT 3iT/, 50UNTY A140 OTrIrTE LAWO OO'.'EflfllfiO DUlLOf?fC CQPi, IbSUEUt I L.UIv1PLI YYI I N ALL u&rnr,dr,nruuj ci er•, thImmlive II,. nub Ic cs •c,,c,.ocj Ic. pc•o,J uf 109 ii',,, -' KEEP HARMLESS THE Y OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS AND STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNR`y ANU APPANT'S StGATIRE OWNER 0 CONTRAGR 0 APPR 5Y \ Zn WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE 76 BY PHONE 0 G EXPENSES RANTING OF THIS PERMIT -4 - V L '' '. -, '- - - - •- •-•. 9-.' .. .- . . • .M.. ,.... •., - - ,....'. , - a. INSPECTION TYPE DATE INSPECTOR -i., '5'1-. i..-r' .— A_ BUILDING FOUNDATION • £ ______ _________ REINFORCED STEEL' MASONRY •. -4 _: - 'FLOOR & CEILING SUB FRAME SHEATHING FRAME - ..-.. 744- :ExTERIoR LATH INSULATION INTERIOR LATH & DRYWALL. ". -. - PLUMBING 'SEWERANDBL/CO PLUMBING UNDERGROUND. PLUMBING TOOUT -. - - GAS TEST - ELECTRICAL- TEMPORARY POWER " - •;-• ELECTRIC UNDERGROUND . -ROUGH-ELECTRIC Chi 7-/-i3 ELECTRICSERVICE BONDING ' - G. F. I.'-,..SMOKE'DETECTOR-'--- -, .4 . MECHANICAL DUCT..&FL-EM.,.REF. PIPING', HEAT — AIR COND- SOLAR SYSTEMS- VENTILATING SYSTEMS: FIELD INSPECTION RECORD '- ". REQUIREDsPEçIAL.iNPECTIÔN 't 0 INSPECTOR'S NOTES INSPECTORS INSPECTION CK1O DATE - SOILS COMPLIANCE . - . . . . . - - - . - PRIOR TO - -. : . . . . . - -•-, 9-.,. FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED - .• - -- /' . .-- .- . . . - . CONCRETE POSTTENSIQNED,- , "' - ' . I _4. .•. ,,CONCRETE •- k ---..- ,, - - -. ". - . . - - - - FIELD WELDING - . - - -. . - * -. -. - ...- - . . .4 HIGH STRENGTH - - 0 ,"_ , - -':. . - BOLTS -... . - - --... .--• ,• - ..•. ., ..- . - . . SPECIAL MASONRI i-.. PILES CAISSONS 4 L - ,0 .4 - - - — " - 1'- . 9-.. .' - 4' ' '- - - A- 9-#-*- . - ------------ -4 ..-•- .- 4 . . _.. -.- --fl.-- __,.,_._ r. - 4. .- .' -, 4'-'-r - . . • 4. .•• .•i .4 , * . .. - . . - - -r • -- --r- •-- -S-' •.'• - . . . - .. . 9 1 - - . . . - 14 '' -.- r .,. •J - - .4*- - • ' - 0 * 4 :-.-:4,S ' - -' *- .-* * - -- -A . '"O..•. - . .4. - dP CALL FOR FINAL INSPECTION WHEW ALL APPRRIATE 0 f• 4 - 4, - .• - - - - *4 ITEMS ABOVE HAVE BEEN APPROVED . ..--. * - . - ___________ ________________ ,- - . .4, 4 JOB SITE FINAL., - - . -' -. ..4• - A A- 4 ' - .,. - ) * PLUMBING ELECTRICAL' .4 'L BUILDINç3.4.. -- . _ •• . \.. .- - - - ----• . ' - •;. \,J . • - - SPECIAL CONDITIONS — - - - - - ?'. CERT.OF OCCUPANCY ISSUED -- I -' :-:-.-:- •,: _____- -,,-- ' '-.-— - '•*.4'\ - - - — .-• .-, -- -D 0 dl- 11SF RAIl POINT PFN ONLY & PRFSS HARD " — 4 ' [] I hereby affirm that lain licensed under provisions 'ofChapter. 9(commencln'g'wlth Section 7000) of Dlvislon"3 of the Business *. and Professions. Code, and my,.11cense Is In cc,I ,° ,JülI.force and'Bffec1... [.? LIc. No. __________'.....,....L Class . r. ,.. '_f. hereby affirm that I am exempt 'from the Coolrac-, '.."tor's license Law torthe following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re' * ,. • quires a permit to construct, alter, improve, demolish,' or repair any structure-prior to its issuance also requires the ap- piicanl for such permit to tile a signed statement that he Is licensed pursuant to the provisions of the Contractor's - ' - . License Law (Chapter .9 commencing with Section 7000 of Division 3 o the Business and Professions Code( or that is ex-empt therefrom and the basis for the alleged enemptiox. Any ' violation of Section 7031.5 by an applicant for a permit sub' - (ects the applicant to a civil penalty of not more than five hun- dred dollars ($500). 0 I, as owner of the property, or my employees with wages cc• as their sole compensation, will do the work, and the stroc- - tore is not intended or offered for sale (Sec. 7044,' Business and Professions Code: The Contractor's License Law does '5 not apply Is an owner of property who builds or improves thereon and who does Such work himself or through his own impluyeos: provided that such improvements are not intend- let d or Offered for Sate. It, however, the building or improve- - Z went is sold within one year at completion, the owner-builder ' will have the burden of proving that he did not build or im- 0 — - prove for the purpose of-,sale). 'I, as owner of the ,-,Property, ai exclusively contracting - - with licensed conlihctors to construct the project (Sec. 7044, )14 Business and Professions Code: The Contractor's License 'preves 'thereon, and who contracts for each projects with a ,. Lai , I. . .' •,,-. • -r - 10 As a homeowner lam improving ny home, and the follow- cc 'r', k, 1., The work, is being performed prior to sale. 2. 'I have lived in my 'home for twelve months aj .' - ' .. prior to completion of this work - W0 last three yeam -' '0 lamexemplundirsoc .,,fnr this reason . .' -. - •. —,-...-• --: . . '-,.. Jyn I hereby affirm that I have a certificate of consent , .- to • self.insure, .. or, 'a .,cerlificafe of, 'Workers' (Sec: 38(5), Labor Code), 4 ••,_J ,;x, •3i/i'!,! Z fl 0 COPY is filed with the city. . ' ' 0 Cerlified copy is hereby furnished.,'- - - - -- - 0 , ,CERTIFICATE OF EXEMPTION FROM ' .WORKERS', COMPeNSATION INSURANCE is for one hundred dollars ($109) or less( Ot certify that in the performance of the work for . _ 1. ' which this permit is issued,' I shall not emptoy any 3 person in any manner so as to become subject to. the Workers Compensation Laws of California. I , -' , e.. •.- NOTICE TO APPLICANT: If. atfer makin3 this Cciii . 'icafe of Exemption, you should become subject to . 'the %1orkers' Compensation provisions of the Labor ." provisions or this permit shall be deemed revoked. jr ' •' . 0.0 hereby affirm I that there is a construction r'1 - lending agency to, the performance of the work Ice LAI a) which this permit is issued, (Sec 3097, Civil Code) zl • ". • a wi ' Lender's Name ,_' Lender's Address APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLRATIONS. a' CARLSBAD- BUILDING DEPARTMENT - APPUCATION &.PERMir 1200 Elm, Carlsbad, California 92008-1989 (619) 438•5525 JOB ADDRESS AV. ST. DATE QF APP CATtON I BUSINESS LICENSE # ' VALU ION - PERMIT NUM A //g - '-• O NE 'S NA OWNER'S PHONE C TRACTOR _____ CONTRACTORS PHONES ZONE WE' OWNER'S AILING AESS ' CONTRACTOR'S A ESS LICENSE NO. PLAN tO. # . - - OG USE v i:i ,// -: .- -' : ' " . ______ OT BLOCK LOT H SUBDIVISION ASSESSOR PAR EL NO H -v. DESIGNER LICENSE # STANDARD PLAN # , BUILDING SO.FOOTAGE DESCRIPTION OF WORK DESIGNER'S ADDRESS DESIGNER'S PHONE -' ' dd , • I' F/P FLR'ELEV, NO OCCGP EDU . - , . * • .- - STORIES YD NO L__L ''''- ., v - v . -.,, .,, '.•. " ' -' -- '-' ''- ' CENSUS TRACT " GP' LAND USE PARKING SPACE RES UNITS a , ' GRADING PERMIT ISSUED - - REDEVELOPMENT ' ' '. TYPE 0CC LOAD FIRE SPA - " - ' AREA ' ' ' CONST- - oD ND 'k '' vDr'uD a' . , Tv " YO NO ' Not Valid Unless Machine Certified QTY PLUMBING PERMIT ISSUE .4 - QTY - MECHANICAL PERMIT 1 ISSUE 3 SUMMARY/ACCOUNT NUMBER - Law does not apply to an owner of property who builds or 1w- contractor(s) liceo'se pursuant to the Contractor's License EACH FIXTURE TRAP -- - - . ' - - -, - INSTALL FURN. DUCTS UP TO 100.000,BTU -' '. - BUILDING PERMIT - -- 01-00-00-8220" EACH BUILDING SEWER.- —_ ,'ua ,' OVER 100 000 BTU —' SIGN PERMIT ' 01-00-00-8221 _.' co ' .log nditions exist: •,,,_. •,. .__.- ________________________________________________________ ___________________ EACH WATER HEATER AND/OR VENT — BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01 00 008806 'J a,1 EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER/COMPRESSOR 315 HP TOTAL PLUMBING 01 00008222 " a ' 3.11'have not claimed this exemption during the, EACH GAS SYSTEM 5'OR MORE - -- .' '— - - -, o METAL FIREPLACE,- — v' ' '7-; ' ' ," .. - ' ELECTRICAL * - ' 01'00'00-8223 - - - ' " - - B & P.C. -'EACH INSTAL', ALTER, REPAIR WATER PIPE ' . ,, VENT FAN SINGLE DUCT. • . - i. ' -.'- . •• MECHANICAL 01-00-00-8224 - - • -* - e - ---r' EACH VACUUM BREAKER MECH EXHAUST -H000/OUCTS k MOBILEHOME 01-00-00-V25' * "WATER SOFTNER RELOCATION OF CA FURNACE/HEATER _____________ MOBILEHOME PARK INSP -'4 - - - EACH ROOF DRAIN (INSIDE) t e SOLAR 01-00-00-8226 Compensation lhsjrance, or a certified copy thereof TOTAL MECHANICAL - * t I " STRONG MOTION ' 80-92-j3-051 .9 - TOTAL PLUMBING " .FIRE SPRINKLERS 01700-00-8227 - -- - ' - ,- ' ' - ' * ' •' ,PUBLIC FACILITIES FEE . .32-00-00-8923 • - t:coMPANy. QTY ELECTRICALPERMIT- IS,SUE. --_...... QTY. ' ,,SOLAR-JSSUE r•. •- - -' .- - —1BRIOGEFEE• --•.• -"---- -. - -. --'.' - , ' - ___. - • , ' - - '- ---_ - ''- Z • . -, '7 'u ,, ST NEW CONST EA AMP/SWT/BKR i ' COLLECTORS "4' SCHOOL FEE "DISTRICT In i• — xv. 1 PH — —' " 3 PH ' . s STORAGE TANKS Carlsbad 8092 21 0519 11 EXIST BLOG EA AMPISWT/BKR — ROCK STORAGE 86'92 22 O5i9' $ , . ...(this section need not be compteted it the permit 1 PH a , 3 PH a PUMP a, 'Sif DeguIIo 'k" ç '80 9223 0519 -- ' REMODEL/ALTER PER CIRCUIT PLAN CHECK FEE SanMarCoS 1. ._VIa,' nv*80 92240519 , , TEMP POLE 200 AMPS * -OVER 200 AMPS - TEMP OCCUPANCY. 130 DAYS) • ' , - - I ' •' • - - . - - , .. - - -. , - fl Code. you must forthwith comply with, such TOTAL ELECTRICAL - Pp, C TOTAL SOLAR TOTAL FEES PAYABLE Expiration. Every permit issued by the Building Official under the provisions olthis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION'AND PERMIT" AND 00 HEREBYL abandor;id4ikWe CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void. It the building or work authorized by Such permit is not commenced within 180 days from the date of such -S'01- DEEP AND DEMOLITION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS or itthbuilding or work authorized by.-ch prmif is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON-aflrThee.yk is compeld for a period of 180 days. STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND Pt R9 OWNER 0 CONTRACT APPROBY -fl-v • TJ - \ • '- D EXPENSES KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS AND . WHICH MAY IN ANY GRANTING OF THIS PERMIT. WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THW - BY PHONE 0 V -/i f -• - '....'-.- - •. . - - - * * - -- 4. - - * .- -- -*-- .- - -•- . - 'S.-.--- _ \ Y— I Mzr Ar FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS - - IN IF APPROVAL CHECKED INSPECTORS DATE . :INSPECTOR' S NOTES REO. SOILS COMPLIANCE P7 h/fW' frt,P__.... •. PRIOR TO FOUNDATION INSP- 3-11 S47L_'7' : STRUCTURAL CONCRETE OVER 2000 PSI . . -. . - — .,. 1 .øq $ 1' PRESTRESSED ... . . ... . ., . . 7Zf4.-. .k J,'i7- ,f CONCRETE POST TENSIONED CONCRETE FIELD WELDING . . ,. - 'HIGH STRENGTH BOLTS . . . ... '—'pe------ V SPECIAL MASONRY . V . - ( G , i.' 1 4' ,•;5jS .''V V _._;_5•V" V.. •V .4 PILES'CAISSONS - . V .4 •• . V • - -V . 'V .. . - . .• •.• ' ,. -• -.•.' _________- - : ;'tV. ,•.. . .c...:•':' __ : . •._-__.*- _____. 4 -. V - V ' -- •--- -. .•-- - . .- is V.. - * 414 r 4 . _____- ____-________-__ -- c •- _- ':, -'-•--1 ...,, -?:.- • -.., - . .'•V-' ..Z" I . •. .• . . -... a--- F lMpr'-rInJ TYPF DATE INSPECTOR BUILDING FOUNDATION REINFORCED STEEL MASONRY _•-';..... t _. -GROUT 1JNIIEOK f_. . /I FLOOR&CEILING ___FRAME -' SHEATHING .-. • FRAME'V.._.-- ExTERIORLATH INSULATION INTERIORLATH&DRYWALL PLUMBING SEWER __AND BL/CO 4 PLUMBING UNDERGROUND PLUMBING TOP OUT'- V.- TUBANDHOWERPAN GAS TEST ' 'ELECTRICAL— TEMPORARY POWER,. .I i.... _ . ELECTRIC UNDERGROUND ROUGH ELECTRIC -" ELECTRICSERVICE. BONDING ,.s.:-. _•_:,,:._- --._--. _______________ G.F.1.—SMOKE-_DETECTOR -. - - MECHANICAL DUCT&P.LEM., _-REF.'PIPING,-_F.'- HEAT_ — AIRCONb. _ SOLAR SYSTEP1S- VENTILATINGSYSTEMS-- _:.:••• V• 4 CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE —HAVE: BEEN APPROVED.,. _..JOBSITE.FINAL PLUMBING ELECTRICAL ___.. •• f*4ç\ MECHANICAL- GAS ______________•___ ____ SPECIAL CONDITIONS,. CERTOF OCCUPANCY. _ISSUED- r- 4_• -- - 4 ' -- — ' 'S. - .4 5V'V 4 - —•1•.- _.._-_'S ____-..--—..-. V - _--_ :TT' :'; - - - - --. - - - -V — — - - -•-- --- --I;-. - k 'T 4 T, 4-x'IL -V V V - -. --LW V .. .., ..JC. . v. . •'')'t' "'M( .'*12' -. 'tAPPLICATION.FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. 1CITY OF CARLSBAD .SE 14 ENGINEEHING'DEPARTMENT (" 438.5541 ISSUED BY FOR APPLICANT TO FILL IN . 'I ADDRESS DATE ISSUED 19 , VALIDATI ON '. OWNER\ . H -/Lj'/r Al. I MAILING .. -A ' . fV 'jb"' / ' - ADDRESS __________ .-, I . ,,1 -;z f • . LATERAL CHARGE COMPUTATION CONTRACTOR cI- 2 STANDARD 4" (Max. H. 30 V. 10 .• I C OVER 3O'H. _____________FT. CONTRACTOR'S . OVER10'V. _____ FT. _____ ADDRESS . STANDARD 6" (Max. H. 30', V. 101 OVER 30' H.______ _______ FT. NEW BUILDING EXISTINGBUILDING OVER 10'V. _____©______ FT. LEGAL DESCRIPTION' TOTAL CONSTRUCTION COST I . SERVICE CHARGE(REPAVING ETC.) TOTAL LATERAL CHARGE 1 .., REMARKS: Lh7 A' 4 LINE COST _DATA I3 ASSESSMENT DIST. NO. FRONTAGE ________COST PEA FT.— TOTAL . OTHER: LATERAL LOCATION I CONNECTIONFEE I I NO. UNITS COST PER UNIT _______ TOTAL WI LATERAL NO. ST. INSTALLATION DATE_ PUMPSTATIONFEES NO. UNITS -_- COST PER UNIT_ TOTAL CHARGES (LATERAL ETC.) TOTAL >I(-. WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter 2I 1 t APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD - E 1916 ENGINEERING DEPARTMENT __________________ 4385541 FOR APPLICANT TO FILL IN ISSUED BY DR DATE ISSUED__________ BUILDING 9 OWNER /fr71 I I. MAILING ADDRESS LATERAL CHARGE COMPUTATION CONTRACTOR * CONTRACTOR ,IXjt21(M ',, ~_ QSTANDARD 4" (Max. H. 30', V. 10') OVER 3O'H. ______________FT.__________________ 'CONTRACTOR'S 45.' VlC OVER 10' V. ______© -FT. ADDRESS . STANDARD 6" (Max. H. 30', V. 10') OVER 30' H. FT.____________________ NEW BUILDING EXISTING BUILDING OVER 10'V. ______ - FT.____________________ LEGAL DESCRIPTION TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE REMARKS: VALIDATION tU747 C,, q LATERAL NO LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE _______COST PER FT.—TOTAL— OTHER CONNECTION FEE 5111 . /ôlv S421 NO. UNITS COST PER UNIT TOTAL PUMP STATION FEES NO. UNITS ______'COST PER UNIT—TOTAL— TOTAL CHARGES (LATERAL ETC.) / LATERAL LOCATION I—C,, ( ST. INSTALLATION DATE— WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter '' '.."''" 1') APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. 'CITY OF CARLSBAD 9 17 ENGINEERING DEPARTMENT SE 'i" 438.5541 FOR APPLICANT TO FILL IN ISSUED BY DATEISSUED BUILDING ADDRESS r VALIDATION OWNER MAILINGS IA f V/4j ci '( LATERAL CHARGE COMPUTATION CONTRACTOR efrL STANDARD 4" (Max. H. 30','V. 101 OVER 30' H.-@L-FT. CONTRACTOR'S OVER 10' V.-@-FT. ADDRESS - STANDARD 6" (Max. H. 30', V. 10') OVER 30' H.-@_ FT. NEW BUILDING EXISTING BUILDING OVER 10'V.-@- FT.____________________ LEGAL DESCRIPTION • • TOTAL CONSTRUCTION COST - SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE REMARKS: LATERAL LOCATION iCn I ST.I LATERAL NO. ' INSTALLATION DATE WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter LINE COST, DATA ASSESSMENT DIST. NO. FRONTAGE-COST PER FT. ' TOTAL_______ OTHER ______ ______ CONNECTION FEE 16 '___ ___ lovv 1'fC NO. UNITS - COST PER UNIT _______ TOTAL PUMP STATION FEES NO. UNITS -COST COST PER UNIT TOTAL TOTAL CHARGES (LATERAL ETC.) 2 'k) .• , 'APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. - CITY OF CARLSBAD SE 1918 - ENGINEERING DEPARTMENT - - - ISSUED BY 438-5541 - FOR APPLICANT TO FILL IN A t '' . DATE ISSUED - • BUILDING / (7j 1'4-r_' 141 DR 1Yk1/iii-c VALIDATION -. OWNER MAILING- 'i ADDRESS LATERAL CHARGE COMPUTATION CONTRACTOR 1/ STANDARD 4 (Max H 30 V 10) OVER 30' H. _____ _______FT. - - . • - - CONTRACTOR'S OVER 10' V. FT. ADDRESS STANDARD 6" (Max. H. 30', V. 10') OVER 30' H. ______ _______ FT. TOTAL CONSTRUCTION COST erns,,rr rLJAnflC iOCDAIIP.Ifl tr - - NEW BUILDING - OVER 10' V. -@-FT. EXISTING BUILDING LEGAL DESCRIPTION . • TOTAL LATERAL CHARGE I REMARKS LINE COST DATA ASSESSMENT DIST. NO. - FRONTAGE • - COST PER FT. - OTHER TOTAL '-'-I LATERAL LOCATION - 1 . .- I - CONNECTION FEE 6v NO. UNITS COST PER UNIT-TOTAL- ST.I LATERAL NO. • INSTALLATION DATE, PUMP STATION FEES NO. UNITS -COST PER UNIT_ TOTAL CHARGES (LATERAL ETC.) _TOTAL ev II . .•.• -:• WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter 7e . c 3 ) / APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD JJV SE 1919 ENGINEERING DEPARTMENT * .. 4385541 - : .. FOR APPLICANTiTO FILL IN . ISSUED BY DATE ISSUED BUILDING ADDRESS "i'7, '7'/,)•il?'J( / 'K-5 ..çd. VALIDATION : il/I L /4 J J . . I -•, 4 OWNER I, MAILING - ... ADDRESS - CONTRACTOR CONTRACTOR'S ADDRESS EWBUILDING LEG-AL'DESCRI)'TION REMARKS: LJ .' C', jVJHi ./ LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30 V. 10)____________________ - OVER3O'H. _____ _______FT. OVER 10 V. ______ 'FT. STANDARD 6" (Max. H. 30, V.101 - OVER 30 H. ______ ________ FT. EXISTING BUILDING OVER 10' V. ______ _______ FT. TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) - TOTAL LATERAL CHARGE -. LINECOSTDATA ASSESSMENT DIST. NO. FRONTAGE _______COST PER FT............ TOTAL flTI-1 P CONNECTION FEE fO.Q tO?c NO. UNITS COST PER UNIT -TOTAL — PUMP STATION FEES - LATERAL LOCATION I H / NO. UNITS -COST COST PER UNIT TOTAL ST.! TOTAL CHARGES (LATERAL ETC.) /t2c1 LATERAL NO. INSTALLATION DATE— WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter - •.. . . APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD . MO SE t( ENGINEERING DEPARTMENT 438.5541 ' r . ISSUED BY FOR APPLICANT TO FILL IN DATE O (1 ISSUED________ VALIDATION OWNER ZN MAILINu hI LCtJA JtçaCL 1p CONTRACTOR 7( tI r I - - CONTRACTOR'S ADDRESS [ NEW BUILDING EXISTING BUILDING -SLEGAL DESCRIPTION REMARKS: I.$L,.LZ- . r LATERAL LOCATION (I, I— C,, ST. LATERAL NO. -INSTALLATION DATE LATERAL CFI4.GE COM'UJTATION , J_I_ •.- •dJ* STANDARD 4" (Max. H. 30', V. 101 OVER 30'H. _______FT.__________________ OVER 10'V.-@______ FT. . STANDARD 6" (Max. H. 30', V. 10') OVER 30' H. ______ ________ FT. OVER 10'V.'-- _______ FT. TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE LINE COST. DATA ASSESSMENT DIST. NO. FRONTAGE -COST PER FT. _______TOT OTHER • I CONNECTION FEE NO. UNIT COST PER UNIT TOTAL PUMP STATION FEES NO. UNITS-COST PER UNIT—TOTAL— TOTAL CHARGES (LATERAL ETC., . - WHITE: Engineering GREEN: Finance YELLOW: Sanitation .PINK: Building GOLDENROD: Permitter • •. - . ........ -.... • •. .: .5 . . •. ..................... - . , . - • .. - Wyman Testing : 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 rrrri Laboratories 0 (714) 744-0146 -9 COVERING WORK PERFORMED DREINFORCEO CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS S b49-5U 1969-79-89Ra1onar Oaks Way- Oaks Court NO. FOR WEEK - '9 83 OWNER OR PROJECT NAME ILE NO.Palomar ENDINA PLA- Oaks ____________ BLDG. PERMIT NO. CONSTR. MAT'L (TYPE.GRADE.ETC.) ARCHITECT MLA DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Henry Worley& Assoc. DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR.) Structurpl.steel ASTMA36 GENERAL CONTRACTOR IVlQ CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS,-ETC., Includes information about amounts of material placed or work performed; number, type, and identity numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. Field Welding and Erecting InsDection Inspected Joint preperation, fit-up and welding of ..... field welds. . . - Certified welders were observed for Droper welding : procedures and techniques. Completed welds were inspected for size, length. location and quality.. Unless noted were found to be in accordance - with applicable details, sections and buildIng -specifications. 3-30 .Inspected welding of beàinaeat Building A west elevation. Finished weld.- inspection of beam seats Building A. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF.THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF-SAN DIEGO BUILDING LAWS. O _- SIGNATURE OF EGISTE 0 INSPECTOR - 1 April 8 C#I') /?--7,_, DATE OF REPOR REGISTER NUMBER - O-G Soiilh Sun)cist Sc. Anaheim. Ca. 92806 (213) 852•47W (74)634-2092 --~ia rl- 1 ACTDN / /1/ . \ \\ ENEERN G •.. I . . . ECHNCAL CONSULTA . . . March 21, 1983 -W 0. 321116 Birtcher Pacific 27611 La Paz Road ...Laguna Niguel, California .92677 ... . .. ....' .. . . Subject Footing Inspection Interior & Exterior Footings Buildings A through F "Palomar Oaks", Palomar Airport Road in Carlsbad, California Gentlemen At your request, on December 20, 21, 1982,. January 10, February 18, :22, and March. 11, 1983, we inspected the footing excavations at the .subj.ect site.for.the proposed development. The inspection revealed that excavations were founded into firm, competent ground and no : ..apparent voids were noted in the trenches walls or bottom. Footing S. dimensions conform to design specifications We appreciate this opportunity to be of service to you Respectfully submitted ACTION ENGINEERING CONSULTANTS NORMAN B. THORNHILL S S .... BRUCE A. PACKARD RCE 13801 PRESIDENT . . .. .. .. S . VICE PRESIDENT - ENGINEERING LN:sb Cc: Mr. Mex P.. Camero (2) _IAr cnth ciinkicr crAnahpm I 9?FU (2I1) Rc2.4710 (714 634-MW LM:sb cc: Mr.-Me Mr.-Mer P.. Camero (2) Qtitp of Carttiáb , REQUEST FOR INSPECTION RECORD TIME: INSPECTOR PERMIT NO. : DATE: "• //83 OWNER ADDRESS 'y yy J14 REQUESTED BY PHONENO. PERSON TAKING REPORT BUILDING Cl FOUNDATION REINFORCING STEEL O MASONRY GROUT - GUNITE O FLOOR AND CEILING SUB FRAME SHEATHING 0 ROOF 0 SHEAR DFRAME O EXTERIOR LATH. INSULATION O INTERIOR LATH OR DRYWALL 0 FINAL ELECTRICAL O TEMPORARY SERVICE O UFFER GROUND , 0 ELECTRIC UNDERGROUND o ROUGH ELECTRIC O POOL BONDING o ELECTRIC SERVICE O FINAL PLUMBING- 0 UNDERGROUND PLUMBING 0 SEWER AND PUCO O TOP OUT PLUMBING TUB OR SHOWER PAN' 0 GAS TEST WATER,HEATER O SOLAR WATER DFINAL. MISCELLANEOUS CONDITIONED AIR SYSTEMS 0 SOLAR HEAT O PATIO OPOOL OSPA O SIGN' O GRADING O DRIVEWAY FINAL SPECIAL INSTRUCTIONS 7 . " '/1-/4? ' . -.___ Ready For Inspection: 0 Monday Tuesday 0 Wednesday 0 Thursday ' 0 Friday 0 AM. 0 P.M. '- ' -U. ... I.. I.. U..... Wyman -l.a.. Testing 0UU a..... Laboratorie'l 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF 92025 (714) 744-0146 COVER INGWORKPERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 1989 Palomar Oaks Way NO. 1 of 2 IFOR WEEK lENDING 4-8 1983 OWNER OR PROJECT NAME Palomar Oaks BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MAT'L (TVPE.GRADE.ETC.) Structural St ARCHITECT MLA DESIGN STRENGTH ISOURCE OR MFGR. I Cundiff ENGINEER Henery Worley & Assoc DESCRIBE' MAT'L. (MIX DESIGN. RE-BAR GRADE& MFGR.) Steel ASTIVI A36 . GENERAL CONTRACTOR MQ E1ectrode 7018 CONTR. DOING REPORTED WORK Cundiff . . Certified Welders on file LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES I DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC., Includesinformation about amounts of material placed or work performed; number, type, and identity numbers of test samples taken; structural connections (welds rnde, h.t. bolts-torqued) checked; etc. Field InsDection •of Structural St-6-6, 1.;-- 1 . .F .. . Inspected joint Dreperatioñ'1 fit-ünd welding of Full - Penetrat ion, Welds, -.•• . . . T - - Certified wei.dersWere observed forproper welding -. techniques and procedure - - Full- Penetration.Weids were inspecté'd for siTlength, location and gualityand unless otherwise noted were found tobe in accrnrdane with applicable details. sections and - buildin.:specifications. 0 - - - - - torgue'orthe High Tensibn bolts on _-----'-Irtspec-ted Building-(A) West Elevatioh. —Beam: 27B to Column 26A & 2 7 A - Beam.:27C to Column 267A & 27A - _____ Beam: 27B to Column 27A & 27D Beam: 27C to Column 27A & 27D - 4 Beam: 27B to Column& 26B -,27D Beam: 27C t-o-?.colu1m27D & 26B -- -ar - Inspected Full Penetration Welds'-at theabôve1167ment - Connections. . - ••• . -L - - -. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALLOF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE-APPROVED PLANS:SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. SIGN TURE OF GISTERED 114SPECTOR April DATE OF REPORT REGISTER NUMBER Wyman Testing - Laboratories 20165 QUESTHAVEN 40AD ESCONDIDO, CALIF. 92025 (714) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRESTRESSED CONCRETE. DREINFORCED GYPSUM . DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS . . 1989 Palomar Oaks Way FOR WEEK NO. of 2 ENDING 4-8 1983 OWNER OR PROJECT NAME Palomar Oaks . . BLDG. PERMIT NO. . PLAN FILE NO. CONSTR. MATL (TVPE,G.RADE,ETC.) Structural Stel . ARCHITECT . VILA DESIGN STRENGTH . SOURCE OR MFGR. Cundi.ff . ENGINEER itenery Worley & Assoc DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR.) Steel A-'T'M A36 . GENERAL CONTRACTOR MQ Electrode: 7018 CONTR. DOING REPORTED WORK 1 Curidiff . Certified LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES _Welders _on_file DATE*j LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC., Includes information about amounts of material placed or work performed; number, type, and identity numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. .Pield InsrDection'of Structural Steel lnsrected joint Dreperation, fit-up and welding of Full Penetration Welds. - Certified welders were observed for proper welding techniques and orocedures. . . Full Penetration Welds were inspected for size, length, location and. quality arid unless otherwise noted were found . .. -. toh in cnrdance with applicable details. sections and specifications. 4_4 Insoected torque of the H&h Tension bolts on Building (A) West Elevation. . Bem:27B to Column 26A &27A Beam: 27C to Column 26A & 27A -_. Beam: 27B to Column 27A & 27D . . Beam 27C to. Column 27A & 27D Beam: 27B to Column 27D & 26B Bearnl 27C to Column 27D & 26B Inaoected Full Penetration Welds at the above Moment - Connections. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGN TUREOF WISTERFDtISPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& rjl 83 C.fJ/ U APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. DATE OF REPORT REGISTER NUMBER — I.. Wyman U.. Testing ... ...... U•U••U Laboratories 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (714)744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF D,REINFORCED MASONRY DPILE DRIVING DOTHER iou ADDRESS 6319-5O 1969-79-89 Palomar Oaks Way- Oaks Court NO. FOR WEE( ENDING 11._1 19 83 OWNER OR PROJECT NAME Palomar Oaks " BLDG. PERMIT NO. [PLAN FILE NO. I CONSTR. MATL (TYPE;GRAOE.ETC.) ARCHITECT NLA DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Henry _Worley _&_.Assoc. DESCRIBE MATL. IMIX DESIGN, RE-BAR GRADE & MFGR.) Strücjirpl steel ASTM A36 GENERAL CONTRACTOR MQ CONTR. DOING REPORTED WORM LAB RECEIVING & TESTING CONSTR. MATL SAMPLES INP • LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC., Includes information about amounts of material placed or work performed; number, type, and identity numbers of test samples taker; structural connections (welds made, h.t. bolts torqued) checked; etc. Field Welding and Erecting InsDection Inspected Joint Dreperation, fit-up and welding of • field welds. Certified welders were observed for proper welding procedures and techniques. COmpleted welds were inspected for Qlze, length. location arid quality. Unless noted were found to be th'accordance with applicable detaila, sections and building specifications.- 2-30 Inspected welding of béämaeat Building A west elevation. LI_i Finished weldinspection of beam, seats Building A. 9\ CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF.SAN DIEGO BUILDING LAWS. SIGNATURE OF' EGISTE 0 INSPECTOR 1 April 8 C/-1J /Z1.,. DATE OF REPO R REGISTER NUMBER Wyman Testing Laboratories 20165 QUESTHAVEN'ROAD ESCONDI'DO, CALIF. 92025 (714) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS . 1989 Palomar Oaks Way 1 of 2 FOR WEEK ENDING .1983 OWNER OR PROJECT NAME Palomar Oaks BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MATL (TVPE,GRADE.ETC.) Structural Steel . ARCHITECT MLA DESIGN STRENGTH SOURCE OR MFGR. Cundiff . ENGINEER Henery Wdrley & Assoc DESCRIBE' MAT'L. IMIX DESIGN, RE-BAR GRADE & MFGR.) Steel AcTM A36 . GENERAL CONTRACTOR MQ Electrode: 7018 CONTR. DOING REPORTED WORK Cundiff Certified Welders on file LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC., Includes information about amounts of material placed or work performed; number, type, and identity numbers, of test samples taken; structural connections (welds made, h.t. bolts' torqued) checked; etc. Field Inspection of Structural Steel Inspected joint oreperation1 fit-u'and welding of Full Penetration Welds. Certified welders-were observed for proper welding techniQues and procedures. Full Penetration Welds were inspected for size: length, location and quality and unless otherwise noted were found to be in rdanr'e with applicable details. sections and specifications. -- inspected torque of the High Tension bolts on Buildin (A) West Elevation. Beam: 27B to Column 26A &27A Beam: 27C to Column 26A & 27A Beam: 27B to Column 27A & 27D ' Beam: 27C to Column 27A & 27D . Beam: 27B to Column 27D & 26B AV Beam: 27C to Column 27D & 26B ............. Insected Kull Penetration Welds at the above foment Connections, CERTIFICATION OF-COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS.& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. SIGN TUNE OF 0ISTEREOgISPECTOR A ril 8 _____ DATE OF REPORT REGISTER NUMBER Wyman .'. 20165 QUESTHAVEN ROAD jc- Testing EscoNDIDo; CALIF. 92025 W\J [ 1 . •, (714)744-0146 Laboratories COVERING WORK PERFORMED DAEINFORCEO CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR-OF 0 REINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS . b31-9-5U 1969-79-89 Palimar Oaks Way- Oaks Court NO. FOR WEEK - ENDING 4-4 ' .83 OWNER OR PROJECT NAME Palomar Oaks BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MATL (TYPE,GRAOE,ETC.) ARCHITECT MLA- DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Henry Worley &.Assoc. DESCRIBE MATL. (MIX DESIGN, RE-BAR.GRADE & MFGR.) Structural steel ASTM A36 GENERAL CONTRACTOR !VTQ CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES IIIATE J- j LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC., Includes information about amounts of material placed or work performed; number, type, and identity numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. Field Welding and Erecting Inspection -' Inspected Joint preperation fit-up and welding of • field welds. Certified welders were observed for proper welding •: Drocedures and techniques. Completed welds were inspected for size, length, location and quality. Unless .noted were found tobe in accordance with applicable details, sections and building specifications. 3-30 Inspected welding of beaxn..aeat Building A west elevation-.. . Finished weld inspection of beam seats Building A. ao / • . . -,. . 0 • .• . CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. SIGNATURE OF EGISTE OINSPECTCR 1 April 8 • DATE OF REPOR REGISTER NUMBER P' U.. - Wyman aU•.. -- Testing U.... Laboratories 20165 QUESTHA'JEN ROAD. ESCONDDO, CALIF. 92025 (714) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE [JREINFORCEOGYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 6J49-50 1969-79-89 Palomar Oaks Way- Oaks Court TFOR No. WEEK - JENOING 4--1 83 OWNER OR PROJECT NAME Palomar Oaks BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MATL (TVPE,GRADE.ETC.) ARCHITECT - MLA DESIGN STRENGTH SOURCE OR MFGR. ENGINEER - Henry Worley & Assoc. DESCRIBE MATL. (MIX DESIGN, RE-BAR GRADE & MFGR) Structural steel ASPM A36 GENERAL CONTRACTOR MQ CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES ISPN. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB P R O B L E M S . P R O G R E S S , REMARKS, ETC., Includes information about amounts of material placed or work p e r f o r m e d ; n u m b e r , t y p e , a n d identity numbers of test samples taken; structural connections (welds made, h.t. b o l t s t o r q u e d ) c h e c k e d ; e t c . Field Welding and Erecting Inspection Inspected Joint preoeration, fit-up and welding of • field welds. Certified welders were observed for proper we - procedures and techniques. Completed welds were inspected for si.ze, length. location -.and-quality. Unless noted were found to be in accordance with applicable details, sections and building soecifications. -30 Inspected- welding of beaseat Building A west elevation. • Finished weld inspection of beam seats Building A. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATURE OF ?EGISTE - 0 INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & -1 April 8 C#"I'.) APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. DATE OF REPOR REGISTER NUMBER -- -- ----- ------- BULLETIN NO.__________________ PROJECT- PAIOMAR OAKS TECHNOLOGY PARK ____________ . DATE November 18 19 82 CATION _CARLSBAD, CALIFORNIA •'. = PROJECT NO. 8112 TO Birtcher Pacific Construction Company ADDRESS 27611 La Paz Road, Laguna Niguel, California 92677 DESCRIPTION: (Rèfer'to Drawings 1 thru 8,Sitè Development Plan revised-.10-11-82) 1. Provide water. servicesdetector checks as in1icated on the drawings to eachbuilding. r REQUESTED BY: CIVIL ENGINEER ACTION TO BE TAKEN (AS. CHECKED BELOW) . D SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED. TO PROCEED WITH THIS WORK. . . :. [XI YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANCE IN CONTRACT COST OR CONSTRUCTION TIME., ISSUED FOR INFORMATION ONLY. 4.0 ' REFERENCE = . . -. ... 0 THIS BULLETIN IS COMPLETE. 0 SEE REVISION SHEET NO(S) DATED_" WHICH IS PART OF THIS BULLETIN AND A REVISION TO ARCHITECT'S DRAWING.. DRAWING SHEET NO(S) EJ SEE SHEET NO(S) ._1_thrii_8_= FOR REVISIONS DATED 10-11-82 4:0 SEE DRAWING NO(S) DATED . WHICH IS A PART OF THIS BULLETIN AND IS AN ADDITIONAL NEW SHEET TO THE PLANS. 5:0 - 17848 Sky Park Blvd. I rvine. CA 92714 7145566610 BULLETIN NO. PROJECT PALOMAR OAKS TECHNOLOGY PARK DATE 12/6/82 9 LOCATION CARLSBAD,CAL IFORN IA __________ -. PROJECT NO. 8112 TO Birtchér Pacific Construction Company ADDRESS 27611 La PazRoad, Laguna Niquel, California 92677 .................................................. REFER_TO STRUCTURAL _-DRAWINGS _AND TILT-UP-DRAWINGS . . . 1. See attached sheets B-8, 8-8.1 and 8-8.2 for clarification 'to Structural plans. . . . . . . . . . REQUESTED BY: STRUCTURAL ENGINEER -- ACTION TO BE TAKEN (AS CHECKED BELOW) . •. ,. . .- - fl SUBMIT ESTIMATE ONLY. (REFER-TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEEE WITH THIS WORK. YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANGE IN CONTRACT COST OR CONSTRUCTION TIME. 3.- fl ISSUED FOR INFORMATION ONLY. REFERENCE - - -, -. •- : .--•. - - -. . . - - - - - - I. fl THIS BULLETIN IS COMPLETE. - . •., - - . - . - . - 2. )J SEE REVISION SHEET No(s) DATED - WHICH IS PART OF THIS BULLETIN AND 'A REVISION TC - ARCHITECT'S DRAWING. DRAWING SHEET NO(S) -•_-_-_. - - - - . - 0 SEE SHEET NO(S) ._-_._._-_-_-_FOR- REVISIONS DATED Fj SEE DRAWING NO(S)B8 .B-8._1&DATED 11_/8/82_-_WHICH IS A-PART OF THIS BULLETIN AND IS AN ADDITIONAl - NEW SHEET TO THE PLANS. 13-8.2 j1/16/92`._ . 5.0 ______ Irvine, CA 92714 17848 1vd By. GATJIr-IIN O INk -- ST&BJOBNO 7 AR N3JATUII IS NOT VALID PROJEC1 ______________________________ _____ Y:- DATE:_iihJ z DAT A4L `9 1,44cf., SHEET CLIENT ____ 7i/c4y7o/J 7 z'ocr/'Zk 10t4J : iotnrio'J) r1L43J..rl Lu CID Lu Lu Lu , ® J\ p-ctcoL..s 4:. / L •IALL 714 (e, L. / ; g '0 : Ii.. --,--. * •0 - 0 I I- - 4 plLaAsr \ f PA7Zr7 &L...D 0 '0 - - -- 0 - - - •.*..-:;--- -- L-. c- • 9 0 -. Ak? 7 774S,. 4zi ,&Jo -- 0 - " - ' 1 /82 cALcukAlIONS TO SE vuo twcf BIAS AND bLOUM trrmeers - INCORPORATED A COPY SIGI&ATpr IN PLO INK. '•- 5 8T&B JOB NO.____________________ ?PEPNODVCtDJIdATUN( IS *01 VALID. PRWEC1 /4471 64 BY: PZAI DATE:_________ -DATE: CLIENT:_ML.4 /A1/ITiS - SHE ETNO.8./of_3 JL LL2\)A\.X. I Al'JLAA 1L'L.o.truciurai Lngneers . CA1C%JLATAtoE 61 B JpI.IAS ...., -.. ., . . A CON KMY IN RED INK. .. . S&T JOB NO. PROJEd 1 4I4#-.i'4tt 4t5 BY ..P4AJ DATE cL ,c'cr,o o .cg4L as R4F: -A : •. _ CD * A10 'L. i'Jo f £TA IL CD Lu LU Ix it 4 ..• .• • • - •• . • •• • • • 0 • 00 • 0 . - - •0 - 0 • 0 o z 0 • 0 oo 0 0• • - • 0 - • . •• . 0 - - . I_I • OX 0 • - - . - 0 - • - 0 0 . 0 0 - - 0 - - • - X5 0 - 0 • • 0 - - - 0 • 9P8 7 1 BULLETIN NO. PROJECT__PALOMAR OAKS .TECHNOLOY PARK DATE 12/6/82 19 LOCATION CARLSBAD, CALIFORNIA PROJECT NO. 8112 TO Birtcher- Pacific Construction Company ADDRESS 2761.1 La Paz Road, Laguna Niguel ', California 92677 DESCRIPTION: REFER TO DRAWING S-5 AND S-25- At detail 20/S-25, de. lete the 2 x12 uidpoint struts and (plate) 3/16"x 6" and replace. with (' angle) 34: x 34: x Per attached drawing •B-9 at.Bui ldirg A. .- : REQUESTED BY: Structural Engineer . ACTION TO BE TAKEN (AS CHECKED BELOW), 0 SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEED WITH This WORK. - .. , '. . YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANGE IN CONTRACT COST OR CONSTRUCTION TIME. 3• 0 ISSUED FOR INFORMATION ONLY. . :. . REFERENCE 0 1. THIS BULLETIN, IS COMPLETE. . 2. SEE REVISION SHEET NO(S) DATED— WHICH IS PART OF THIS BULLETIN AND A REVISION TO ARCHITECT'S DRAWING. DRAWING SHEET NO(S)_. .• 0 SEE SHEET NO(S) FOR REVISIONS DATED J SEE DRAWING NO(S) _B -'9 —DATED 11/30/82, WHICH IS A PART OF THIS BULLETIN AND IS AN ADDITIONAL NEW—SHEET TO THE PLANS. . . 17848 Sky Park Blvd. - • . - . . - - IN I. StructuraU.ngineers. - CAL CITtO III $ TØ BE (At 1NS(SEA . IAI IN 510 f . . . S&T JOB NO._oj-/87 ATE. 1'4TUNE$SN0TVALID PROJ ECb. ,44rt aS - BY: /'LkI DATE A 0.O1 CLIENT:_ - SHEET NOs7_OF / ,4L7D&JOu'-f _Tb 1PL4AJS T(Fe M'orAJ cco A4 ( / frt? To h(Sr r co JJ £ 7 © 1 •. -. •. A9i' 'C Wo f i;i-4, 47 LU uj cc -• •1. .•.• •' • • UI • •• \' H 10 * PA teyM rn c/'ts 4 '4 ZO S .5 66 . 5- • •....... I- Z . • - - o o z : • . - . •5 - -. /VO7 eci'-.47 '0,7 f"/xi. - T/J2./ •/iAJ 4-7 /S4h • S • '5 Ix - 5- • - 1-1-0 - - - t4$oJ $i4,Jcq :. - 'f I'Z M,Ofr °F &J 16' - 9/78 e •-'.'' . aIIcE - "CALCULATIONS TO It VALID ,(BEAR STEI 'UGGE; THOMAS AND BLOOM' ( - tructural Engineers A COMPANY sIcNATJIr IN RID . IN(X)RPORATED ST&B JOB NO. &J /9 AREPRODUCIDJtATUREISNOT VALID. PROJECT: . ___DATE DATE:_________ CLIENT: . - 'SHEETN04IP/OF A puvw woo Wet lip / Z. _________________ T1 IJ AT 10 ' • IO'€dI6 ui uj __ ED or . ., - •'; -.1 - CO OT 3UI T7 • : . . ,. . E4G,*4. '-....., - ' - z , . • - - /L (p, J : • '•1 ... • .- ' ç se__A'tCiJ IL -' 424.1G% 3/ U 14 I - 9/82 i-~ >. Ow w > w -I -Cl i CAICULA1IO*$ A COMPAW4I STF BRLJCGE & THOMAS INC. S turaI Engineers 9 IEA . IN ED INK. . S&T JOB NO. -el IS MOT VALID. PROJECT: PALDrAAfZ. BY: OAKS Oiz.J DATE:________ .8.1982,.cL!ENT _.......... _ ts1L.........,....... SHEET NO, $OF_I /DF.tDOIt__To ____?LLS E\JSE4DT 17rdL (&ie LoE&Q To Mic4 AD)otiP'l( i) tp /1 1 e bt & I _ - FOL P&L 0T * I I J . I / 9/78 ' S , BULLETIN No. 16 PROJECT 'PALOMAR OAKS TECHNOLOGY PARK DATE Jan 14; 1983 '19 LOCATION CARLSBAD,'CALIFORNIA______' PROJECT NO. 8112 TO Birtcher Pacific Construction Company ADDRESS 27611 La Paz'Road, Laguna Niquel',,California 92677 'DESCRIPTION: REFER _TO DRAWINGS S11,S12,.,S _21,S 22,S23 and _S30: .1. At Building D, relocate the 3 1/2" diameter pipe column a-I-grid line D16 to pilaster immedia-t-ely'to the north west per attached detail. a.' ' provide a 6.x 6 wood, post at grid line D/6 per attached detail. REQUESTED BY: Structural Engineer ACTION TO BE TAKEN (AS CHECKED BELOW) , .1. 0 SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEED WITH THIS WORK. , 2. ] YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANGE IN CONTRACT COST OR CONSTRUCTION TIME. 3 0 ISSUED FOR INFORMATION ONLY. S 4-D. ' ' ' '' REFERENCE 1.' J THIS BULLETIN IS COMPLETE. 2. SEE REVISION SHEET NO(S) "_DATED_'_WHICH IS PART OF THIS BULLETIN AND A REVISION TO ARCHITECT'S DRAWING. DRAWING SHEET NO(S) 0 SEE SHEET NO(S) ' , ' FOR REVISIONSDATED__________________ SEE' DRAWING NO(S)_B- 16' _—DATED _1 /1 0/83 WHICH IS APART OF THIS BULLETIN AND IS AN ADDITIONAL NEW SHEET TO THE PLANS. I 17848 Sky Park Blvd. ' ' • S , • S , S Irvine, CA 9271 4 714-556-6610 IC /k1'Y ST 1. BRUGGE & THOMAS INC. S' :tural Engineers If vAi II(IIAII - V r IN RED INK. S&T JOB NO.____________ MATURE I$ NOT VALID. PROJECT:_ 8Y:P1 DATE:_________ 1 1982 • CLIENT: 4144 . . SHEET NO OF / . LU . . \'\ gr 11, •\\• .:, 1: .... ..'.\\• /'. .,Jj\Ii 4 0 W.•,• 0• . :. •'• . . cc • 0 0 . : WQ7 \jT • /Zfit 72' 7€/aVi4' Ot)iJIn& 4, ' Atof5 9/78 BULLETIN NO. 17 PROJECT PALOMAR OAKS TECHNOLOGY PARK '. DATE Jan _1_4, 19.83 LOCATION_CARLSBAD,CALIFORNIA PROTECT NO 8112 To Birtcher Pacific Construction Company ADDRESS 27611 La Paz Road, Laguna Niguel, California 92677 DESCRIPTION: REFER TO DRAWINGS S 14and S25: , 1. At Building E,, detail 13/S 25 provide 3x studs and nailers per attached detail 'in, lieu of 2x material.' REQUESTED BY: 5tructura1 Engineer, ACTION TO BETAKEN (AS CHECKED BELOW) : 1., D SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEE WITH THIS WORK.' , •' '.'. YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANGE IN CONTRACT COST OR CONSTRUCTION TIME. 3• 0 ISSUED FOR INFORMATION ONLY. ' ' •' ' ' ' , 4 0 ' ' ' ' '• ' REFERENCE [] THIS BULLETIN IS COMPLETE. fl SEE REVISION SHEET NO(S) ' DATED ' WHICH IS PART OF THIS BULLETIN AND 'A REVISION TC ARCHITECT'S DRAWING. DRAWING SHEET NO(S) SEE SHEET NO(S)_• FOR REVISIONS DATED • : • 4.'M SEE DRAWING NO(S) P_17'" _DATED"i /10/83_'_WHICH IS A PART OF THIS BULLETIN AND IS AN ADDITIONAL NEW SHEET TO THE PLANS. . • ' ' , • , S. El 17848 Sky Park Blvd.' I ' • Irvine, CA 92714 • ' , ' . , , ' 714-556-6610 ' • • '': " ' -' - .4 e "Z A rAULATN/)L'BE BEAR' STE RUGGE, THOMAS AD BLOOM ( Structural Engineers * JL-LJ4 - t3r IN RED INk. INCORPORATED . -7. 1COMP1r ,yy ST&BJO8 NO. (\AE IPROQUD MATURE I$ NOT VALID. PROJECT:— 6vP/t/_DATEi/b0/ DATE:_ CLIENT:_________________________________________ SHEET NO.! 7 OF ADD £DU Z. 41. r 4c4 rLLQs (W WeLo - ii rs CD '. LU ui ow ui cc f04. 4rn,. /Joi zo .. -. - W A 9/82 7 Al ? - Mot' 0 BULLETIN NO. 18 PROJECT PALOMAR OAKS TECHNOLOGY. PARK DATE_Jan 14 1983 LOCATION_CARLSBAD, CALIFORNIA -, PROJECT NO. 8112 0 To Birtcher Pacific Construction Company ADDRESS 27611 La Paz Road, Laguna,Niguei, California 92677- DESCRIPTION: REFER-TO DRAWING-S'31':' 1. Add: reference 'for welding at stringer at landing to stair - transition per attached-detail. - - - REQUESTED BY:: Structural Engineer -- ACTION TO BE TAKEN (AS CHECKED BELOW) 0 SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT. AUTHORIZED TO PROCEED- WITh THIS WORK. - •. - 0 - 0 -. (] YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANGE IN CONTRACT COST OR CONSTRUCTION TIME. 0 3• 0 ISSUED FOR INFORMATION ONLY. 4. - - - - - - - •0 0 - -. 0 REFERENCE - - 0 - 0, • -• - - - 0 1. o THIS BULLETIN IS COMPLETE. 2. SEE REVISION SHEET NO(S) DATED - - 0 0 - WHICH IS PART OF THIS BULLETIN AND .A REVISION TO 0 ARCHITECT'S DRAWING. DRAWING SHEET NO(S)_- - - 0 0 - - 0, •0 - 3. fJ SEE SHEET NO(S)_0 0 FOR REVISIONS DATED 4.'[D SEE DRAWING NP(S)_B 18 DATED -1111 /3 WHICH IS A PART OF THIS BULLETIN AND IS AN ADDITIONAL 0 NEW SHEET TO THE PLANS. -- - • • 0 • 0 0 - 0 0 s.D 0 - • - 0 - - 17548 Sky Park Blvd. Irvine, CA 92714 • 0 0 • 0 714-556-6610 By. VALI$(SCAN STE 3RiJGGE & THOMAS INC. s( :tural Engineers I CAtcUTIO$( . . 7 y r IN RED INK. S&T JOB NO It PROJECT:_________ BY: ) DATE:__________ L..aTE: T)INE It NOT VAUD. ri . CLIENT: . .... SHEET NO._. 0F_____ S. O 1 0 co Lu cr J LU 0 ZO S S. . S S S : •. ... ....S : .5. . 55 5 S S S S S ox S S 5 S - : ,:.., . ...........................S .- .S = - ...................S S S .. - .,• .............................- : 1:. ........... ........ .... m 0 do C It Z -Cm .0 _ -- cc — rm ICE IT I 93 Lo .S ......................SS4S ..SS ;S . - 45 ............. ,. ......S XX ,2€it r Aoqv No 9/78 ... 0 BULLETIN NO. 20 PROJECT PALOMAR OAKS TECHNOLOGY PARK DATE _Jan. 14 1983 LOCATION_CARLSBAD, CALIFORNIA 0 PROJECT-NO. 8.112 To Birtcher Pacific Construction Company . . ADDRESS 27611 La Paz Road, Laguna Niguel, California 92677 DESCRIPTION: REFER TO DRAWING S 23, DETAILS 11 and 12: 1. Provide straps to purl in/sub purl in per attached detail. REQUESTED BY: Contractor ACTION TO BE TAKEN (AS CHECKED BELOW) •0 D SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEEt WITH THIS WORK.',. . [] YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANGE IN CONTRACT COST OR CONSTRUCTION TIME. ISSUED FOR INFORMATION ONLY. 4.D . REFERENCE . . . . D THIS BULLETIN IS COMPLETE. - fJ SEE REVISION SHEET. NO(S) DATED WHICH IS PART OF THIS BULLETIN AND A REVISION TC ARCHITECT'S DRAWING. DRAWING SHEET NO(S) []SEE SHEET NO(S) FOR REVISIONS DATED__________________ 4: SEE DRAWING NO(S)_R 70 • DATED 1112/8-3 WHICH IS APART OF THIS BULLETIN AND IS AN ADDITIONAl NEW SHEET TO THE PLANS. • 0 0 0 . • 0 17848 Sky Park Blvd. Irvine, CA 92714 . 0 . -..• 714-556-6610 . . . .....-, .-__- ___________ ICE TO wifsam STE 1RUGGE, THOMAS AND BLOOM ' .1.ZiG INCORPORATED IN NED INk. ' Structural Engineers 4J jj ii - 00 ATIuRs1ID. STAB JOB NO. C 0 -'/ PROJECT: PA-(_or'-f1 By:44 - _____DATE: DA: CLIENT:_____ Ile ________________________________ SHEET NO.L26 OF_____ /iW co'E C, i-i LAOS DE i C (. an = ALL. ALL. w/s F.AL" ST? 0 2 rn — rl Ac" wr : • •••' — •—. I: .. L1'5W/ fE- WZ'I51E.S — 1• —. — . 12 tx -- - / - f ,-o.t jqi 0 Si7.AP$ J 4) it z2 '11/s £ Ô c%1'j2 '41r(c) CV/J7-4r-7-0,<, •. 1/82 offiAlTm., S BULLETIN NO 23 PROJECT PALOMAR OAKS TECHNOLOGY PARK S DATE February 18,' 83 LOCATION __CARLSBAD,CAL IFORNI A PROJECT NO. 8112 TO Birtcher Pacific Construction Company ADDRESS 27611 La Paz Road, Laguna Niguel, California 92677 DESCRIPTION: REFER TO SHEET S14., DETAILS 19/527,AND26/S24: 1. EXTEND GLUEDLAMINATED.WOOD BEAM HANGER DOWN PER ATTACHED DETAIL B23.1 AT DETAIL-19/S27.- 2. PROVIDE GLUED LAMINATED WOOD BEAM SEAT AT. GRIP B-3 BUILDING E FLOOR FRAMING PER ATTACHED DETAIL B23.2. 3 DELETE LEDGER AND ITS ANCHORS AT CONCRETE WALL AT DETAI,L 26/S24 PER ATTACHED. DETAIL B23.3. REQUESTED BY: STRUCTURAL ENGINEER ACTION TO BE TAKEN (AS CHECKED BELOW) . D SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER. WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEEE WITH THIS WORK. . rXj YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANGE IN CONTRACT COST OR CONSTRUCTION TIME. ISSUED FOR INFORMATION ONLY. 4.0 . . S. REFERENCE 1 THIS BULLETIN IS COMPLETE. - 2. 0 SEE REVISION SHEET NO(S) DATED - WHICH IS PART OF THIS BULLETIN. AND A REVISION TO ARCHITECTS DRAWINC;DRAWJNGSHEET NO(s) 3. 0 SEE SHEET NO(S)_•_FOR REVISIONS DATED__________________ 4.,K SEE DRAWING NO(SZ,/. agg"zrof DATED 1 WHICH IS A PART OF THIS BULLETIN AND IS AN ADDITIONAL NEW SHEET TO THE PLANS. Z/,/IF 3- . . 5.0 17848 Sky Park Blvd. S 5 . • Irvine, CA 92714 . 714-556-6610 STEINBRUCE, THOMAS AND BLOOM Structural Enginers hi coNP4 . STAB JOB NO. \ 71cP gaTuPlIs.jIo. PROJECT:_P9O' . DATE: e/7/D3 CLIENT:___________________________________ SHEET NO ______ OF ATE z/,iCkr/o/ 7V &/ti7'J. 11c ,/o Derm(. 0 1k JILL I .1. . 40 j?. Li. 7'11 r 415(DDC esrc ..... . ..H. ... . . .. . ,. . . . ,. .. . . . .................................. -- . . . . 0. . . . . . . .. . . . . .. . D0 ............. ............ .................- .- ... . . ..... ..... . : -. . • . ... . .. . . . : . . .. . —o . ... . . . - . .. . . ..•• . - . . . . ................................................................. ••••-• .....- .. •- .- . :. . . . . - -. . .. :. . . : 2; . .. -- . •. •.• ...,. - . . . . . .. . 00 - ......................... . - • . . • . . •- •. - .- . -.- . . • :.- - -....•- .; -H :-' . ••- . 9/82 STE"BRUQGE & THOMAS INC. S*cturaI Enginees cALcvLAT7pu S&TJOeNO v A a Ito' A-iA •ATIOJ VALiD. PROJECT: . . . .. evP4_ DATE: CLIENT: H4#9 . . si4EETNO5.2312,F -. '••'I -'. .- .........--.---------..l.-----i.• -. . ' -- -r- —- - ---•- t - - - -,- •---f-' CLi')iCA—T/O,%fi 7vi_ s - -71 -- ;:tciL ILA 11 DA STEINBRUGGE THOMAS AND BLOOM Structural Evineers ( INCO 1.RPORATED /87 ( ST&B JOB NO (AJP ATUrnIII NOT VAUD 1.61983 PROJECT: DATE ATE CLIENT: SHEET NO..IOF_. . cpcoJ _o F2-4 I-kz S) I u :>t1 '. , : •-A° t'4oits I tF4i7 4ioJ Ui EOWIW!J Ui iE :fl 'S - .- . . 1 • .. . . 5 ,_.._. .., 5• - '::. - - .5, .5 5 . . 5 - .5 • -- . S •,•, •,, . 5/ 5 .5 - . . . . . -, • . S .5 . .,5 , . - , .4 . 5•___' 9/82 5, - BULLETIN NO. 26 PROJECT_PALOMAR OAKS TECHNOLOGY. PARK DATE March 11 1983 LOCATION_CARLSBAD, CALIFORNIA PROJECT NO. 8112 TO Birtcher Pacific Construction Company ADDRESS 27611 La Paz Road Laguna Niguel, California 92677 DESCRIPTION: REFERTO DRAWINGS Al 7, A19, D3, .S12 & S26: ... Frame second floor 'sill along line A between 2 and 3 per drawingB26 attached,cOmplete. . . Provide secondfloor sill waterproof deck along lineA between 2 and.3.per. drawing B26.,1 attached, complete. . REQUESTED BY: Architect . ACTION TO BE TAKEN (AS CHECKED BELOW) i: D SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEED WITH THIS WORK. . 2. . YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANGE IN. CONTRACT COST OR CONSTRUCTION TIME. ISSUED FOR INFORMATION ONLY. . . 4.0 . REFERENCE . . . . . THIS BULLETIN IS COMPLETE. f SEE REVISION SHEET NO(S) ___________DATED WHICH IS PARTOF THIS BULLETIN AND A REVISION TO ARCHITECT'S DRAWING. DRAWING SHEET NO(S) D SEE SHEET NO(S) FOR REVISIONS DATED_________________ [7X SEE DRAWING NO(S)_B26. B26 .i DATED 3/9/83 WHICH IS PART OF THIS BULLETIN AND IS AN ADDITIONAL NEW SHEET TO THE PLANS. . . . .. 5.0 . . . 17848 £ - Sky Park Blvd Irvine, C4 92714 7145566610 ,2 >(/ - STEINBRUCGE & THOMAS INC.StrturaI Engineers cLCU1Afl'4U BEAR ( S S /A C PA1J,ATk IN RED Dk. ;Pd S. - S&T JOB NO. / (R/tROD NATURE IS NOT VALID. PROJECT:- 13 Y. DATE:________ _______ CLIENT:_. SHEET NO.___ OF __ 70 S S767rAf uj ui ul 17 - O - Lj S /)J S S 5 5 55 S 55 S S• -. S • S 9 5 . S S S . . S • g;is fr ( r- - • • 1' N- . CtL. -•• • •• - I - - H - __ E i 2zLjob ate -- - sheet number BULLETIN NO 27 PRoJEcr PALOMAR OAKS TECHNOLOGY PARK DATE March' 23 __. 9.83 LOCATION _CARLSBAD,.CALIFORNIA .5 __:_____•'..PROJECTNO8fl2 TO Birtcher Pacific Construction Company ADDRESS 27611 La 'Paz Road, Laguna'Niquet,California 92677 DESCRIPTION: . .. '. S • .. Make field corrections per attached details: , 1 B27 1 dated 3/04/83 2 B27 2 dated 3/11/83 3 B27.3 dated 3/17/83 4. B27.. 4 dated 3/18/83 5 B27 5 dated 3/23/83 Requested by: Contractor ACTION TO BE TAKEN (AS CHECKED BELOW) S ,. . ' ... i. J SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED' TO PROCEED WITH THIS WORK. ' 'S -: ". . ' . . . ' •,' . . YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANCE IN coNTRAcT COST OR CONSTRUCTIO N T I M E . ISSUED FOR INFORMATION ONLY. 4.0' - . ••. ''•''• • " . REFERENCE THIS BULLETIN IS COMPLETE. ' '• •' ' . . . . ' . ' •. . . . .; ....' ' o SEE REVISION SHEET NO(S) - ' 'DATED ' , '. WHICH IS PART OF TI-US BULLETIN AND A:,REVISION TO ARCHITECT'S DRAWING. DRAWING SHEET NO(S) ' .' , . •:. , '; SEE SHEET NO(S) ._•, ___FOR REVISIONS DATED_' . •'__,'. • 4. K SEE DRAWING NO(S)s pp , list_b_DATED WHICH IS A PART OF THIS BULLETIN AND IS AN ADDITIONAL NEW SHEET TO THE PLANS. . ,' ' ' • ' . ' • " : ' ' ' -. ' ' ' 5.0 ' .' . . • •.. ' m 17848 Sky Park Blvd Irvine, CA 92714 714-556-6610' ' . . • S - - • ' • ' -' • CALCULA4 TI BEá4I(AR STEINBRUGGEj THOMAS AND BLOOM Structural Engineers A C1PA 1 *Ty/F.IN NEO INK ( INCORPORATED I ST&BJOB NO. PROJECT: O4i$ •BY:DATE. 3/4('43 X. \4I'ATE: R_4a CLIENT:________________________________ SHEET NI1_OF _ _Uc-i' __-T/ RU Aer 1 3 1D .1Ai R MIA Ll e~ L~t III 0, UJI .Uj LU Ui 4 A/or&5 2'-' • • ..•.. - - OeriVC Qd2W y: CoJTZ4ezk J-- =0 - --, •- - -. - 00 - • • •- -.. • - iii I I - - - -. 9/82 9/82 ACAALCLATo MdfbA STEINBRUGGE, AND BLOOM Structural Engineers I, e in lED INCORPORATED STaB JOB NO.81 187r*Tu1t10T0. PROJECT: _PA1_oM,41S.. A*.S BY: L'tAJ_OATh•3/i/3 11983 CLIENT: S SHEET Nc627.20F______ CA1CULPTI0NTO VJt)4A.1IEAR STEINBLUGGE, THOMAS AND BLOOM .-Structural Engineers A in ( INCORPORATED C SUB 46 /&) I A 'EP OJ NATURE IS NOT VALID. PROJECT: PA (_-.o ,-f-41L 'CAK,5 BY: 4 I4_DATE:_ DA 1_7_19$ CLIENT:_________________________________ SHEENc67tOF I C7/U Th es t/3Q A.J'(/ •'.. A1Jc1101L Alt /• C;(. @)Ti op c0&J4t.1e WP'icl(: [J rd ft J 4/JC4AJI1_ 60C'1 COjd LU \J '' U,T71i/ /1/i piz4 i o, •5- . Uj cc Q p ,6LotJ 'f To (,v)i/4i7 Del PL41/ ''"-' 0, 0, 7A /6 47 ic '-i 4,JcJD't eor /v1/~f'.i'3CCl'. 0' _co 0 •0 -- o - -. ou, - - S 0 S. 0 .'. . . . . .. . . . 9/82 icL BEAR STEINBRUGGE, THOMAS AND BLOOM / Structural Engineers ,A -1 MPAN IC JWIN ED INK. INCORPORATED . . . . STAB JOB NO.___________________ R PRO ATURE IS NOT VALID. PROJECT: . BY: 04' DATE:__________ kIJL'ATE:t44R 1 8 1983 - CLIENT: SHEET NO. 2704 OF.., c/ D/L elf C7 CO 'C ol % ° ,V [1b I' CA9 co U /f LU ---- // CN' /T12 22 wr . a - k z 0 . Dc-rA000'- Q5/7 0 • • 0 •• c-r- fA~Oi f-oic I279f(' 1A IS ,e 7o Loc.J 4r t-ix ,' flAJnJt 0 0 - - - 0 0 0 • 0, - - 0 '9/82. 6 ( BULLETIN NO. 28 PROJECT PALOMAR OAKS TECHNOLOGY PARK DATE March24 19 83 LOCATION__CARLSBAD,_CALIFORNIA PROJECT NO. 8112 TO Birtcher Pacific Construction Company ADDRESS 27611 La Paz Road, Laguna Niguel, California 92677 DESCRIPTION: MAKE FIELD CORRECTIONS PER ATTACKED DETAILS: 1. B28.1 dated 3/22/83' 2. B28.2 3/22/83 . B28.3 3/22/83- B28.4 " 3/22/83 B285 3/17/83:- : 6 B28 6 3/09/83 0 7 B28 ii 3/09/83 REQUESTED BY: STRUCTURAL ENGINEER ACTION TO BE TAKEN (AS CHECKED BELOW) - D.SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEED WITH THIS WORK. 0 XI YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANGE IN CONTRACT COST OR CONSTRUCTION TIME. 3• 0 ISSUED FOR INFORMATION ONLY. . .. - 4.0 0••• REFERENCE . 0• . •0 -• I. [) THIS BULLETIN IS COMPLETE. • . 0.: 2, SEE REVISION SHEET NO(S) __________DATED WHICH IS PART OF THIS BULLETIN AND A REVISION TO ARCHITECTS DRAWING. DRAWING SHEET NO(S) - . . SEE SHEET NO(S) FOR REVISIONS DATED.. 1X1 SEE DRAWING No(Sjsee above ii ATED WHICH IS A PART OF THIS BULLETIN AND IS AN ADDITIONAL NEW SHEET TO THE PLANS. • : . • 5.0 0 0 • - 0 ••• 17848 Sky Park-Blvd. . • . : • 0 Irvine, CA 92714 0 - 714-556-6610 0 0 -, • _____ O1ICI - - CALcLtLATIONSITO STEINBRUGGE; THOMAS AND 11L)OM StructuraI Engineers -. - A ,O J,GNAJ IN RED INK ( INCORPORATED ( ST&B JOB NO C5J /9 7 A1EP1 .ATUREIS NOT VAUD. PROJECT: BY: .DL4) DATE: 1TE 1983 CLIENT SHEETNo6ZS'I_OF_______ eO(( 11C ?7 -' /D CD LU L.Jetc - •-. ;- •. ..• F"74-y T-I'i MOC 4A/ . •.-•---j J Go ui ) / ui uj it uj I rALC4p 1 .-I •. .- -•- . . - - - - - - - - a - •' . - • •- - - - U . •- - • •- - . •-. - !fl . . .. - •.- - . - 4 - - .• - -- - - 4. •.-- -:- • - - •0 - . - .. *,- - - - 4- • 4 - .4 * *-,- '-4 .. • -. 4 - . • - - - - . - -- . 9/82 - NOTICE , ,j,1oj STEINBRUGGE & THOMAS INC Stru"tural Engineers I CALCuLATIqspojeE ¶Ab1NI4? BEAR ( ( A MPAM,kP1#$r IN RED INK.'S&T ios o ! il,.ARO74J*TUREISNO1VA1ID PROJECT P' -°" c4'S BY: fi() DATE: . n an C I I F -: - -A0A '5 - oisfro e qg'4m(e*: STEINBRUG6E ThOMAS AND IILbbM Structural Engineers PlO IPk ( INCORPORATEI ' ST&BJOBNO ________________ jCA Pp$.A1UP IS NOT VALID PROJECT P 14A7 BY _____DATE z/83 ATE 2 3 1qfi CLIENT:___________________________________ SHEET NO.28I4OF dr'e .rni °,4'l 5 5 7,/2&7cr',c' A- 2-io L1&J (b CID It GA Y ALS Tb LU S . C'Z - - RikDS T orw. J uj Lu Lu LU cc , - 4 Inww . . . . - 5• . -. .. . . S - S - .. S ...:. S . . ..":. 5. .. .. '. S .,.., . . .5 .. .., S S -• ............................,. S . 5 •_.,S.. .- . . .: .5 . . zx o - ........... . S ...........-'. 5'S. 55 .,, -. ., ,. 'V.. -S ,, _J U . . , , . 5 . , . '55 . -:- .- S.,- 9/82 ) I*ofltl - - TO, jfeEAm STEINBRUGGE, THOMAS AND BLOOM Structural Engmeers CALCULAJIQ$S 1s 4 t;CkPALN1 a INCORPORATED - 'N' so !(D INK ( 0 MATURE IS NOT VALID. - 4 ( ST&BJOBNOÔI'/87 PROJECT BY: IL_DATE:___________ . . DA DAi MAR 17 1R3 CLIENT: SHEET NO OF OOAJOGM To 1-4 45 I L:/A/t'1ss A)OT27 /J/( JLS /tJl,f fl/p c 71 MAy . ,4-cTc 1fc2 7T 7// lz so '/2 i 2. 4AicMIc rs 4-r *5 ,- Q w 'U . - . . '- - .: o S S uj --S.. -- It - - 5' & .5 5 22 S -. - 5 .. 5 55• 555 - -- S - *5 5- S S • . S S S •SS S S S S S &S 5 55555 .- S *5 5 5 S• 5' -.- & S I. • -, & .- S ... - S S S oo - - 5•5 - S & S S & S 5- - •5 5 _coS S - S. - 5.• -- 5- 5 5.- 55 5 • 5 - - - P 5 ,5 - S• S S 5- -.5 -5- 5• ._ S. S . S S 5 S S 5• 5 5- - - •S. S 5• .5 - SSS & / 5 - 5 S -- . S • - * & S - - S & & 5 . 5 5 . 55 • 5 - . -St 9/82 - 5 •• 5• 5• 5 • -t; — - CAICULATIML , D2J(B'AR STEINBRUGGE,THOMAS AN• 1) BLOOM Structural Engineers INCORPORATED UP IN io ST&BJOB NO. ___________________ NATURE 0T0 PROJECT: p'PIWL BY: Z241J DATE. LDATE: ___________ R 1 4 1983 CLIENT:_______________________________________ SHEET U ADD eJoo'-7 Tb 2 srao5 (No/- iffJ&) cJM 20'. ,&Lr. S#4-ct Aio r - 2 Mi UiJcJpfo/ RE' 7 Al61&fvl r,. 774's /5 7J4CM &J/CO,JC ,4s i&- co xc4flr BWQ "/' uj ui uj cc -. . -. ,...-. .- -.v.., ---' - - - --"-. - - " -- - . . -• -- - .:- ..-, '. •- S . ......................... 0 5, . . . - •': ..- - --- :. - :. - Li • 5."5 .-. -...., S.. .5 ....................... S. ' . •. . . :. .: • . .,.. 9/82 It o 1ICt - cALculApos 70 ec/4w6e(AN STEINBRUGGE, THOMAS AND BLOOM Structural Engineers ( INCooltD ( SUB JOB NO. 6/187 AkPfAtufIs NOT VALID. PROJECT: BV: O/2-11 DATE:_ahtu __________ 'DATEf' 2 CLIENT:______________________________________ SHEET OF_______ AeJo I • •' 0 0• • /I/'-#_Ado •••, •* •• ••. 000 00 __ to _______ C- I .. . BULLETIN NO. 32 PROJECT_PALOMAR_OAKS TECHNOLOGY PARK DATE _April15 1981____ LOCATION_CARLSBAD, CALIFORNIA • PROJECT NO. 8112 TO Birtcher Pacific Construction Company ADDRESS 27611 La Paz Road, Laguna Niquel,..California 92677 • DESCRIPTION: REFER TO DRAWING S-5AND DETAIL-13 AND 18/S-23 At Building A, grid line 1 OE, roof, provide HCCT. beam hanger.for '. 36 inch GLB. : Requested.-by:,Structural Engineer ACTION TO BE TAKEN (AS CHECKED BELOW),: • 1. 0 SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEED WITH THIS WORK. . H . 0 YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANGE IN CONTRACT COST OR CONSTRUCTION TIME. ) ISSUED FOR INFORMATION ONLY. • • •. • 4.0. • . • .. . • •. • REFERENCE' . •. . ., .. • . I. [Xi THIS BULLETIN IS COMPLETE. • • '. • • • • . J SEE'REVISION SHEET NO(S). DATED WHICH IS PART OF THIS BULLETIN AND A REVISION TO ARCHITECT'S DRAWING. DRAWING SHEET NO(S) • . . . • • SEE SHEET NO(S)_. • •• • . FOR REVISIONS DATED__________________ [XJ.SEE DRAWING NO(S)_• B32 DATED. .4/1 3/83 •' WHICH IS 'A PART OF THIS BULLETIN AND IS AN ADDITIONAL NEW SHEET TO THE PLANS. ' , •• .• V Vt V V Architecture VV V & Planning V V V V V V V V V V V (V V March 29,V 1983 V V V 'V V V Mr. Jim Gi lshi:ap V V V V Robert Davis ESGILV CORPORATION V V V V David Kaech V 9320 Chesapeake Drive V V V Jim Keisker V V Edward Lohrbach V Su i te 122 V V V A.PPalazzo San Diego, CA 92123 V V V Art Rajkumar V Subject: Palomar-Oaks Technology Park V V V MLA Project Nb. 8112 V V V V Refer to: Plan Check No. 82-180- City of Carlsbad V V V V Gentlemen: V Enclosed is Action Engineering letter dated March 25, 1983 V V pertaining to foundation revision, Building A, submitted for V your review on Thursdy,VMarch 24, 1983. V V V V Please retain this copy foryour files. If there are any fur- ther questions, please call me. V V V V V Very truly yours, V V V V V V MLA/ARCHITECTS V V encl(l)Th I630-G South 5uii5t 5L. Anaheim. Ca. 92806 (213)852-4710 (714) 634-2092 1630-G South Suncist 51.. Anaheim; Ca.- 92806 (213) 852-4710 (714) 634-2092 U 9!• j!!1 Testing Wyman Lab 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (714) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY OPILE DRIVING DOTHER JOB ADDRESS 1969-79-85-89 Palomar Oaks Way,6349-0 Court NO.1 of 5 FOR WEEK ENDING 19 OWNER-OR PROJECT NAME Palomar Oaks Birtcher Pacific Business Ctr. BLDG. PERMIT NO. IPLAN FILE NO. I - CONSTR. MAT'L (TVPE,GRADE,ETC.) - ARCHITECT M.L.A._Architects DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Flenery Worley Associates OESCRIBE'MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR.I GENERAL CONTRACTOR NO. _Construction -. CONTR. DOING REPORTED WORK Ii II of - LAB RECEIVING & TESTING CONSTR. MA 'L SAMPLES S.0 I_T.L. • LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS,1ETC., Includes information about amounts of material placed or work performed; number, type, and y identit numbers of test samples taken; structural connections (welds made, h.t. bolts torqüed) checked;'et. /07/83 Inspected e1dingof2ttilt_up buildings. Bldg, A; West elevation panels 1-8 - Inside panels 1-8 welded and inspected Outside panels 4-8 we1ded and Inspected -- - North elevation: panels 9-22 - Inside-panels 12137,20 welded and inspected - East elevtin panels 23-26 Tneid.pnneTh 23-26 welded and inspected • - . - ' i'qnuth e1vntiôn pnnRls 27-28 iiie....paneis 27-38 welded and inspected - B0. D: North elevation: panels1 I-Li Inside panelst!h welded and inspected EE AlevAtion: panels 5-9 Inside panels 5 welded and inspected Outside panels 6-9 welded and inspected South levation: panels 10-13 r Inside paneIs"10-13 welded and inspected -. West elevatIon:è1 14-19 • _____ - - -•--- - Inside panels 19 welded and inspected outside panels 14-19 welded and inspected CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL'OF' THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF—THE CITY OF SAN DIEGO BUILDING LAWS. SIGNATURE(GI5TERED INSPECTOR 3/7/83 - . CMW 123 DATE OF REPORT ,,_ ,. REGISTER NUMBER r ,-) • Wyman Testing. Laboratories 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (714) 744-0146 rCOVERING WORK PERFORMED DREINFORCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICHREQuIRED APPROVAL BY. DPRE-STAESSED CONCRETE DREINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS . . 1969-79-85-89 Palomar Oaks Way, 6349-50 Court NO. 2 of 5 IFOR WEEK ENDING OWNER OR PROJECT NAME . . . PalOmar Oaks Birtcher Pacific Business Ctr BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MArL (TYPE,GRAOE.ETC) ARCHITECT DESIGN. STRENGTH . . SOURCE OR MFGR. ENGINEER DESCRIBE-MAT'L. (MIX DESIGN RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MATL SAMPLES. IRICD' 1 DATE LOCATIONS OF.-WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC., Includes information about amounts of material placed or work performed; number, type, and identity numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. 3/07/83 COntinued: BLDG. C: South elevation: panels 9-12 .:'Panels 9.12 welded and inspected West elevation panels 13-16 Panels 13-16 welded and inspected 3/08/83 Inspected welding BLDG. C: North elevation: panels 1-4 Panels 1-4 welded and inspected East elevation: panels 5-8 Panels 58 welded and inspected _.. ' BLDG. 13: West elevations panels 1-4 Inside panels i-b welded and inspected North elevation: panels 5-10 Inside panels 5-10 welded and inspected Outside panels 5-10 welded and inspected 3/09/8 . Inspected welding BLDG A: West elevation: paxie1a.jli CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF. THE CITY OF SAN DIEGO BUILDING LAWS. SIGN4(TURE OF GISTERED INSPECTOR 3/09/83 --- CMW 123 DATE OF REPORT REGISTER NUMBER U.. U.. U.. U.. U..... -ii... .fl... U.... W yman' 4 Testing Laboratories 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (714) 744-0146 OVERING WORKPERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAMFABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS - 1969-79-85-89 Palomar Oaks Way, 6349-50 Court NO. 3 of 5 IFOR WEEK ENDING 19 OWNER ORPROJECT NAME Palomar Oaks Birtcher Pacific Business Ctr. BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MATL (TVPE.GRAOE.ETC.) S ARCHITECT - DES!GN.STRENGTH SOURCE OR MFGR. ENGINEER DESCRIBE-MAT'L.-(MIX DESIGN; RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR - : CONTR. DOING REPORTED WORK • LAB RECEIVING & TESTING CONSTR. MATL SAMPLES : LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC., Includes information about amounts of material placed or work performed; number, type, and identity numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. -09-83 continued : Outside panels 1-4 welded and inspected . I North elevation panels 9-22 inside panels 9-22 welded and inspected Outside panels 9-22 welded and inspecthd 1/10/83 Inspected torgueing of high tension bolts BIM D: Bemn 30 R 31T tn c'n]umn 29A 30B & 31B to column 29B 30C & 31B to column 29B 30C & 31B to column 29C BLDG C: Beam-21D to column thG & 11.F All bolts torqued to 355 lbs /11/8.3 . Inspected welding of full penitration welds BLDG D: • Beam 30B & 31B to column 29A 30BA 31B to column 29B 30C & 31B to column 29B 30C & 31B to column 29C All stick welded with B7018 due to nalfuitin.oI innersheild. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. .i SIGNATØRE OF RE94TEREO INSPECTOR - 3/11/3 CMW 12' DATE OF REPORT REGISTER NUMBER ;. ffB Wyman Testing Laboratories 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF.92025 (714)744.0146 COVERING WORK PERFORMED DREINFORCEOCONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSED CONCRETE 0 REINFORCED GYPSUM EJGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF E:1 REINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS 1969-79-85-89 Palomar Oaks Way, 6349-50 Court NO. 4 of 5 FOR WEEK ENDING 19 OWNER OR PROJECT NAME Palomar Oaks Birtcher Pacific Business Ctr. BLDG. PERMIT NO, PLAN FILE NO. CONSTR. MAT'L (TVPE,GRADE,ETC.) ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. ENGINEER DESCRIBE.MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC., Includes information about amounts of material placed or work performed; number, type, in d. identity numbers of test samples taken; structural Connections (welds made, h.t. bolts torqued) checked; etc. •. Inspected placement and welding of beam seats and miscellaneous steel in accordance with cetail 1 on S 29 BLDG D: West elevation 6 beam seats (Hawkins) 2 beam hangers 3/1)4/8; Welded and inspected in addition to the above inspected welding of brace beams between column 28A - 29A - 29B - 29C & 28( (funMf'f) 3/1 5/83 No welder on job site 3/16/83 Continued inspection of above with addition toot BLDG 0: West elevation - 2beam seats . . . . . East elevation lbeain hanger . . .. . BLDG C; North elevation . . . . - 6 beam seats . . . .. 1 beam hanger BLDG B: North elevation: 2 beam seats BLDG A: East elevation; Inside - 1 beam seat Outside- 1 panel 1 beam-seat . . - CERTIFICATION OF COMPLIANCE I. HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. - SIGNATUR, OF R,JZ'rEREp INSPECTOR 3/16/83-. --'------ CMW 12 DATE OF REPORT REGISTER NUMBER EFA Wyman. :. WV . Testing Laboratories 20165 QUESTHAVEN ROAD. ESCONDIDO, CALIF. 92025 (714) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE-STRESSEDCONCRETE 'D REINFORCED GYPSUM DGLUE-LAM.FABRICATION ''THE SPECIAL INSPECTOR OF . []REINFORCED. MASONRY DPILE DRIVING DOTHER JOB ADDRESS 1969-79-çc-89 Palom.r flzk W, f3i j9_O tourt NO. I; f t FOR WEEK ENDING 19 OWNER OR PRO ECT RAME . . Pp1nmr Onkq 1irtchr Pacific usiEess Ctr. BLDG. PRMIT Ao. . PLAN FILE NO. . CONSTR. MAT'L (TVPE.GRADE,ETC.) ARCHITECT DESIGN STRENGTH SOURCE OR MIGR. ENGINEER OESCRIBS'MATL, (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRACTOR CONTR. DOING REPORTED WORK "'-:"' •''. :-' LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES : . DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS. ETC., Includes information about amounts of material placed or work performed; number, type, and identity numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. Welding on panels completed by Carri Johnsen W 3987 - Hawkins Welding - Welding on structural steel ______ Ron McGuire C98h9 Dave Clark F6582 . Lew Prophet 117 The above w1der from Cundiff FRbricatprs • • CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE /' " . -' '- REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATUJAE OF REGISTERED INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& 3/16/83 _- r.Mw 123 APPLICABLE SECTIONS OF CITY OF SAN DIEGO BUILDING LAWS. • DATE OF REPORT REGISTENUMBER 1I _Wyman Testing Laboratories 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (714) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE El REINFORCED GYPSUM DGLUE.LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS Psi om r i) PAt-o , .... pAts (AY 'q, NO. 1 of 2 FOR WEEK ENDING 19 OWNER OR PROJECT NAME ppipi'Oak irf'her Pac'ific Business Ctr. BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MAT'L (TYPE,GRADE,ETC.) ARCHITECT IwLLA.._Architects DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Henery Worley Associates OESCRIBEMAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERAL CONTRATOR M..Q. Construction Cont'rPta 21)O jagi CONTR. DOING REPORTED WORK . . Reinforcing steel ASTM k615 LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES S..C.T..L. DATE LOCATIONSOFWORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC.. Includes information about amounts of material placed or work performed; number, type, and identity numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. 2LI4L43 Inspected steel in panels 2-1i bldg. Bk. Inspected p1-a-ement of concrete in above panels. Obtained 1 set of elyinders from panel #13. Sack contest: 200 psi. total pour 89-5 yds. To lab with cylinders obtained 2/11/83. 2/15 . Inspected steel in panels 11,250,26,31-39 bldg. Bk. Inspected placement of concrete in qhnvA pane1a - Obtained 1 aet of t'lyindera from pnl # 33. Picked up 1 set of cylinders taken 1/1h/83.Sa'ic content: A 'ark 20fl pal total pour 123.5 yds. To the lab with cylinders 2/16 Inspected steel in bldg.. A panels 280,290 30. Bldg. B . panels 910 16. Bldg. D panels 5,6. Inspected placement of concrete in above panels. Obtained 1 set of cylinders from bldg. A panel 28 sack content: sack 2500 psi total pour 95 yds.. To the lab with test cylinders. ILK 2/18/ Inspected reinforcing steel installation per structural plans for wall panels. Followed by inspection of concréte 3 placement & consolidation in panel forms: (1) first group: bldg. "B"1 panels 19,20,2,7,16 - took one set CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS SIGNATURE OF REG TE D INSPECTOR WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & 2/18/83 CMW 123 APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. DATE OF REPORT REGISTER NUMBER Wyman Testing Laboratories 20165 QUESIHAVEN ROAD ESCONDIDO, CALIF. 92025 (714) 744-0146. COVERING WORK PERFORMED . DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STREsSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED'MASONRV OPILE DRIVING DOTHER JOB ADDRESS . . Palomar. Oaks NO. 2-of 2 - - - FOR WEEK ENDING 19 OWNER-OR-PROJECT NAME - - . BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MAT'L (TVPE,GRADE,ETC.)' . ARCHITECT -DESIGN STRENGTH' SOURCE OR MFGR. ENGINEER OESCRIBB-MATL.-(MIX DESIGN, RE-BAR GRADE &-MFGR-.) GENERAL CONTRACTOR --------------------- : CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MATL SAMPLES INS 'a,' DATE 'REMARKS,.ETC., 'LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED; JOB PROBLEMS, PROGRESS.' Includes information about amounts of material placed or work performed; number, type, and identity numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. 2/18/83 continued ' of 3 cylinders from panel 20 (2) second group: Bldg "Ct' panels 1,509. \i (3) 1h'1rdgroup hicig I'D" 13ne1 12 - CERTIFICATION OF COMPLIANCE j:HEREBy CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. SIG ATURE F R ISTERED INSPECTOR 2/18/83 (MW123-. DATE OF REPORT REGISTER NUMBER Wyman 20165 QUESTHAVEN ROAD Testing' ' I ESCONDIDO, CALIF. 92025 JLjL1 (714) 7440146 Laboratones S - COVERING WORK PERFORMED DREINFORCEOCONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY DPRE.STRESSED CONCRETE DREINFORCED GYPSUM DGLUE-LAM.FAB!RICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY OPILE DRIVING DOTHER JOB-ADDRESS 6 j49-5O 1969-79-89 Palomar Oaks Way- Oaks Court ENDING 41 19OWNER NO. - FOR WEEK OR OR PROJECT NAME. - Palomar Oaks BLDG. PERMIT NO. PLAN FILE NO. CONSTR. MAT'L. (TVPE.GRAOE,ETC.) ARCHITECT MLA DESIGN STRENGTH SOURCE OR MFGR. ENGINEER Henry Worley & Assoc. DESCRIBS MATL. (MIX DESIGN. RE-BAR GRADE & MFGR.) Structural steel - ASPM A36 GENERAL CONTRACTOR - MQ - CONTR. DOING REPORTED WORK - LAB RECEIVING & TESTING CONSTR. MAT'L SAMPLES , -DAT LOCATIONS OF WORK INSPECTED, TEST-SAMPLES TAKEN, WORK REJECTED, JOB PR O B L E M S , P R O G R E S S . REMARKS. ETC., Includes information about amounts of material placed or work performed ; n u m b e r , t y p e , a n d identity numbers of test samples taken; structural connections (welds made, h.t. bolts torq u e d ) c h e c k e d ; e t c . - Field Welding and Erecting Inspection Inspected Joint preperation fit-up -and welding of field welds. Certified welders were -observed for proper welding rocedures and technicues. - • Completed welds were inspected' for size length, location. and quality. Unless notedwere found to be in accordance • Nith atrnlipable details, sections and building specifications. 3-30 Inspected welding of beameat Building A west elevation. -4-1 Finished weld inspection of beam seats Building A. - - S. S . 9'• - \.' CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS.& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. - - -_- •-7;,S- -V -- •• -S -- SIGNATURE 0 INSPECTOR - - 1 April 8 DATE OF REPOR ZFEGISTE REGISTER NUMBER -- -, EM Iffl Wyman Testing Laboratories 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (714) 744-0146 COVERING WORK PERFORMED DREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH.REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE El REINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF DREINFORCED MASONRY DPILE DRIVING DOTHER JOB ADDRESS NO. 2 of 2 - - FOR WEEK ENDING 4-8 19 83 OWNER OR NAME Palomar Oaks BLDG. PERMIT NO. PLAN FILE NO. CONSTR.MATL (TYPE,GRADE,ETC.) ARCHITECT DESIGN STRENGTH SOURCE OR MFGR. ENGINEER DESCRIBE MATL. (MIX DESIGN, RE-BAR GRADE & MFGR.) GENERALCONTRACTOR - ... - . CONTR. DOING REPORTED WORK LAB RECEIVING & TESTING CONSTR. MATL SAMPLES, DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC., Includes information about amounts of material placed or work performed; number, type, and identity numbers of test samples taken; structural connections (welds made, h.t. bolts torqued) checked; etc. The Palomar Oaks Project involving inspection of concrete .id structural assembly is now completed per applicable , etails, sections and building specifications. 16 CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. SIGNATURE E ~ E7EREO INSPECTOR A ru 8 1 DATE OF REPORT REGISTER NUMBER k1 \ t Name ej t -2 TdT 'v\ 0 (A 1 A'Et (i .> S cLpst be _prnvldLdto the Director of Bualdiig Safe Space hovethi line for recorder's .use. COVENANT AND AGREEMENT REGARDING NAINTENANCE' OF YARDS FOR. AN OVER—SIZED BUILDING . The undersigrid fereb) certify that 'e are the owners of the hereinafter letll described real property located, in the City of ' State of (Legal Description) as. recorded in Book . , Page , Records, of , County, which property. :i§ located and known as: (street address) And, in consideration of the issuance by the City p, of a building permit for the construction of an oversicd building or( ,s2id*ropeIt), we do hereby covnnt l and agree to and with said City, pursuant to Sectiori' Lunicipal Code, At 'to maintain on said property, a yard of , feet in width, unobstructed from ground tbsky, as shown on the attached -plot plan. , . . '. .' . . 4 . . .... . . .. . . . This Covenant and agreement shall run.with, the land and shall be biiding upon ourselves, any future owners, encunibrancers, their, successors, heirs or assignees and, s h a l l c o n t i n u e in effect co long as said, overi Ld bu i1ding shall IL nain thereon or unless otherist released by authority of the, Director of Building Sa fety of the City of Dated this day-of - , 19 ' . .' ' Signature of owner (Two' Officers' Signatures Rquired for CorPoratlonsj-- (Sian) FOR DEPARTMENT USt O\LY (INDIVIDUAL) ' STATE OF COUNT' 01 } ss 6. On ' before mc, the undersigned ,. a Notary Public in and for said Count), and State, personally appeared ' known to rue. to be the person whose name subscribed to the within instrument rtnci acknowledged that executed the same. WiTNESS my hand and official seal. (Co'oRATION). ESTATE OF COUNTY OF } ss. On before me, the uridersgned , a Notary Pull ic 'in and for said County and State, personally appeared' known to me to be ' t:he President and known to me to he ' . S'eci'etary of the Corpora t ion that executed tie within ns t rumen t, known to t::e to be t.iC persons who excu:ed the 'itl'i;n instrument on behlf of the Corpotatioi'i therein itamed, and acnow- I edced nc t hi t 51.1Gb C'rlorn I ion - c;.:eçu t d thu witlifli )nstrunent pui'su:".nt. tO its by-law or a renolutic'n of the board of cirectors. WI'rr':I:;ss mv-hand and off: ci~i seni , • ,•• ............... -I ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 SAN .DIEGO CA 9212:3 41 (714) 60148M .. / MAO Date: June 25, 1982 To: MLA Architects 17848 Sky Park Blvd. Irvine, CA 92714 c'' Attn: Bruce Mochizuki Foreward: Esgil Corporation provides planreview services exclusively togovernnient.entities0 If you have any questions regarding the plan review, please call and we will help you. Jurisdiction: Carlsbad Plan Check No. 82-180 . Project Location Palomar Oaks Way . Owner Birtcher Pacific Area See attached Allowable Area See attached Occupancy B-2 - Occupant Load Stories see attached Type of Const.VNsprinklered _ - Remarks Project _has six buildings (A-,B,C,D,E,F) Date plans picked up/received by ESGIL Energy Cal 'sRec'd6/8complete package Date first plancheck completed by ESGIL Fri.6/25-all six bldgs. Plan review contact person (.ESGIL) JimGilshian -I Corrections checked below are to be -made an plans before permit is is- sued. The approval of plans and specification dOes not permit the vio- lation of any section of the Building Code, or other City Ordinance or State. Law. The following list does not necessarily 'include all errors . and omrnissions. See Sec. 303(c) of the 1979 Uniform Building Code. Plans require correction as indicated by items below, before a building permit can be issued. Return this correction sheet with corrected plans... 1. Please return a copy of this list noting where you have addressed each item i.e. plan sheet number, detail number, note, etc. . 2. • Please make all corrctions on the original tracings and return two sets of revised plans to EsgilCorporation atthe above addres for recheck. Note on Title 24 notes, T-1, "All lease spaces, if ' terant improvement, plans are submitted, and plan check fee paid. after June 30,, 1981, shall comply with the new requirements for accessibility for the, handicapped that are effective July 1, 1982." (See att'ached sheet that' may assist you). The responsible design professional should' wet sign the plans (Business & Professions Code) Delete plans noted 'not for construction". Clarify the grammar regarding your note—l'-under Title 24. Please clarify what items in the list under Title 24'are'to be accomplished under this permit. You might add a column to clarify i.e. to be done at initial con- struction and to be done by. tenant. Some site plan dimensions, are missing. Please fill in to ensure buildings will be properly sited and distances between buildings, property lines, etc, will be in con- formance to code. ' H' On your title sheet, show your basis for the building areas to be within the constraints of Chapter 5. i.e. basic, 'increase for yards, increase for sprinklers, total allowed two story,. total allowed any one story. My initial review 'indicates building "A", may exceed the allowable as would building "F", the others appear to be okay On sheet S-1, foundations, modify 2, "Prior to requesting foundation inspection by the City, the soils engineer shall advise the Building Official in writing, that he has inspected the soils, excavations, trench backfills and foundation geometry and has found all to be consistent with the spirit 'and intent of the recommendations in the Action Engineering Soils Report ' dated Feb. 2, 1982"4 (Section 306(a) 12) On floor plans showing "warehouse" describe the envisioned type of materials that will be in, warehouse, relating description to one of the groups in Table 5-A (Sec 302(a) 3) You make reference to the 1976 UBC Should refer to 1919 UBC Your concrete specs refer to 1976-check versus 1979. 'T ' S-i, precast 8, please add "Prior to casting, the drawings shall be approved by the design professional responsible for the wall design". Clarify storage area use regarding height Of stored material. If storage involves racks over 8' high,, design per Tables 23-A and 23-J, or note storage restricted (you show 18' clear height and no indication of how warehoused materials will be stored If tenant option, then cover with note to ensure will not be'a problem at tenant improvement. time). , Note on each floor plan "No use or occupancy is authorized until detailed plans of the arrangement of corridors, offices, handicapped accessibility, ventilation and lighting plans, etc have been submitted to the Building Department In building"A", the occupant load in thewarehouse Is 115 and two complying exits are 'required. Overhead doors ' are not exits, It appears the exits you show, when corridor established at lease space, are not sufficiently apart to satisfy Section 3302 (c) Show location of exit signs for all buildings Section 3311(b) 1 Note for all exit doors, " This door to remain unlocked during business hoUrs". Section 3303 (c) For stairways serving more than 50 occupants, show the clear dimension of the stairway, excluding the allowed 3-1 '"- projection of handrails on each side, to be at least Section 3305 (b)) Note that "the space between the suspended' ceiling and H the floor above shall be draft stopped into areas not exceeding 1,000 S.F.". Section 2517 (e) 2 Provide ICBO number for skylights The structural calculations, sheet E-1, refer,to the PCA Brown Book and SEAOSC "yellow book" June 1979. On page 3, yellow book, it appears the :maximum height ' ratio is 36. Clarify how your height ratios relate to the constraint.' Page 5,same reference, notesh/d ' J -3- of 42 okay, but only when panel is supported on all four sidles. 21 Table for the Title 24, for building "B", notes no insulation in flat roof area Section A, sheet 11, shows flat roof insulated. Clarify. 22 Clarify whether "warehouse" is lease space or is intended tobe code complying with no additional work. Nomenclature - indicates-only office lease space is involved in tenant improvement.' Not clear. If warehouse. considered complete provide, additional plans re.. eleôtrical, ventilation per Section 605 and 705, 'etc. S S 23 The "E" warehouse has 64 occupants and needs two exits, properly separated Table 33-A 24 Note on Title sheet "All tenant improvement plans should refer to plan check 82-180" (This will allow ready identification of the original project and we can pull the original plans and save time for all concerned) 25. There are a lot of, critical .connections in the buildings. Note on plan that "Special Inspection required for structural foundations and structural connections" (Sec 306 (a) 12) 26 Incorporate the Title 24 items on the attached sheet Could be on Title page Could be "sticky back" If you have any questions, please call Jim at (714) 560-1468. Thank you. S Enclosure Title 24 item Handicapped Sheet -4--- i-2L. ~-~\-o Y\,IAi'? (D A V-- S Co\ z\2 \ \Z -r C) Oj\ - <.\-1t S Lu • • Li..' e( r'r L af4o'J Ai. q484 Vo z (.j'4SQ 14 8&i-e 8'3t1- cki ToiL Ltk,r RflU' -----•-.---•- ..—• —.-.•-- 2tZ? - 7,170 ' ?'I 658.1S' -- -fj Iq j9D) €4 91T 'I)906 iq 00 ( --'-*1-• -ro 20 2—fJi'?I1)41) r(41-/ h eta at.4-4'€ zc1O7 55 - q 2.i4 (_1 L) fF o 3 -' 1t C e Oo Y'\I T'' UR'n' '2LJI of 'J'-J o'r FLEZTtD O4ThIS hQeH9): *'p" AREA TABULATION (SQUARE FEET) OFFICE OFFICE BUILDING 1ST LEVEL 2ND LEVEL. TOTALS WAREHOUSE TOTAL A 20886 8598 29484 34628 64112 B 5382 5382 12150 17,532 C - 3241 324]. 11808 15049 D 47.99 3349 8148 11342 19490 E 9336 4147 . 13483 13543 27O2 F . 9238 . 9238 35371 44609 TOTALS : . 52882 16094 =68976 : 118842 187818 S SHELL ONLY BUILDING • VALUE P.C. FEE r. A 1089904 1888 B :. 298044 . 603 C 255833 593 D 331330 650 : E 864 459442 .14 F 758353 1352 1 A 3192906 , $5950 ( ". :s T. 10 August 14, .1980 Marty Orenyak C/''- Gj8190 Building Director Y, Of:- 00 1200 Elm Avenue . Carlsbad, CA 92008 ' I'ig oep0 &rt Si&1 j0 n RE: Birtcher.:BUsjnessCenter . . . Palomar PUD, -Carlsbad'' Dear Mr. Orenyak Thank youfoyour time in meeting. withTerry Jacobson and .me concerning the Palomar P U D, at the Birtcher Business Center near the Palomar Air- port. As we discussed the deve1oment will consist of "postage s'tamp' Tots/buildings sold to individual owners with the landscaping,1 parking, drives area held in common It is our understanding that the wall between the units, i e on t the property line shall be the equivalent of asing1e two hour wall, 51-," con- crete tilt-up construction with a 30 inch high parapet above roof level This wall will followthe requirements:for area 'separation walls in Section. 505 (d) .6fthe 1976 .UBC, . . . . . "I Adjoining openings at right angles to the shared property line shall be consi- dered -.as unprotected openings and not be restricted, A suggested solution to the allowable area at building 17 at the angled yard is to go to the more restrictive Type 111-N construction type which provides more basic allowable area The tilt-up construction already being used will satisfy this requirement , 'kIb& -'E f1dcA The :Ttt-lè 24.ene.rgy calculations will, be handled when tenant improvement drawings are submitted We have notified the owner of your request for a letter acknow- ledging his understanding of this requirement This will be sent under separate cover. .. ... . ' . . •- F Ifyou should have any questions regarding' these. points, please contact usand let us know. Otherwise, we will proceed on the basis of this letter. Sincerely, LEA POMEROY' ASSOCIATES, INC. Lor nda McCa'ley ccr Terry Jacobson, LPI-\ Architect Robert Campbell, Birtcher mlr Leason F Pomeroy William H Bigelow Robert 0 Kupper I Terry D Jacobson / Principals '-I -/'INTERDEPARTMENTAL INFORMATION SHEET RTMENT I ,.BUILDING DE / lo EIVIED DATE: JUN 492 I BUILDING ADDRESS: k--.WNINGThEPARTMENT ZONE LOT SIZE LOT WIDTH UNITSALLOWED UNITS PROVIDED__________________________ PARKING SPACES REQUIRED PROVIDED / % COVERAGE ALLOWED PROVIDED BUILDING HEIGHT ALLOWED PROVIDED FROWT__SETBACK: SIDESETBACK: REARSETBACK: ALLOWED. PROVIDED - INTRUSIONS LANDSCAPE &. IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENTS: W44tQ 'f1cML c4 I OK TO ISSUE: __DATE \V OK TO FINAL Jf\ _DATE i/I AAA AA iff ENGINEERING _DEPARTMENT 4 WST (Vti .O.W. (5/ _INDUSTRIAE _fi IMPROVEMENTS Oe ?AI.SEWER CONNECTION DI$DRIVEWAY LOCATIONS_______________________ GRADING PERMIT EASEMENTS Oj< ____DRAINAGE_________ DESCRIPTION _LQ.?i _Y7_(Th __ 0 ADDITIONAL .COMMENTV j i_- OK TO ISSUE: DARE PWI.4 OK TO FINAL _DATE_______ bDP7 LØA. j.ftP P,utl'Z. 1b °"A1 FIREDEPARTMENT SPRINKLING SYSTEM FIRE PROTECTION EQUIP. FIRE ALARMS EXITS___________________________________ FIRE HYDRANTS _LOCATION_____________________________________ ADDITIONAL COMMENTS O ISSUE: DATE OK TO FINAL DATE WATERDEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE j : _X, 2. K5. 7. ,k8. 9. X 10. -flan Eaminer Report mailed to architect' ' 'iMet with Storage, dispensing 'or use of' any flammable or combustible liquids, flammable; liquids, flammable gases a,nd "hazardous chemicals shall comply with Uniform Fire Code Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15-feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics'and some flammable liquids. If high stock piling is to be done; comply with Uniform Fire Code, Article 81. Medical gas system(s) shall comply with N.F.P.A. Standard 56F. Fire extinguishers shall be provided based upOn the following criteria: - -2A rated ABC extinguisher for ,each 3000 sq. ft. or portion thereof X b) maximum. travel distance to an extinguisher of 75 feet c) other: 'shall beof I hour construction with' openings protected with ,hour assemblies. Comply with regulations on àttachd sheet(s). Fire sprinkler system(s) per N.F.P.A. Staidard /3 shall be provided to protect I ,e, 7111 Dry chemical extinguishing system(s) shall be' installed per N.F.P.A. Standard 96 to protect. cooking equipment and exhaust system. Plans of Sp system(s) shall be approved by the Fire Department prior to installation of system(s). ' Show on site plan locations of all nearby proposed or existing hydrants within 200 feet. Hydrant(s) shall be provided and located Show location(s) 'on-site plan. Fire Flow: ' gpm for ' hours from hydrants. Access for fire apparatus is not adequate. Provide Date' >?Attach to Plans I I PAGE 1 OF CARLSBAD FIRE DEPARTMENT 1275 ELM AVENUE, CARLSBAD, CA'92008 (714) 1438-5521 APPROVED DISAPPROVED PLAN CHECK PLAN CHECK REPORT ' OTHER REF II' PROJECT 'A d5 / ARCHITECT NI9 ADDRESS/7f1f54,L/CI PHONE OWN ER'_I3i'-/c L, "Pot C ADDRESS _____________ PHONE OCCUPANCY 13"Z •, CONST. TOTAL' SQ. FT. ____________ STORIES 2 SPRINKLERED 0 TENANT IMP APPROVAL OF PLANS IS'PREDICAIED ON' CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE-FOLLOWING CORRECTIONS: Provide one copy of the floor plan(s), site plan, and sheets - - ---- ----------- r— - - -- - -- - - - - - - ___--,- iirw:mi - 17848 Sky Park Blvd. : Irvine, CA 92714 - - - - -' - 714-556-6610 TRANSMITTAL -- . - -. I -\ - - --. - :1; To: - Esgil Corporation - - Job no.: 8112 -1 Address: 9320 Chesapeake Dr, Su 122, SanDeigó: CA Date: Dec.-8, 1982 Attention: * - - Jim Gilshian .- . Job name: - - Transmitted -; Palomar Oaks - 5 - - - Subject: Refer to: PC . #. 82-180. - - . Li Atfached - - - [1_ Under separate cover - Change notice - - - Li Prints Description - . - -. •Li Sepias: - - -. - - Li Tracings - Copies Sheet numbers Description Li Shop drawings - - -. Li Sample Li Copy of letter - - -. - - Li Specificaons - ZIP - - - - Ref erencé - fl FOr your review - - - For your approyal - . - - Li For your use . . . 0 - . Li As requested - - - No exceptions taken Li Exceptions as noted LI Revise and resubmit Rejected - Li Submit specified item - Comments - / Li Return ________ corrected copies - .. I -. - Bulletin #8and #9aréforwarded.foryour review. -I wi11 call you. regarding these minor - - . . . Li First, class -- - structural modifications. -•- - - - - . . Li UPS Li Spedial delivery - Messenger ,. - - . Li By hand Pickup - . • Li -. 8 . - - . BULLETIN NO. PROJECT PALOMAR OAKS TECHNOLOGY PARK DATE 1 2 /6/82 19 LOCATION CARLSBAD,CALIFORNIA ____•• PROJECT NO. 8112 - - S. TO Birtcher Pacific Construction Company ADDRESS -27611-La Paz 'Road, Laguna Niguel, California .92677 J \ (ti oc' DESCRIPTION: REFER JO_ STRUCTURAL DRAWINGS AND _TILT-UPDRAWINGS . \ 1 See attached sheets B-8, B-8 1 and B-8 2 for clarification to Structural plans. • : . I • I . 14 ..t•, i-I. - . 1]. • - •• -.5 . S .-: - • REQUESTED BY: STRUCTURAL ENGINEER .•• '.. ACTION TO BE TAKEN (AS CHECKED BELOW) •- •. 0 SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEED WITH THIS WORIC . -• • ' - - '- ••- --• • '- . • YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK • - r H AT NO CANCE IN. CONTRACT COST OR CONSTRUCTION TIME.. 3.. ISSUED FOR INFORMATION ONLY. • • - . . . . . . 4 . - REFERENCE . . -• . - • ,• .. 1 0 THIS BULLETIN IS COMPLETE. • 2. SEE REVISION SHEET NO(S) DATED • WHICH IS PART OF THIS BULLETIN AND A REVISION TO ARCHITECTS DRAWING. DRAWING SHEET NO(S)_-'_• S • S S - 3. : SEE SHEET NO(S)_- S •• • - FOR REVISIONS DATED 4. SEE DRAWING NO(S)B-8 ,B8; 1 & DATED 11/8/82 • -WHICH IS A PART OF THIS BULLETIN AND IS AN ADDITIONAL . -NEW SHEET TO THE PLANS. - B-8,.2 - •- 11 / 16/82 • - - S 5.0 Irvine, CA: 92714 -, - - -• S 17848 Sky Park Blvd. ' r' CALCUtATIONIS TO BE VALID STEINBRUGGE, fl1OMASA.r4D BLOOM Structural Engireers A COMPANY GNAT$ IN RED INK. INCORPORATED ST&B JOB NO._8/— I.R AREPIIODUCEOJIATURE SNOT VALID. PROJECT I9-0 i'4ti. BY DATE - .-DATE:________ CLIENIT- Af IT-S SHEET No. If8./OF _3 :c* no .577i/cTc/L4/.. - j) 4r 3-7 (oJc4 77o'J jc- ') j ,... ••:-. . •. . . - 0, 0 t 47- 5 r T Ifloilc sio 7 ,fr4 — Jrori)V I 4) • /4(,ce P,MIG /4-iJ _oc-tg!) - • '3 1_*._I L ) .,. ; c-Tk'I 2/'5z:ArpL/es AI- ~IOS E-3;D-3;C-) L AY I /f4AJSi&..,J 4AtJ&, I ........... . TL_ - .. ., ..4...L • ,... f... J. . L2 ,.,) .. 4. cc ....,L.....' -..,...j . IWmw tilL 1 1-IT 3 i I • t 3 i_ _/I-. * •® _ •L ;r. -r -- . ii1 1L L . -.S---* I ,'—t - . . -' .. r 4-- .-m - fAfJ V1oflobW .. ot-J .rs -s .., ,t - ôJDITtQ.J.S. .- . l S I 3 5 •. ' t ? Effrs 4,rOLir ,IQ18e44. 5mi 3I i M/O r - -1• . 3 * 1/82 I 44 AP i ,00:010, L orf 79 1'.77 NOTICE A ii-1iI STEINBRUGGE & THOMAS INC Structural Engineers t & CAL(tAT4ON tb BE j(JPL#WsT BEAR '"A COM ANY u r IN RED INK. . S&T JOB NO._________________ Awjbo4RuSvpT PROJECT: PA 41M 0b4$ BY: 011A) DATE:_________ 7p CLIENT:_. SHEET nic 147-10J r, SrA Ile D6rA APO ' A/o i(f rA /L 7 . 7 . . . ,. Jr ry 21 : ow- 4__ • 0 uj cc : — ,.. at a 20 ".34 '•.'3° . '...:." •.2_.34 3.3..4 8..32. WA 0 3 •- 4 . - 7 4 'P 5' 3 •-'---'-- '.348.3 '34.3. ...... .3 4 . -, . .3.,.. ,•7 2.2•34 i . . - 23. ,.3 .3.,. 4.. '7 .-F . 3 '- •"324• . 9 ...! 4 ......... .'.'_7_3.'•"_ 3 . . - .............27, ''•4 3 •' ........'r' ' 1 4 - . ''' 33 4 ., '• 7'.• 3" '4 33 13373.• 3''8r ' 43 4 -: .. 2 . .'1--'-4 ..ç....;.. " ,! . * ..............3 ' :; ' 3, .' . • .1 .j .......3 -. 4Jul.33 4, ..........,4.7. , 3 f. ;. .3 3 3 - 3.3 •. 7.3 - 3 .3 ....................... 147 411 3 1 7 • .'1 , .3 4.17 7 3 7 ,. .....S . . . . ..& . 3 '" •.1 7 1 I 1 4,1.' 24 • I 2 7 , 5.,9• 37 4' ............. 3_3 .3•'7 3 . 4.. 3 42 ...................1.22.8 " 4'. 14 '' .3 .3 3 : "3'3.4 '8.8.71.37 •. . . 3 3 3 7,' I 1 37 23 . ,""' " ............ " " 9/7.8 4 ,' '''''''''4 . '443,3 Eli BULLETIN NO. PROJE.r PALOMAR OAKS tECHNbLOGY PARK. :1 DATE 12/6/82 19 LOCATION _CARLSBAD,CALIFORNIA PROJECT NO. 8112 TO . Bir+cher Pacific Construction Company ADDRESS 276.1-1-1a Paz Road, Laguna Niguel, California 92677 DESCRIPTION . -. .. REFER TO STRUCTURAL DRAWINGS AND TILT-UP, DRAWINGS' .1 .See attached sheets B-8, B-81 'and B-8.2 for clarification to I Structural plans. ,- - - REQUESTED BY:, STRUCTURAL ENGINEER . . .. - ACTION TO BE TAKEN (AS CHECKED BELOW) 0 SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEED - WITH THIS WORK. . .. . . - 2: YOU ARE AUTHORIZED TO PROCEED WITH THIS WORK AT NO CHANGE IN CONTRACT COST OR CONSTRUCTION TIME. 3. 0 ISSUED FOR INFORMATION ONLY. 4.D REFERENCE ' D THIS BULLETIN IS COMPLETE. 0 SEE REVISION SHEET NO(S) • DATED WHICH IS PART OF THIS BULLETIN AND A REVISION TO ARCHITECT'S DRAWING. DRAWING SHEET NO(S)__________________ - 0 SEE SHEET NO(S) • - FOR REVISIONS DATED__________________ Fj SEE DRAWING NO(S)B-8 .B-8._1&DATED 11/8/82 _WHICH IS A PART OF THIS BULLETIN AND IS AN ADDITIONAL NEW SHEET TO THE PLANS.. B-8.2 - 1 1 /1 6/82 17848 Sky Park-Blvd. Irvine, CA 92714 .714-556-6610 I - CA1CUI.AIQP1STOftI/VAU I5I bAR . N'Z$r1IN D INk INcOKPORATED z ST&BJOBNO A R 1PRJ4 TUllE IS NOT VALID. PROJECT: . : BY: '0AT:11/1 _ AT 1982 11 .CLIENT •. AIL /4C/i, SHEET NO .6.,6 0F3_...._ -3-7- 1J/ .'c?Ocrf-/,Ut. _ptJ6 . .. ', ,oJo.orio'.. 360 CD -. . 0 J\ e w. ui LockTEQ " . 5- . . - H-/.• . \-: -, - . -.-, •.-- : . H uj SM IT : pILc-4sT- pAiJus ./\ •:;., -5L aj '.' - . • -- .t -. - . - ____ >.-'--J - . - .. ,-. . . - . . -. - . 5- 5- A: - 5- M9 7 This /Zj 2o,#J r c2'J SMrS Structural Engineers•• STaBJOBNO.________________ BY:-APIA/ DATE: I1 //&z. SHEET N0.B8_/...... Tb 571WCTc/1'M 1) £ec .S-7 (ço o4rio6U '2 SiJouw RA le O-& C3) &- Al 04 TZ, ru ,odA1b4 r,,j (sr s-il) ,4,, 7/( /zJLcr 1c',#JT 0 7. r*r1.) LU LU cLTk/L '2/d52 #sPpL/es 41 ~.-iOS E-3)D-3C-3, Cole (C /Jê-,4it ') Re,: iw- - ,r ( ,Co D,9-r,OLJ /2AiJ. bWc1 'p') Dir4 £cJSi 0 'J C-44 c) 3 -12 Y-to' Y . •. ': . ......, ...... .. ........ .................... . ..- .................................• .:' _..... .s . ............... - :. ............. ,) "J S"€r$ S1VLO 7A4 flCiDi4(1E Oi/t 7j'PICIC. fA1J6-(.. tfM)7oiJS cJ SY-rs 4 S .12 zz...................... . . . . .. .. . ., - Ai--rn CCAJO/T(OJS. Th ?-? 7' S-tO /iZ bTNL. J.d-QJrs. S24 3.1 De-r*i. s '4/ 7?JOU r t14-f mr &9/ /7 ,4N0 -- &J7c4/Z7 ) 1/82 - - 7- -"7b rof MIOp COIeJ&Z Jr CALCULATIONS TO It VALID IIIIiIAN STEINBRUGGE, THOMAS AND BLOOM ?' A COPAKV SIGNATpr IN RED Ilk. INCORPORATED A NEPIIOOUCtDJtdATUPE II NOT VALID. PROJECT:,49Le) ,'l4it. J4 ..-DATE: CLIENT: Mt4 /4tq,7-rs NOTICE CALULATIÔP1ST6 SEj * CflMPAffrT i')ii RIRODU EL/ NATUI STEINBRUGGE & THOMAS INC StruturaI £ngrneers " S&T JOB NO. //87 BY: _P4IUOATE:i//j(c/8' SHEETNO.0F_I IN REQ INK. . . ISNOT VALID. PROJECT:_PAIot4#'1 o4S CLIENT: c•i ic4-fio1 . 7o 5,Zc,z)gkC. R:ZtrA is -TTTT 71 dr 44 4..,....,.,-.., ., 1t'- ....... ,- .,. .._._ -.--.--.-- . .............................. . . ................... . • 'r': : . .. ...... ..4,. , '--'-:'-- ...4 •*l..I,,._.4.. 'F l'r . :-- }'i -'r-:' .;... ...... I. --.-. -. ...... . * .j...:_ __ ..... •r' ' . ._.. . . , F .1- •. - ', ,. '-1 ; -.. i . - - "i -:- i-- -> - -F......... 3.. . ' , . -..t-'.--.-.'.,•-.1............................i"-,"T ' ¶ F , ...L..._ F F.. T 1 ,1;ji _ 4.J i.-- 1_• F •' t 4 -. F •• --1.......i:-*F .........'--- .- -. ''---- r............-- - - - i--. -r( .4- ..........'-._.4. , ......,._ 4•_• r- r • '., .L L. 4(... , .. • ---'-F:............. 1 - F 1.....i---r:-...........1 . . F 4 . ........; -4 ._. .-•j-_.. . . • ' $ .4 L. ,_. :- F •' j flj-' .. - ' : . •-' 9'/ BULLETIN NO. PROJECT PALOMAR OAKS TECHNOLOGY PARK DATE 12/6/82 19 LOCATION _CARLSBAD,CALIFORNIA ______. PROJECT NO. 8112 7T7 TO Birtcher Pacific Construction Company ;. .... - ADDRESS 27611 La Paz Road, Laguna Niquel, California 92677 DESCRIPTION: REFER TO DRAWING S-5 AND S25 1. At detail 20/S-25, delete the 2 x12 midpoint struts and (plate) 3/16" x 6" and replace with ( angle) 31, x 3 x per attached drawing B-9 at Building A. REQUESTED -BY: Structural Engineer ACTION TO BE TAKEN (AS CHECKED BELOW) 1. 0 SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEED WITH THIS WORK. .2. YOU ARE AUTHORIZED TO PROCEED wiTh THIS WORK AT NO CHANGE IN CONTRACT COST OR CONSTRUCTION TIME. 3. JJ ISSUED FOR INFORMATION ONLY. 4.0 REFERENCE 0 THIS BULLETIN IS COMPLETE. - )J SEE REVISION SHEET NO(S) ___________DATED WHICH IS PART OF THIS BULLETIN AND A REVISION TO ARCHITECT'S DRAWING. DRAWING SHEET NO(S) 0 SEE SHEET NO(S) . FOR REVISIONS DATED_________________ J SEE DRAWING NO(S) _B -9 DATED _11/30/82 WHICH IS A PART OF THIS BULLETIN AND IS AN ADDITIONAL NEW SHEET TO THE PLANS. AOD&/2cj ,-1 7b ,PM#L1S ...-.•..-- .•- - . s-az S.- Not ICj CAL-CUE ___ .— STEINBRUGGE & THOMAS INC Structura' Engineers om IN RED INK. S&T J BEAR OB NO \AfEP,c MATURE IS MOT VALID. PROJECT BY JØ,hrEOV 3 O1? CLIENT #4fd#9 SHEET NO.OF_I \.17" "-1-- ''.' •- ... . C3 do [MLQ5eMJ 'ôM Lo •- , i//52 •2O/.5fs —.. 47-- '-. I '96 OCT - 1 9/78 TTT1 - BULLETIN NO. PROJECT PALOMAR OAKS-TECHNOLOGY PARK DATE 12/6/82 - LOCATION CARLSBAD,CALIFORNIA PROTECT NO. 8112 TO- Bir-fcher Pacific Construction Company ADDRESS 27611 La Paz Road, Laguna.Niguel, California 92677 DESCRIPTION: REFER TO DRAWING S-5 AND S-25 . .1. At detail 20/S-25, delete the 2 x 12midpoint struts and (plate) 3/16" x 6" and replace with ( angle) 3+ x 3f x per attached - drawing B-9 at Bui'lding A. - REQUESTED BY: Structural Engineer ACTION TO BE TAKEN (AS CHECKED BELOW) I. 0 SUBMIT ESTIMATE ONLY. (REFER TO THIS BULLETIN NUMBER WHEN REPLYING.) YOU ARE NOT AUTHORIZED TO PROCEED WITH THIS WORK. . .2. J YOU ARE AUTI-rORIZEDTO PROCEED WITH THIS WORK AT NO CHANGE IN CONTRACT COST OR CONSTRUCTION TIME. 3. fJ ISSUED FOR INFORMATION ONLY. 4-0 REFERENCE 1• 0 THIS BULLETIN IS COMPLETE. 0 SEE REVISION SHEET NO(S) DATED WHICH IS PART OF THIS BULLETIN AND A REVISION TO ARCHITECT'S DRAWING. DRAWING SHEET NO(S) • 0 SEE SHEET NO(S) FOR REVISIONS DATED________________ SEE DRAWING NO(S) B -.9 ••_DATED 11/30/82 WHICH IS A PART OF THIS BULLETIN AND IS AN ADDITIONAL NEW SHEET TO THE PLANS. . . 5-0 • 17848 Sky Park Blvd.......... Irvine,,CA 92714 ___ 714-556-6610 — SILINISKU(J(iE&THOMASINC. StructurIEngifleers CALCU.qT OS 0 85/A 4S(SEAR 6NA1 Ii' RED INK. S&T JOB NO._— /87 C 4'ATREISNOTVALI0. PROJECT: J 4,*44Y 4itS BY: /tdJ DATE:___________ AT ___________ CLIENT: SHEET NO______OF AOD&JOUA'f 7b ,00 44S 1.0 I.a B.o .' • ,o lo D(. 'Z4,o ..• •• •• LL&OO Dt/crJ (.,oAo' 'Jig It 1,5 '/4JkL5 .0 ISO ' pZ.oP6f (:P5' 0 2 co I- 2 w -J 0 r :oTIct CALCUI 6 AT)JTL4 VB(MR STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A 0h44L v4AU$r IN INk. INCORPORATED ST&B.JOBNO._ /5' ARE Pj7UREIS NOT VALID. PROJECT: BY: DATE: j TE:_-- CLIENT:_____________________________ SHEET NO. / OF_____ FTI AtoMA-( OAK$ DS/c'J ce,re,?,A Coo. — 1919 'ec a - -. • 4 r •• -. 5TuCT — m coe..Ic:f.='to lg 1&WGo - ? ror U40 0 C U)UE- tUX zo° MTH A jk.LQ (ts'zy) I E RE ,6 4'd)* O —/" kl—I'-' r-i A. • pOs) Y/,' / Lgr p_i>' j / / 4si5 tb'1IC ,A/ 9/7/ I'ii A- #'0'S 5,/O / 91/6 0 0 0 (lPPiX,O1?)9 9v CO/ ,a$ ill 's- 00 0 0 Iii 1 'az - /''7 ?5/ •9-/ IT p 1'/", .by ;:l•l 'i4 V cI.(bZ)')' /, ___________ çr, 1Ql,a?'AJS19 1g. 6-7)i r 0 0 a)c2,' ft ,Q-,Q p 0 ,2 PAPPAP $7? (,-p9/)-) O-,227 0• '7 0 set " oa/Joe,?,*: ? • 0 0 cp' / 91ct?y • /..0Ni33HS 0 :jNj13 6--'3JLVO AS :j'j anvA ION SI 3NflIV di3flOOIid3N V 0N aoravj.s 03b iciVNoIs ANVdOD V agIVROMODNI 11 siaauiu vnptu NOOIH UMY SVI4JOHI '3991fl18N13LS NV38)$n! OIWA 3001 SNOIAV1fl31V 3311 ON 3 • o - 4: .r•: 470-04 Cf,1 "POeJ("°/c. NOTICE CALCULATIONS TO BE VALID WAfBEAA STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGNATY01v IN RED INK. INCORPORATED ST&B.JOB NO. AREPRODUCEOJ,A1UREISNOT VALID. PROJECT: P 0 eylow OATE: DATE: CLIENT:______________________________________ SHEET NO. OF 44e Akl i 1r., At 1Y, A - J'..,JI._ i2é/. it' s'r 4-1 fli'tu/$ / t/6PdfW&J. .J1-'To5,'IrA2 o't ii LorIfri& _/?A7Cr 4- ri-i L)AL.j I to ; .r c4 II Z.a oc !4o '.C . IL (IL i(.Q 7t '3oo =. -s-1 4oLI, 15 )(72/z • L = (çfin.o v (4:'z+ 7") : 1O,. M - Q =4041,155 =40 401, 9/78 NOTICE . CALCULATIONS TO BE VALID WAfBEAR STEINBRUGGE, THOMAS AND BLOOM StnituraI Engineers A COMPANY SIGNATJWIN RED INK. . INCORPORATED ST&B.JOBNO, S14e7 ,AREPROOUCEDJcATURE IS NOT VALID. PROJECT: / 0,: . . 8 4 1L#I_DATE: '/'2/'Z DATE CLIENT _____________________________________ SHEET NO.A- -Sl OF AL MN w - ---•--- .--- A L B RI R2 MA ML MB 85 -. BA H' PB PR -I '0. 0 43.3 0.0 12.7 12.7 8.8 137.3' '0. 0 549.2. 87.9 127.0 0.66 000 -2 .7.0 50.3 8.5 32.4 33.0 103.1. 129.5 120.0, 518.0 119.7. '27. 0 27.0 02 .000 -3 00 373 0.0 97 97 8.0 81.2. 0.0 .324.9 67.6 ' 0.37 .0.00 8.5 50.3 0.0 34.1. 13.6 120.0 158.3 0.0,. 633.2 121.1 30.0 0.05 0.00 TOTAL-BOARD FEET = 3608.1 DEFLECTION MN DR DL D8 L.. - " 4- 0.00 1.75 0.00 ,, os Us, oo 1.30 0 00 9-4 -0_441__5411_00I4,_V MN A L B RI R2 MA ML MB BS BA H Pb PA 0.0 43.3 0.0 12:7 12.7 0.0 137.3 0.0 549.,2 . 87.9 27.0. 0.66. 0.8 TO 50.3 8.5 32,433.0 103.1 129.5 120.0 518.0 .i197 27.0 0.12 0.00 15 7 0.0 33.3 0.0 9.7 ' 9.7 0.0 . 81.2 '.324.9 . 0.0. 67.6 21.8 0.37 0.00 . 8.5 50.3 7.0 ' 33.0. 32.4 120.0 129.5 103.1 518.0.. 119.7 127.0 :0.12 0.80,: 0.0 43.3 0.8 .12.7 12.7 .''0.8 137.3 0.0 :42 . 87:9 27:8 8.66 0.00, TOTAL BOARD FEET = 4396 38 DEFLECTIONS : MN DR DL DB 0.00 1.75 0.00 I '2.c ('V/i) ' ,. -i 13 1.05 -0 12 8 00 1.30 000 I 30 sI. PW -0.12 1 05 -0.13 -1 oc .-.0.00 175 .0. 0.0 I7cc.L - - z (ZYz) 'MN ' A L ' B Rj R2 . MA ' MI. . MB . 85' , BR ' H ' 'PB PA I- o 0.0 43.3 0.0' 12.'?. 12.'? ' ' 0.0. 1373 ' 8.0 549.2 87.9 27.8 001 7 0 50.3 8 5 32.3 31.9 103. 1 126.5 115.2 506 0 120.2 .125.5 .0 .91 0 00 011 376 00 111 111 00 1046 110 4186 766 248 029 080 I.'4.0 26.4 8.0 26.5 7.9, 56:5 46.5 0.0 225.9110.0' 22.5 8.88 8.30' - TOTAL BOARD FEET = 2960.63 DEFLECTIONS: .._J.1tL,......DA. DL . DB 0 08 1.75 0.00 I i7x I -- -0.10 1. 11 aoo '1 Y. 1.7 (i3/4) -. .• - . - _12... 0.00 1.45 0.08. ' Z,t (iIA)' 002LB R R2 MA ML MB -'B'S. BA H PB PA 614. 0.0 43.3 8.0 12.7 12.7 0.0 ' '13.3 . 0.0 549.2 87.9 •270 '0.66 0.00 . ' .. 7.0 50.3 0.0 33.'5 13 6 103.1 158.5 0.0 6n34 1 118.5 130.0 0 06 '0.1 08 TOTAL BOARD FEET = 1926.54 Ii ' DEFLECTIONS: Of 6c.43 MN DA DL DB t4 0 Oci 1.75 0.00 i IN b -u:< 155 eee - 9/78 MOflCI _S•• CALCULATIONS TO BE VALID IM6BEA0 STEINBRUGGE, THOMAS AND BLOOM • Structural Engineers .. S. A COM!ANYSIGNA1$eIN RED INK. INCORPORATED . ST&B.JOBNO. 9/- /2') AREPRODUCEOS3$ATURE IS NOT VALID. PROJECT:_0.. ___. BY: Q11-'4'1 DATE: 555DATE:. CLIENT.: . . SHEET NO. OF______ kJ .4- lot '(Icc') _C414 rz, : ...• .: .. 4 =.4.c . 1sq-z (tt 7-I,- '04. 411. Ic 40/1'Ac 0 j oi)(2l7zo I "?L. B (o'X.') (4460 = * Rr. . t-i .' . 4 (& V7 1. .• •, . .r' ... -. a w 4c tqc,) - Uj • . '. .... . , .. . . S. C OL vleo r : OL t7V = TA ot . . II,# - . . . . . .. . ., . . lis p Li A .LtS . ,: c, 4 . 7 . • r4. YV7 • SE : L1')[.7 .• . ., . 4_ 4 =o ' ... • : ___ . :. 9/78 , S ., '3 4 ( L OX7 '&) . • . : . •, '• NOTICE CALCULATIONS TO BE VALID Wd66AR STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGNAT$E IN RED INK. ST&B.JOB NO. 61 187 AREPROOUCEOJATUREIS NOT vALW. PROJECT:--,.O. - ______DATE: DATE: CLIENT:_____________________________________ SHEET NO. A_OF_______ I - 71 t4JISO • op- _C"- Go z 4 : ,' - - 4*70, L X q (.0 4,/.2, 4 x I "t Co + ,6,xpL %(t9to')(1 c4' Uj 48o =(474)f LU H ! .• • • H rZocF 34. • (AJALA... _I:14) • • S - • .:' • Li = : (SO - 5; • /I g 0/i(a l. • • S C('2#,&)(tct7vô •• •• • . 2 '84(I8yt0'(o) - 'S S • • S S : -: • S • - - -. • 9/78 . -r 1, : 1T)I/> F.44 I 7-11A • -• 22. P NOTICE CALCULATIONS TO BE VALID STEINBRUGGE, THOMAS AND BLOOM Structural Engineers11 . A COMPANY SIGNAT$e' RED INK. INCORPORATED ST&B.JOB NO._8 - 87 AREPROOUCEDJATUREISNOT VALID.PROJECT 0 BY ______DATE DATE: __________ CLtENT: SHEET NO OF_______ CA £., r 4T = 'v2)2/& 'hZ+ Ott 10) dt.') -- = (7 C 4, 04 lb, - NT uj 2eto o't Lu o3Z0cr It ('o)(4')2(W)17Z& + 4-i4 iE 'ow 302 .Zp - ! q-Vo - a ,• .• . •• •• • H: . • : .)ell, ((.8toca X•.o') •• .• • .• • .••• 9/78 NOTICE CALCULATIONS TO BE VALID 1S$(BEAR STEINBRUGGE, THOMAS AND BLOOM • . Structural Engineers .- A COMPANY SIGMA IN RED INK. - .. INCORPORATED . - ST&B.JOBNO: AREPRODUCEOJIATUREISNOT VALID BY: __DATE: DATE: . :CLIENT: .. _:_ SHEET NO. _Al ______ moo __ L24. -. . ( 40(20¼/ts I 4 i ( LU rç 4'fr7z-o . 34 ui uj cc t,J 4 4 7I 14' S 4'7/ il 7 f 'a ______________ . 43,t' rt,tOS TC'o - 4:74,3 14 ca 4 k,l '24/2I4l 72;z c = 2/4 c)(-74_t7U I ' = P.s . ... . . ,... • -, . . -.. . . . . . •.. ..--9/78 NOTICE - CALCULATIONS TO BE VALID W$fBEAA STEINBRUGGE; THOMAS AND BLOOM Structural Engineers A COMPANY SIGNAT$r. IN RED INK. . . SUBINCORPORATED No. AREPRODUCEOJ$ATUREIS NOT vALID. PROJECT: Po. -. 2 BY: _1' DATE : Ji/ DATE:__________ CLIENT:_____________________________________ SHEET NO._OF_______ 8WC __A•• - _n. F04 -SL . -• TX 14 - I &I 21 4 pbQ-,?xlr. 1o.o = _7 -_.*_•-_.-O .--.--0-...... Qo,o .7I24,O(S'iô) 61 4 - . . . a k'esr vz P24psP (1i/'è 4w a 1co, £J / .iO,uJ :7 o4'ok..- - - LL z1q- fl'/q-et LoJ,4 !(,4 /29 i, =00. uI1. T /, CA 6 &/4&U3 ,00 cL-iGa 2o7 7a a;2J( 1+ . . •• '-, , -zió - )= 14 91 •• • -- - - -• 0 (/') • • •. 2 2i)/ ,s — :• . • • 7 Z6 4(L (tooec • • -: • • .1 H= 4 I1. • I LJAL.. - 10 -Z ito • •; • . - £ - 124 __ - I It . : 7,9/ M - - . • ' t -. -- • • I3. • '- C = r 4 (o(v _11V I. 4 9/78 • Y-to - - I - - .• • - •— _•.••_________ • - • ___•__.• -• .• ... .,. .. ...- .-.--. NOTICE ..-_. .. CALCULATIONS TO BE VALID PW66EAk STEINBRUGGE, THOMAS AND BLOOM .• Structural Engineers A COMPANY SIGNAT$r,N RED INK. INCORPORATED ST&BJOBNO.____________________ AREPROOUCEOJ$ATUREIS NOT VALID. PROJECT: - -. BY: '' DATE:/ ...-DATE:__________ CLIENT: • - • SHEET NO. _ 'OF _______ -:. 0, t 0•, 5 , .0 ', • c= '2.I' TA--- Zi.( '2 //zz..c) - 0 -• :' S -: • £/jk! __4C- Isoi 1t7" ,: • , 0 ' -(q'- W ". - 147 -- • • 60651)( ei T )_q.1716 '(-ri 3','i_-v__c) 4-17Sy )( 7(,•) ! 0 'LU 41 - . 4./ ;h . 0 •' " • •. 0 • 0 0 • • 0 • = 0 •' •0. • • , .5 . ____ ... 0 • • • 0 - 0 •• , W 0t -. '" '•. 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PROJECT: V V BV: 'U' DATE: 3/5/2 -OATE:_________ CLIENT:_- -. SHEET NO. .VZAOF______ low 4, 3c ( o )(c) our V V V )C4.. - •. . V -V V . •VV 7j9 . 0 V V V V • • V - V V Wu w 7t(IoV/it dS 'IZ t4w UJ , Lu 00e) A , 6 3: V. - p; 41,'+ V'164 V V V V • V . V V ALoui Itt V V -r / src''ty fl4iJ/ (/mft) -e_OOF' . iT V •V'• V. V VV V • V V (q(14) .4- 11.$C ) -7 - / F1i)t/i'C000 IM 6.9 + it. ;)/zi ' 'z..4J/t , 'io <'t'o V . 9/78 NOTICE CALCULATIONS TO BE VALID M(BEAR STEINBRUGGE, THOMAS AND BLOOM, Structural Engineers A COMPANY SIGNAT$rIN RED ii. INCORPORATED. . ST&BJOB NO. _II7 AREPRODUcOJATUREIS NOT VALID. PROJECT: . .• By: _DATE: _ DATE:__________ CLIENT:_. SHEET NO. OF_______ — . .. . . ._j_o., () R _____ TOTt. . . . .. ., •.' 'bimoff EIC44 COL. -ir, ________ I 'oQ It (,- to IL . &'4SQi4- .to -' . .. .t5 5TO - 4 ous& ii. 4 - u '4. I S - 8 — - 0 '- . IS .. 3 . 4 4 . ,..—. 14 14 cc c. iJcL C 'Z cJU- c MOH tI I 'PA -ro OtJôA c Mc LcO i = ('— 4 2 "' v n k.L, . . .• ..,•. .., . . Fe,.. t(a-l'?. 4 4 ',Q i . . H ....... . ., 1.ttOo Zc (11 ettZ)/2,1' t77-..çj ZA S;i, 95, 1 I L31 + Go. , ''9/78. NOflCE CALCULATIONS TO BE VALID MS(BEAR STEINBRUGGE, THOMAS AND BLOOM Structural' Engineers. INCORPORATED '. A COMPANY SIGNAT$r IN RED INK. 2 ' ' ST&BSJOBNO. -32 AREPRODUCEDSS$dATURE IS NOT VALID. PROJECT: S , BY: 120i3 _OATE:i/41&t -DATE: ._' CLIENT: ' ._. . S SHEET NO. 4_OF______ . ., ' 'lo 1 IC f Oo)Z//øcc,. '1io : S/v p 01 OS, 45. 010(24)xI0) 1 _1fZ /2 W p.v&• /••-' _. co r' A . S -t- .1: OrF1 S S ' • . 'à(t5/(i';): 5 ': 4 6IS( ' .; ' cc .7:e 4. • 2.O S - 4.e, S S S S too 1C&c) H HPc r tJp . t(#Z. .5 ' 'Z5,Z' S r b 24- Z4( so) t /Iv2oc,c, &O f"oo /s t oo' I c' 'z Lod c— -rr3S. O,QOo ) • S S " ' S . S 5 •5 5 ' CALCULATIONS TO BE VALID WsfBEAA NOTICE STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGNAT$r IN RED INK. INCORPORATED . . - . ST&B.JOB -16 7 AREPROOUCEOJ,ATURE IS NOT VALID. PROJECT: P 0. ., . NO. 8y:'0121J_DATE: _____115 ______ DATE: CLIENT: SHEET NO._" OF, _______ _7 ro p4--o " '5 : '0 IL CID off LU ui cc I E •-: .• ..• .- • -' - f• - 4 " .- . ' ..,. ' ' . • . ,. . -. •- .5 5... ' . ' . 0'•' .. -. ,-, 0 • ' . . •-• . ' . ,. . -.-- . . 4 . . 4 . . . ' . .. -. 4 •.• ' 4 ... '4 ... .,. z 2 . . . . . . . ' ' . . zx . . . . . . . . . • ' •- 2 4-0 - . 5.444 4 ' .. -. -'- . . ,' '- - '• •" • '' 4 . • - . -. .... -4.. . . . •.. - ' - ' S ..•, . - . 44 . ' . . 5 . 5 . 2 z Z • -. -. . . • - . '• -, . '54 S . . CS I .. ..- . . -. - . .4 • :-. -- . . - 9/78 (c .. NOTICE S STEINBRUGG ' THOMA INC. Structural Engineers CALCULATIONS TO BE VALID S(BEAR A COMPANY SIGNAT$EIN RED INK. AREPRODUCEOATUREISNOT VALID. PROJECT: Po. S&T JOB NO._________________ DATE DATE:S CLIENT:_H SHEET NO.______ OF elvl. ...' ~,ft At 1. I-N t 1, v. 1" 8&601r& fAl I o : .... I .. 1- ,4iU4 ,( I e 2I1 fl*tr • lo('b),/b'4,'' 37 .... . co I /144 j (/ta,c) . .. -- Lu /q( S . I•o•i . p4o't (#LA C) '9);/ =•7(p )qQ 'r '2oCW'o), S • I H t*LtU%.AT1O$ cOITAfl AT P1TA*Y TO e 3SU*$!W05*$L i S'REVEwED Y_ CUENT J08 O WLTICOOTE NOT tOOUCEO 0$OCt0DTOO)*ilI*TI. tWJ - - PtOi UITTII OU$5T QF $ Elnuut0t S ThO5$ t*: rsni* maysa. \j DATE - - SEAR_wnj.,_sc,inuiz s ii.i.B o LT i_n U - - Allowable Exterior Interior Bill Nailing Shear - Walls Walls At Upper Stories 1 —].x6 Let-in brace . drywall with 54 cooler naila 0 70 o.c. 3•()() pj 1/2'S 72' o.c. 7/32 Shot Pins 32" o.c. lEd S 16" o.c. edge & field (Table 47-I UBC)_ *200 PLF .,'. o.c. . 1640 8" o.c. drywull.vith 6d cooler nails .0 7' O:C• 100 PLY 1/2'S 72' o. 6. Shot Pins 32' 0.c. 1645 16' o.c. edge & field (Table 4?-IUBC) -- •200 PLY IAN 548"o.c. 1/2S8' o.c. 16d• 8" o.c. - 125 PLY ::: :;a-c: 5 518W d3?wall with Ed coolèrnai3e jj j • .. 16d5 12' o.c. edge & field (Table 47-I C) ''" 0250 PLY 1/2'S 360 P.C. /2'S 36" o.c. 1645 6' o.c. blocked drywall with 54 cooler nails 4' 0.0. o P1, 1/25 64' o.e. 1/2' • 64' o.c. 1645 On 0.0. ed I field (Table 47-I UBC) - '300 PLY 1/2'S 32' o.c, /2. 32' o.c. 1645 .' <)—/" blocked drywall with 64 cooler nails'S 4' 0.0. 175 p 1/2'S 56' o.c. 3/2W 9'W o0ce: edge & field (Table 47-I UBC) - *350 PLY /25 24' o.c. 1/25 24' o.c. 1645 4' o.c. 8 7/8" stucco over woven or welded 'wire lath w/16 gang. - S S staples at 6' o.co at top & bottom plates, .8ge of shear 180 PLY 1/25 56' o.c. 1/2'. 56" o.c. 16d 8' 0.0. wall and on field *360 PLY /2'S 24' o.c. 1/2'S 24' o.c. ' 1645 4" o.c. -7/8" stucco over paper backed lath w/16 gange staples at 3' o.c. at top & bottom plates, edge of shear wall and 6" o.c. on field (ICB0 Report No. 1823, Feb. 19731 325 PLY 1/25 32' o.c. 1/2' 5 32" o.c. 1665 4 o.c. or (IcB0 Report No. 1318, Feb. 1973)__ Note 4 below *650 FLY 1)2'S 16" o.c. 1/25 16" o.c. 1665 21' Plywood Struct. II or std. ahtg. with 84 nails- 260 PLY 1/25 32''o c 1/2' 32' o e i6o5 6" o.c. 6" o.c.at edges & 12' o.c. field (Table 2( UBC) '520 PLY - IAN 5 16' o.c '1/20 0 164• 3' o.c. Z 1 —3/8" Plywood 8truct. II or std. ehtg. with 8d nails 5 ' 380 PLY /2'. 2' c 1/25 2'oc 16454' o.c. 6" o.c. at edges & 12"o.c. field (Table 29( UBC)_ '76() 1's, 5/8'S 161* O.C. 5/8'S li" 1645 2' O•C• Plywood 2*<) 'o.catedgee&Struct"l2' o.c. field fT 57 able-25M 11 or std ht~ Ith 6d nails do PLY 1/20 0 16' o.c. 1/2" 5 16" o.c. 16d 3' o.c. 4 ()-3/8" Plywood Struct. 11 or std. shtg. with 84 nails S 640 PU 1/20 9160 o.c. 1/2" S 16" o.c. 164 5 21" o.c. 2' o.c. at edges & 12'o.c. field (Table 291 •120 PLY 3/4"9 16- 0.0. 3/4' & 16' Structural Plywood withbd nails • t" o.c T' ' at edges&l2'o.c.fie1d(Ljp5) . - - "t . - . 4)-- " Structural Plywood with (nails S -' o.c. at edges & 12' o.c. field —All continuous exterior footings to have 1/2" a 10' 650x4/3øolt A.B.'aS 72' o.c. unless otherwise noted on plans_____ — - — —*11 interior bearing and non-bearing ftge. to have 7/32' shot nine 5 32' o.c. & 48" o.c. respectively; i.•.: 0..rk #4706'l ICHO Report 1280, Oct. 1975 . 100 PLY' NOTE: 1 • ALL EDGES OF PLIWOOD SHEAR WALLS IlUST BE. BLOCKED WITH 3. SHEAR BLOCKING DETAILS PlOT REQUIRED FOR SHEAR 3m SOLID BLOCKING. . . . . - .. SHEATHING 19 APPLIED TO BOTH SIDES OF WALL. 2. * DESIGNATES SILL BOLTING OR NAILING WHERE SHEAR WALL SHEATHING IS' TO BE APPLIED TO BOTW SIDES OF WALL. MM T(M IA36FER BLOC' - 175 PLY) OR (164 S 6' 0.0., 190 PLY) FOR THESE WALLS. 5 '1 - - -- NOTICE s CALCULATIONS TO BE VALID WldBEAA STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGNA1$e IN RED INK. INCORPORATED ST&B.JOB NO. AREPRODUCEDJfATURE IS NOT VALID. PROJECT: BY: D,V.) DATE: DATE:_________ CLIENT: - SHEETNO._OF______ w - - VIA LL- \/w.&.. \Ju LA-3F- A41-EA TaiA L . 4 'Vto '! Q 7 t4t9 t7V .1o} •• co I .. c — 0, 4.ord• 0\. io1I 37LD 7Z. 114 I2 444 7 / t&/o lb (0 4.ç ii cc 8 0 .121 I4IILI 'Z.4 I 0 •II doo IL.I 4.4. tO - _ .u. c . o 1#uojo 1O!oo 244 5O e1 F V V2O zt..c 4 4ei* & c , to ti0 , 'lI, ,° V •U 'o - 5-7 0o .1(8 10 I 4' 4-4,&,0.;- 51 1.0 AThrU 1TR-t9 0 0 0 Mut-A I •l( (lr t44z.. 0 7 • 772- 0 q z ( • - 0 0 • . 0 113 ----------- 9/78 NOTICE f CALCULATIONS TO BE VALID Wjd8tA4 STEINBRUGGE THOMAS AND BLOOM Structural Engineer's A COMPANY SIGNAT$rIN RED INK. INCORPORATED : ST&BJOBNO._! -/87 AREPROOUCED&ATUREIS NOT VALID. PROJECT:—p0 BY: D,uJ DATE 1/62 _-DATE:__________ CLIENT: .. .. .. SHEET NO. _OF_______ Fcc___C1f-p. t) '/o5€tJ Q Lj X 12) 'I/44'Q (()fl Jit J4N) : . •. . ,.. S4. £bJq- .'Zo -b -7 OOOo I 33 (To.SL -6 5 I .. l. . i2c)I' uj / LLJ uj ,', (/JI,m_pk /'2'c i,ó9' —oi (.43S) .:. N R'z(Au— _/4" 14 (2) elo 4. 7 to J< CC'1) T7E rx zn I)r Roe nr,0 L d sit____coJr - !gQO L1,JE.. It /j Z/2y ul !3 T L# ( nt/8 Sa 4!? its __2- g o&)1 *tt1c' aies) —í fLcoAL4iJ/. :9/78 NOTIC1 - -- CALCULATIONS TO BE VALID WSfBEAft STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGNATjWiN RED INK. INCORPORATED ST&B.JoBNo._________________ AREPROOUCEOJftATURE IS NOT VALID. PROJECT:_____________________________________ BY: DATE:. -DATE:_________ CLIENT: SHEET NO. _D-4 ______ bc 1OL)O iei< u.Je malw 12iJo i1. 0. 7e7 : -. PA 25 m <G> e, LU .." ___ - - 4(i -r Lt ie. - 'I T Uj 0 •) N.L:.'( : ° j2iyw,, ,1u4t i)4e -r :t S -. Cr 06 U S615 1q1C I! A/WALIC A-14-1 A- Olt- -- (i'sit J4C$ S. • .. - 491Ud"" •• -Z4c '••• 0 0 > 0 - :.1-= j7c - 0 oQ 0 0 0 0, 0 0 • i 00 0 IS flt')' - - fl 0 'lc I'?_v'Z,3., -•Of ç /&C /0 (0 srq-1.J7) W • - S1=500 ' 1. Sc o 0• pp Pr- / 4.I .. • -. )=74 Ski 9/78 NOTICE CALCULATIONS TO BE VALID STEINBRUGGE, THOMAS AND BLOOM. Structural Engineers A COMPANY sIcNAT$r,N RED INK. - INCORPORATED ST&B.JOBNO.ÔSL? A REP RODUCEOJI NATURE IS NOT VALID. PROJECT: . S BY: fV) DATE :4'J DATE _________ CLIENT __________________________________ SHEET NO. D4A_OF______ ALr ,/tA7 f,4t-1ees 1 17 .. . 0 4'J .'..T±T . S Do " U Op uj ui uj A S . 'S 'za OL lb JtL -' (ALr /I4t1') S ..; : ' (L-STS33/3 to \- - o.4 (IA () 1021 j': J. S - ---- 4.z / • S . .• ' - 17 ( 11A 04 Ar 440 I,. 9/78 -- NOTICE - - - CALCULATIONS TO BE VALID STEINBRUGGE, THOMAS AND BLOOM Structura' -Engineers A COMPANY SIGNAT3JIE IN RED INK. - - INCORPORATED - -. ST&B.JOB NO._ I AREPRODUCEOJftATURE IS NOT VALID. PROJECT: S7A).t ______DATE: -DATE:__________ -CLIENT:_- : SHEET NO. 2f('r'-_/fZiQ ,-1 r•j) : P\ . :- (Uo) - Q "tO '.sJI(o,'I -140 v 3l Lu (too ®• S (7-o) ••. - S ••.0-t1-,2 ______ '5 UJ uj Z A H S .. S -ar- (Cft') ! H QIL o4A6 ,. oo(it,i) - 0070' AC,1JL- Or2-L C)TE4 .bU1)T)' - • - S S S - .. I • . -. 9/78 NOTICE CALCULATIONS TO BE VALIDwSf1IEAfl STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY sIcNAT$r IN RED INK. INCORPORATED SUB JOB NO. AR(PPODUCEOJEATUPE IS NOT VALID. PROJECT:_______0. _______________________________ BY OZ.4) DATE:' DATE:__________ CLIENT:____________________________________ SHEET NO _OF_____ I4//1 Gi,O€i LA <L ; # Z4 Fb (...ocPnlo J 6pAJ Le, Lo Ni +. ( fflr %) [~A A It 131 '27 a (i Ct$ 8-S 'L fLOOZ 8? 5 :411j IU2 I17 4. cj IOU, NtL — — I7o '. (LJZIy,t.) (Jflin' QU- o.'ç Lb>LLI 't1 fLi 1.. =ti'fl/i U : = 52t (J,I LK LLu frr (1 /1,10 vo ' iooao/ ito 11,5 Ito • .- t •-. • • .• - 9/78 CALCULATIOUS TO BE v 0.- uu i; A COMPANY SIGNAT$r IN RED INN. 0 . asirjós p 8 I I ) ANEPROOUCIDJ(dATUREISNOT VALID. fl T .21 V,.. V U'• ' y:P't.+& !kATE:/)5 t'Z -V. DATE:__________ V - HEIT'NO. DT , H 'ZIT . S 1-... -.--.. .. - ..L7.c, t -7,713 1174'.-. 'log _________ . ......... . ... : '' . ....... 0 . -V--i- Z V _____ ____. ____ V V .-V• V V V VV• ... t ., .. V 47 r1t1' 19.0 I r1l) .'flri trt1 ir:1 -V I fa../ ____ ' ¼54• ___ _____ 1._LI tf ____ ____ QD 47/isi VV 'V T1.b.1.1 •u. !t'il:r 's!: 4J I V ..t:!00 j1 -- V \ 1 • I _______ - -: $- 44-- Rk V .... . F Fi V .. 4_7.4 oq,<I3 LII < I IG ce o VV I •'j• V V ....I.................. I I', .........--.4-t -r'-f V V ................................. . .;. a , V .................. V . 0 •: V .. ' r ...............r V •':'•' I ............................, UAIII 11 A COMPANY SIGMATrr IN NLO INN. A NIPROOUCIaJNATUN1 IS NOT VALID. .. DATE:___________ &&iwtja U1L. SCtUrsE$tt' p . STJ .IL.1? Qw $b1UY.NO: D- ______ CHECK, OFF.4MioUJT. ' - r .... 4 1 t ITJ4 4 -. T --H tlFt- ±*•—.•.••'-.• ........ ,. P'W'L- Sfr1ã?i 4h'G /./.2 9Pf'iZ3h ,2#4/ :....... IR %x her 010 740 . -• j.. .;... \ ...... let 37CJ 44:t,43 K. to I G.A., 2 Af CALCULATIONS TO BE VALID WASfOCAF, STEINBRUGGE, THOMAS AND BLOOM Structtwal Eiineers A COMPANY sscNAT$r IN RED INK. INCORPORATED S -. ST&B.JOB NO. AREPRODUCEOJ$ATUREISNOT VALID.PROJECT ______________________________________ BVAü__DATE -DATE:_________ CLIENT: S SHEETNO.D'Y__OF______ S .. COLOM.-I S A/CC. (r 3) ,or ,2o,' i'/aoL COJEflOJ 006 0" (WIg'2) AM('JI(,Y) CD "4.40 ci I5 A.= ( i -) P4 o41Y'if_! =1fl"" Go S S S S tS (tS LO4t t30r RQQ_ uj • + sto 4t) (. o + = H -'i LfloiJ CcxU'— (k)h'YY?(') Ai—( (i1v'2.) O/'oYe) S .. :. .. H! Pbf = - o 'f8i4 '.(42"3l 4F+ -? lii p -UL) LOTW • -rt 4/ 7) 9/78 NO TI CE CALCULATIONS TO BE VALID UldlICAR STEINBRUGGE, THOMAS AND BLOOM Structura! -Engineers . '. A COMPANY SIGNAT$r IN RED INK. I . . . ST&B.JOB NO. AREPROOUCEDAtATURE ISNOT VALID. PROJECT: 0 . -, BV:Th?JJ_DATE: ,,-DATE:__________ CLIENT:_._- SHEET NO. DIo OF A511-S6_DJ &rzo J' 0 - . •- . ___ ___ BASE i -- = .OI/7 . - . Th= .. .• I& .804 11,O4-)/' ' 4.8' ot/4 t = = . - L r •.. •. Lu ui ui jI,o4. (24_43) ... -.. . .. .4 , - -- ' - .. -,. . . ,.. .. . • -. ..',',.''.*.-. . .' .3 • ...•-.- 4- -1 ..-'' .,._.4,..i.,' •..% . - ...' p.,.. . ..•. ••'-.---...-, o o . -. -," . - ... . •,.. . , - . . - .. . . . . . . . . . . ,-,'• ..- -, 4. - .. . -.1' - .. . . i- ..... , .....'- 4 . . . . .. ........'-. ,,,, 4 4 4 9/78 '/1,5/82 -'9:16:43 *** SYSTEMS PROFESSIONAL PROGRAM NO 10 '.REV 006A & REGULAR RIGID FRAME ANALYSIS PALOMAR. OAKS STB 81-187. FRAME TYPE 1(BLDG A) f S. ALL INFORMATION PRESENTED 'IS FOR REVIEWS APPROVAL; INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER COPYRIGHT BY SYSTEMS PROFESSIONAL. 1974 INPUT PROBLEM DESCRIPTION NUMBEROF STORIES= 2 NUMBER OF COLUMNS= 4 MODULUS OF ELASTICITY= 29000 00 NO OF LEVEL COLUMN GRID STIFFNESS STIFFNESS SPAN OF APPLIED AT WHICH . NO. AT WHICH OF COLUMN OF BEAM ' "BEAM: TO MOMENT, JOINT OCCURS JOINT OCCURS BELOW TO RIGHT ,. RIGHT . :..'. P 1 1 104..'00 63.00 . 22.50 0 00 140.00 . . 63. 00 '1 .,:22. so ': 0.1,00, 1. 3 140.00 63..00, 22 50 0 00 P 1 4 104 00 0-.00 0 00 0.00 " 2 1 98.00' 18 00 22.50. U tiQ 2 2 133 00 18-00 22..!50 . 0 00 2 .. ' '3 .133.00 '".18.00 22.50'. .0.00. 2 4 98.00 0 00 O.-O0. 0.00 ,0 •' '4 '4 ,• 4. H FLOUR LEVEL APPLIED FORCE . HEIGHT OF STORY : . AT . LEVEL BELOW LEVEL '. . . 55. 00 . . . 11.50 2 '• , 20. 00 ..: 11.50 . . NO. OF NO. 'OF BEAM ---- -- •----------- ----- OUTPUT---- --------- -------- LEVEL COLUMN OR '. FEM LEFT FEM RIGHT SIMPLE,BEAM: SIMPLE BEAM AT AT COLUMN FOR BEAM .FOR BEAM . SHEAR LEFT' SHEAR'RIGHT WHICH WHICH .FAR SIDE NEAR SIUE FOR BEAM. ' '. .' ' FOR BEAM JOINT. JOINT, . FOR ., FOR , '• FAR'SIDE NEAR SIDE OCCURS OCCURS - COLUMN . COLUMN' . .' FOR COLUMN, FOR COLUMN 1. 1 'BEAM -13. 13 13.'13 3:50: ., . 3 50 1 2 BEAM -13.13 13.13 '3.50 . 3.50 I .' .3 BEAM -12.13 .1:3.13 .3.50 •' 3.50 12 1 BEAM '-20.62 20.62 ' .5.50 , 5.50 2 2 BEAM -20.62 2u /2 5.50 5 5o 2 2 BEAM . -20.162. 20.62 . 5.50 .5.50 TYPE W A 6.00 7.00 . 1.00 6. 00 ' 7. 00 1. 00 , 6. 00 , ' 7.00 1. 00 D, 10L 600 1100 100 6 uu 11.00 I uo • ------------------------------------------- NO. OF NO OF BEAM FEM LEFT FEM.-RIGHT SIMPLE BEAM SIMPLE BEAM LEVEL ' COLUMN OR 'FOR BEAM FOR--BEAM SHEAR LEFT " SHEAR 'RIGT AT WHICHAT WHICH COLUMN. FAR SIDE NEAR SIDE 'FORBEAM'. FOR BEAM JOINT JOINT FOR FOR FAR SIDE NEAR SIDE OCCURS OCCURS COLUMN COLUMN FOR COLUMN FOR COLUMN .1 1 BEAM . "-13.13 13.13 3.50 3.50 1 2 BEAM -13 13 13 13 3 50 3_50 I 3 , BEAM '-13.13 13.13':: '3.50 •.• ., .3.50 2 1 BEAM .-20.62 2u 62 .5 So 5 So 2. 2 'BEAM ', -20.62 '20.62 5.50 '•''.' '5.50 2 . 3 BEAM "'-20.62 , 20.62 :5:50... .. .5.50 1kAIRM -ZU . . .•, I,.$') . •. PH OUTPUT MOMENTS SHEAR ON EEAMS AND COLUMNS .• '.• ... . .. COLUMN LOADS AT ALL LEVELS. OF THE FRAME COLUMN ROW NUMBERS ,. ' J.ST 2ND 3RD 4TH 5TH 6TH AM MOM. . . . 11 6' 9 1 50 5 7 7 47 2 U C) C) C) U C) C) C) LEVEL NO. = EEAM' SHR. .-: . . . . . .., .. 2 7 : 2 7 S. i : i. 7 ' C) C) U U U n U COL. MOM. -11 .9. -6n -5.3 2 -'-47 U C) C) C) COL. SHR. C) 5 - -7 -4 C) U C) C) TOTAL STORY SHEAR: " -20.0. . . :...... " ............... ... .' . 2:7 '11.: .11, ? . '7.' : '.0.0 ,: 0:0,': COL SHR. -0.5. . S. 7.-'.4 4 .' , 0.0. . .0.0'',.. COL. MOM. . . .. . .. . . . . . •.. . 17: 0 -3:3. 4 -32. L : ' C'-) C) MOM 15n 7 16' .2 1 9 1 155 4 1. 8 7 ;(1::74 5 ) U C) C) U C) U C) :.EA M SHR. EVEL NO = 1------ . . .. . . -In 6 6 2 . 1 16 1 - .. U 4 17 4 . ) C) U C) C) C) C) COL. MOM. ' . ' . . . , . . . . ' . . . . ' . . . . . . . •. ,. . :167 3 1 ' -170 COL. SHR. 22. 2:ZE -14 C) C) C) U TOTAL STORY SHEAR= -75 0 CCIL. AXL'. -7.'9 19 16.25 4 /. COL. SHR. 14.6 22. ' 22.", ' 14.9 .'' ...0.0 0. C) GROUND LEVEL MOMEt 13 COL.MOM ( . .' (:).c: '0.c) '' C.C:) / 7 "p OUTPUT cUNTINui:tusLy STORY .DEFLECTIONS AT. ALL LEVELS OF THE FRAME ' 0. 69 ' 0. 95 , , ' . . . •: ' ' ' , ,, :.. z h)(+ 4()3 iT (bTLtTIOrJL. . . ,0 •0 44Pt.c_M LA WT '' c C.H JL -4 M1 -__%i 4j.1 > 'ii1 O D _RVIL)/fy4! 9/78 ROTICE CALCULATIONS STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGNAT$P IN RED INK. INCORPORATED ST&B.JOB No. - I 1 AREPRODUCEO2ATUR( IS NOT VALID. PROJECTS . BY ~ ' DATE:/I/ 0ATE:_.. CLIENT: . - SHEET NOLOF______ -fl LT- UP Ck__AJ4LL,_oAr- __-HëC. . (ZF PA'.e-.rvuJ P9oL 4PPtiw 274 sAO rLLOu) OOv- .J-Iq7f . •-b rp-1) L cpTRI4L. V ' h UJPF THI L1JSS 7-1 7 cob 4.fz.&OV90 1 ft1I' uj c. / .41)19 [I.4 +.v )Ljr 41,0 L'1. 4 n uj _ 100 '/&j& I"l'o IATeiZ4L Sez,v1IC. . 4J A1 D'O T1O) EE <w'> Pu CPPb 'P6 ,s U . . o.qo _z;oPi4 A •- . . 0 fc.tt . 0 - 0 ax.. F1h+4 5.f . 0 • NOTICE CALCULATIONS TO If VALID WjSfBEAR STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY IN RED INCORPORATED S - ST&BJ08 NO._, AIIEPROOUCEOJ(ATUREISNOT VALID.PROJECT: -- BY: LI4ATE,2P/P$/4 DATE: - CLIENT:_- SHEET NO. _OF IA TILT-UP _A/ __oAHCc R . PA R0 Oktxog sA0C "1oui oo- J#Jc :q 41 I V cPTRI4L b THIcILJtST, 7 ç1z Z, &,o, OJ 2 - E• v -A S In .60 c 32)5 III:. 0 la c Ti ING fA foo L. 7D O.KZ/j..# liD - .[I.4t) - L L L j41D i( 'Z41.t 5Pz j1tA. c;( j X 3'u I rciaAt, &LJY1 () T1o')J)1LO1Bu ZZ P P6 I-.--: I S / •7 -k -•• P FLA/4' S - 246 -; : - - •• •H. - - Ie (Ph iAcl)(Jc - S - - - - - S• - -. () tT_L Em T' 0 A)t. -; t-.LtU-C)PAu Wi c _- Oil _- - • S - - - -. •Mh > (2-.V1t&)A5 f(j.ø .- 9/78 N OTICE V - -V CAL CULATIOWS STEINBRUGGE, THOMAS AND BLOOM - Structural Engineers A COMPANY SIGNATyswIN IEO INK. INC00T ST&BVJOBNO. AAEPAOOUCEDdATUIE IS NOT VALID. PROJECT: - ....L BY: 9ATh: O DATE: CLIENT -- SHEET NO.OF — T)T-UP CotJr- W 14Lt, A x, i L OA POO - sAoc oc'v 4 jJ lq7q V S71;,T , h4 s ,vii h J WC Tk! LJS 7- 0 to _* Jzç J4MiJ V ( V •• - V Yl Ii . . (. uj V jz /111(1 )' Io/) V V :VV V V -•' V J:1hu i7.t:; •. VV V S V : .1 1 V u VEI4 *L)V1_ -f-I.(I.!)EJ VV• - V - V V - V D IV7O V_[,4 V 1 ij 4(go V - V LL.L2 kO) ' •V/L2D Pu z. '/ Ui F (A L i)) 4q44 , v2z lii V 4L- SeLry1I . E 'th 1-tA7 ['7s' I<Ej ,040 (4) ZI <,4.u'> 'P Pb P ck -/-5t VVVc r L I V V V V 4 o,lo_ FO G f-t- V V CV o"__ir M h (Ph4A-c)(C)-Y) ! r -I e V -V. tVLtTIOtJ _L A40 VV V M ) V V V • •V • V, --;(,.I V V "° V () C,HV- _ V V ••• V V V V V V• D •• V - V V V - - V c __ 9/78 0 z 0 I.— z Ui 0 1- -- - NOTICE CALCULATIONS TO BE VALID IM6BEAR STEINBRUGGE, THOMAS AND BLOOM Structüial Engineers A COMPANY IGNAT$r IN RED INK. INCORPORATED . - - ST&B JOB NO; AREPROOUCEOJcATURE IS NOT VALID. PROJECT: . S . BY: LV_TE/_ _DATE. - CLIENT. S SHEET NO. OF______ it1I _rià j/2,nir 5; ail I4'lo. iS _\IS, 5 5 J • w •.. ••• x!: ws 11o:: . ••' \(\\ V N Al I J 9/78 11'v . • NOTICI r CALCULATIONS TO BE VALID WsfBEAR STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGNAT$P RED INCORPORATED - ST&BJOB NO. I I2'1 A REPROOUCEDJATURE IS NOT VALID PROJECT:-.:,________________________________________ 13Y i1- _DATE:__________ CLIENT: • SHEET NO OF_______ S. :. 02 o 0 00 0 An (44( (')v j.1'• •. ,* 0~, ~7,vlk rz-iri : •. S. _• Zi I L4 NOTICE - - CALCULATIONS TO BE STEINBRUGGE,THOMAS AND BLOOM Structuial.Engineers. A COMPANY SIGNAT$e IN RED - INCORPORATED - ST&B.JOB NO. A REPROOUCEOJIATURE IS NOT VALID.PROJECT:_________________________________________ BY L..4éATE/1 ,.-DATE: - CLIENT _____________________________________ SHEET NO. OF_______ 46 tnrdr&#lon I'll NOTICE CALCULATIONS TO SE 1ALIO68EAR STEINBRUGGE, THOMAS AND BLOOM, Structural Engineers A COMPANY .sIGNAT$r IN RED INK. V ST&B.JO8NO._.11 A REPROOUCEOJcATURE IS NOT VALID. PROJECT: V• - 8V:L. ATE:A_4-_-_ _DATE: - CLIENT: -_-_V SHEETNO.t _______ V T-----:- V _V ••• V . V Ioi' ç .Uie k2 (4ivii - V V .. V -. .V V - V .4V 1] •VV ,• _ i/ ° <tj> x x . (l1 lç') -fr.JIIt V • VV V _____________ tAn12'l r1 1042) V. ! I _ - c 44'Oi4' KAI i 41D0 (t41i(j)141 -i4.' V V: V• II • •V - fl ,kii ALI . . . - . - •V V V V • V V V tn V • . . ' .. 9/78 NOTICI S -: CALCULATIONS TO SC VALID Ieg18EAJ STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGNAT$SIN RED INK. INCORPORATED S ST&B.JOB NO. ________________ AREPRODUCEOJATUREISNOT VALID. PROJECT: .44 BY: 4011d DATE: -DATE:__________ CLIENT:______________________________________ SHEET NO. -7 OF C/ e i r4 L l4Jf 77/J/JGr5 5 5;• _ S 4. a '': _ .'r-cit/es Z8I (? 1o4i2' — ca - .5 ..d-6 = 1i'-0 ((L'") .. S. e,' D(. : f = :•• /( 'ZZ.\') • Poe - >. = ;,7•(I4,4 X QD /t&) 5 w 5, uj o- 5 .S > SW ' ': a 9 — '2o A 0.7 — 12 (/5w '2 )/-2 144- 0.11 • S • I = S. 4!t> A S. . 1 . S 09 ' 4O to = '7 'Z I] .17 ic [ii y 17 = 4'0 tlu(t77) .L i: •-r' 1- I & • & 1 IBM - .5 F S •... ...:: S oce;) S .•QO•7) •4 —l14?6 NOTICE - CALCULATIONS TO BE VALID 6 STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGNAT$r IN RED INK.INCORPORATED - ST&BJOBNO._____________________ AREPRODUCEOJ$ATURE IS NOT VALID. PROJECT: • • -. 8Y:04/JDATE4/2' -DATE:__________ CLIENT:_____________________________________ SHEETNO._OF_______ • • / I. A-` 2 •• -,: , • e,Li< __ - ,4r4J L_Ec& 'I A 0 co 2 4 • . /'j • • . £$. SE, em&> 4 :-00 -. =1/I s . .1 • : - •fli" : • •• H-• • Uj ' o . • Uj CC • • : _ • • •. • • -• iE = c2. ,) - •, II K. • • • . 22 //(/.Ca(o) __ -7 °O--. • ,'z) - : • • - - 0___ 4 S - — S S •• S • • • • - - S • i -(/D ___ - - cr7 J :_-'- S -• _'i-! NOTICE CALCULATIONS TO BE VALIOWdBEAR STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY. SIGNAT$r IN RED INK. INCORPORATED SUB JOB NO. A REPAOOUCEOJfATURE IS NOT VALID.PROJECT: 0 BY: DA DATE DATE: CLIENT:_____________________________________ SHEET NO. 1?__OF AJ46 ' F-cajjruc Ay IA-L e14 r -----; /200f ) /4 (4)Cal 1, . ....... uj -j .4 /\ 0 .7(l.4+u7L+.(flf) . .: .'. =10 II L .1t.4(t4Z)+ l.1?(#')] = (00co, co 42, . . uj CosaUJ ul cc PQ = 4 t +(_C_ + lO =PU = = 1.I1(o) H c4/L N -00 +Z,t10][i_ '%3 00 o — 'Zso% eQ . Mm s = ~(c-2)t 4(13c 0 . . 0• 0• = 0 0 / 0 L 1o'()2 ~ 0 'I18+t +4 = S 9/78 81/6 2. 'C1(T - cI') -* = P/ ':° :v , (°1'I) lz OQ I2III _ so fl C. c el t 71 16S O'ç fl m m :V -A 0A 1. 1) 3 so to p CD = .b95 ii d J-.L 1. .1 ,9:(O = ,s L'i-t i)_St.' (M'/4 7(''I)sL 07, =;p _.(. /' 1cvJ -0I.:;ON i33HS :jjsJfl3 :31 _______ - 3.LVO -Is? 0N aor81is U31øOJI °NI 03 .V1VNOIS ANVdNO3 V SVI4OH1 13991flfflNI31SlIV38 FM alIVA39 OX - - _.- • - .• . -- -. .;-- - - NOTICE CALCULATIONS TO BE VALID WAfBEAA STEINBRUGGE, THOMAS AriD BLOOM Structuril Engineers A COMPANY SIGNATJW IN RED INK. INCORPORATED ST&B.JOBNO.__________________ AREPRODUCEOJATURE IS NOT VALID. PROJECT _ BVPDATE .DATE:__________ CLIENT: -' - - SHEET NO. AII_ 'OF _______ 4( _c'_s'. -. ,04 vi: cA1 I L oc 5) " /..-.- (._—/(#o ' VRZ o DIC 4,0 4-14 -X. o , ----------- - si( rflj) 71- 0 _Iq__4f 4 cc 8 fl'i° piv-z. A.5 uJieozi) ,'2'i.) yi,i'i)4 ai Ad c-.O 7o -r 46011 le 06 - + PJ (00 '20" - -, = -- - - 0 - — .. - - -- .(.)/-).( '• V/ )-4. 9/78 - •Cth&1 - NOTICE CALCULATIONS TO BE VALID WjdBEAR STEINBRUGGE, THOMAS AND BLOOM Structural Engineers V A COMPANY SIGNAT$r IN 'RED INK. INCORPORATED ST&B.JOB NO._i IP 7 AREPROOUCEOJ4ATUREISNOT VALID.PROJECT:./20 BY 0'"DATE DATE: CLIENT: CLIENT: V V SHEET NO. OF_______ VV V .VV .. I Co&/r'c' 14 .510 ,2s FL#%) gi 4J/E4 t,JrL Ar i2 co 1. 4(c.) /7( /6'o = Lu (i ) t/,70ao dI to 4ot( 4 /0,7/ V co V '' oo V •V •VVV VV V V -_,00('I) -S' /9ie?OC1it2i cokfr e q&ICi 4t uJq 4(44) 4-17(11_o) U ='' P(/i ZU = iS P11t S V V V V eô)i- eo - V V V V• VV 3z V V - V V V ., V. V• V V V V V V•• V .VV%. V - V V V V V V V V V V V V V VV. V V V V 9/78 CALCULATIONS TO BE VALID IMI%(BEAR STEINBRUGGE, THOMAS AND BLOOM •. Structural Engineers A COMPANY SIGNATJW RED INCORPORATED •.: ' ST&B.JOB NO._7/1 ' AREPROOUCEOJ$ATURE ISNOT VALID. PROJECT: •__• BY: 0&) DATE:?'/f -OATE:_________ CLIENT:_• • • • • sHEETNO.E/ _oF______ ,r ei jg,-)t-- :,toi'- • 1tfJ..L •• LC PLAIr =. ( 8 • • \: • •. _ // ,- 10.9 • • I.5.s L S. + •• •• At C11"(!t5t • 4- 00, j1• • e.,c4r) = As- q/, N,,= \;-4 a,7q&o)J(W_ 2l/j) le, 7 74 7) 7. JJO = . • • S • pT &,.• S.. 4 'n.•c ~t-i(z/ti1 • y7I' L • 9/78 NOflCE 'Ii .•, .. CALCULATIONS TO BE v*uo 111~10dGfAft STEINBRUGGE, THOMAS AND BLOOM Structuril Engineers A COMPANY SIGNATJr IN RED INk. INCORPORATED "ST&B.JOB1IO.) II.1 AREPROOUCEOJ,ATUREISNOT VALID. PROJECT: . 8:L'__DATE: _DATE: CLIENT: . . sHEETNo.Fl OF . Ad,&—minA, A-i 4r 44 pur &Lp.;? hhe, 0 (tl o4'2 l it, 9Jl;i Lf? 1 i1' 44t 1" i' 1 oy0 uj 61V))I .. . . •10. . 0 kl"4 p gi 01 QD Lu iy1(ii) i V" . 4fl1 kZ t6' ' ,444# — iOI 1I ZZ n'iLr it 1't4 'an•. v.rhinj. : V " I'll x-!.I.Oh, I.'2.x -.H -7 • -'6Qfl.i S 1t'"iM .X ljio A0.:. . H •:. . • • • 9/78 NOTICE' ' '- CALCULATIONS TO 81 VALID WsfBEAR STEINBRUGGE, THOMAS AND BLOOM 'Structuial Engineers A COMPANY SIGNA'T9JIrIN RED INK. INCORPORATED ST&B.JOBNO._E41t11 AREPROOUCEDJATURE IS NOT VALID. PROJECT: O. ' BY: DATE: CLIENT:_' SHEET NO. tOF NOTICE -- CALCULATIONS TO BE VALID Wisfil6Aft STEINBRUGGE, THOMAS AND BLOOM Structural Engineers * A COMPANY SIGNAT$IN RED INK. INCORPORATED - S ST&B.JOBN - AREPROQUCEOS AT(iRE IS NOT VALID. PROJECT: - - S BY: £Z4 DATE: DATE: S CLIENT:___________________________________ SHEETNO. OF MUUMUU- S , no&1 / -. . -. 1 - : ', .f?cet lo 5i'C-i fO1t/C 11/ /c/6 P4vr i,tJ,o .€4'sZ 12 iI-rc- €VL. ku Rr. rc; S i - 42iU * It' 3 S ':/t NOTICE CALCULATIONS TO BE VALID MMS(BEAR STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY sIGNAT$rIN RED INK. INCORPORATED. ST&BJOB NO. _________________ AREPRODUCEO3IATURE IS NOT VALID. PROJECT: fo. BY: 12R4J '61ATE:_i/g -DATE:__________ CLIENT:_____________________________________ SHEET NO. ' I( .• __________________ 1 . I • N i 'I-? -z u. -o / • ••• // N. 'S • ' $5. • • ui A >Lu cc c.-'-).:'•. • A S. I. ik fJii wsuii, )/ -S. (o -. ((,I1. •, ' ' '•' •: 14 a-A o: i-('- ir)- I , o ,S 1 ) 4-H C#z-4D7 to pa -. b1c V7 = 07, in 1LI)d1 l9'Z 4 4 I '-4 d F 4 000 It = S. co4i 4-o S A4 .41{vto') • S • •, S y- 4,D 10 (oV 990UIOtt C(bOfl4'1 S • S • /M NOIICE .- . . CALCULATIONS TO BE VALID BEAA STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY S,cNATsrIN RED INK. INCORPORATED -. 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ST&B.JOB NO.c.)I57 •- AREPROOUCEDJcATUREISMOT VALID.-PROJECT:-fo BY DATE ..'DATE: CLIENT.:_. - - - . - -- SHEET NO. K-r OF • { lzcor. 4JtFA L=l4. "&r' (t 6T.flJ 'eZ4 ZV- OR t 14" = uj ,. I 11 - •.,,: o w zz - •. . • • S. * . ... :d; ,• 7 . 4 • . -- . : •' - * . . . • .. - . . I -. 4 ' -O.fl - - I * . - -. *- - --. •1 I • - .- • . -. • - . - ** . •- *-•.-- -I •. 2 w a S . 5*.•_ ,- 4 I . - • • - . - * * * * -, * * --4 * ** . .• ••' * • . .- .- * • --S I'• * 5 •_ I ,• -5 - • 1 * - * I * *5 • * -• - .9/78 t NOTICE - CALCULATIONS TO BE VALID MS(BEAN' STEINBRUGGE,THOMAS AND BLOOM Structural Engineers A COMPANY SIGNAT3 IN RED INK. 0 . ST&8.JOB NO._81- 1ô7 AAEPROOUCEOJIATUNEISNOT VALID.PROJECT fo. BY '3Ji I Ta ______DATE .DATE: CLIENT:_. SHEET NO.M1 ac- C OF- 1. L v1Lo ,l€iz Tb co Gi - Ui - I.•p1-ro ij)( ______ ___ ______ PD. coc oL 4 — vvsw 12 TO W 12 44 to £ 4— f..: ...: 0 . .. -. . . Q rZ o r" - - - C? 0 . 0 . 00000•0 0 ,$ :. .- . ..... . .:- .-, . -. 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INTERPRETAT ION AND APPLICATION BY A REGISTERED ENGINEER . 1.1 'j COPYRIGHT BY SYSTEMS PROFESSIONAL, 1974 H INPUT PROBLEM DESCRIPTION ----- NUMBER OF STORIES 1 NUMBER OF COLUMNS 2 MODULUS OF ELASTICITY 29000 00 '.• -.:. . -: NO OF LEVEL COLUMN GRID STIFFNESS STIFFNESS SPAN OF APPLIED AT WHICH NO AT WHICH OF COLUMN OF BEAM BEAM TO MOMENT JOINT OCCURS JOINT OCCURS BELOW TO RIGHT RIGHT P 1 1 25.00 25.00 21 00 0.,00 1 2 25 00 0 00 0.00 0 00 I t1 4 FLOOR LEVEL APPLIED FORCE HEIGHT OF STORY AT LEVEL BELOW LEVEL 1 410 L4.00 c 'I NO. OF-,N,O.; OF BEAM . . ------------------0UTPUT——---............ LEVEL ' COLUMN OR FEM LEFT FEM RIGHT SIMPLE BEAM SIMPLE BEAM ol~AT 'AT COLUMN FOR BEAM FOR BEAM SHEAR LEFT SHEAR RIGHT WHICH WHICH FAR SIDE NEAR SIDE FOR BEAM , FOR BEAM 4 , JOINT JOINT FOR FOR FAR SIDE NEAR SIDE OCCURS OCCURS COLUMN COLUMN FOR COLUMN FOR COLUMN 1 1 BEAM —14.35 14 35 4 10 4A0'.'.. TYPE W A 600 820 100 OUTPUT OF TOTAL FEMS AND S. B. 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'I .,ui iq.p, V4 . to35.- A<ç ro l • , :' S. • • 4J: 4' ITI rLe nJi1/. i4v3 9/78 . - NOTICE CALCULATIONS TO BE VALID ISI6SEAR STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGNAT$r IN RED INK. INCORPORATED . ST&BJOBNO;_/ I1 AREPROOUCEOJIATUREISNOT VALID.PROJECT BY 0/2'../DATE /-/a.'2. DATE:__________ CLIENT: S SHEET NO. OF Ad4A r — /OC(,(ye i7 10 0. C io -•It, Ait- ]IL —12aqJ7 fZeoFA 4(q.1cø t4,0 LU Uj to(vt4) tec- LU fx 4; --4-o'7 Tb iI tA A047/1I 4, - I ( 127t/4c,') '11Ji.c A1t44- TEL - 0 IA ••S S I'1 4/I0 l t0PI11_ S . . .5 • . . 5.. . .S S., S - . . . • • S .5 . S - . . - 55 -, . . . . - - • S. -. S. . S - S 5 •. 5 . - • - • 9/78 NOTICE CALCULATIONS TO BE VALID WAflI6A0 STEINBRUGGE, THOMAS AND BLOOM - Structural Engineers' A COMPANY SIGNAT$r IN RED INK.' 'INCORPORATED -, ST&B.J06-NO.C3I'Ii AREPROOUCEOJIATUREISNOT VALID.'PROJECT: BY ______DATE -DATE:__________ CLIENT: ' ' " - - - SHEET NO. _ OF'_______ A,tA __i:-'' - = WA- __(o(/'z)(80)( o•J+ CID 4<7So5 '/1 t(Dt V c)4 4 . 'o 5 Ju To 461( - ' ' - ' •, 0 LU U . I, L4oI.- (O /zi. ': --, < 4 -o . ,,.• .#c,C rr_-.iQ - LE5t.-4-_DJC - - , , , '. 4.5Ho/'A1.LTb Ai t-'-i uj cc L&ItU ' w Fn ZE pow d. 10 4j z Aj ' ' ' ?o/,9 (6ot'j$. . t°' '. -. •'.,.-:', Eb 0OUJAe ___ aj•q(..pl-)LwtI).4_- Lri_.. o . ': '' • 0 ' • 0 • ' ' -- ''. 0 •0 -'0'• • •'•' ° IlPi j __)J 4 0.1 it 9/78 - 00 1Q) 1 1 Oer2 t k S - 0 _________ ç - I L •. -. : — ___ viov 11 - • C) ("J4 61 14 Sig G 2'b) + • L 1.L 1s c4) • 2/ J. C, iJ 6 V21 OZ4 1II+ FF VIA= c •. •. •- -• .• 0 - •.: • .* ,• •- •2I —z Vill - S S _.rONi33HS S S - :1jfl113 AS 13roId oIvAiOMSI3fliYplroi'3nOo8d3lv - •. LQT—t9 ON8Or8I9.LS S • • • S U1LYHOJUODNI • 03 NIAøiVNIS ANVd03 V siauigu3 I1U3US IilOO'llI UNV SVPJOHI 'I99fflIHN!3LS IiV3B)MI OI1VA 38 O.L ]3LLON NOTICE CALCULATIONS TO NE VALID WidbEAR STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGNATJW IN RIO INK. INCORMRATM . SUB JOB No. _I Y7 AREPRODUCEOJ$dATURE 19 NOT VALID. PROJECT: BY: 40ZIJ DATE: DATE: CLIENT:____________________________________ SHEET NO. OF R/&i'2 4,16 <L a,ta c.ocm,cJ pJ L, i - 1 (esh 4-M ( ) 0.As +'j /2oo e' • . I- . w (uJ J g y44) t1*. Z11 1,4 191 /$47 #0 1 LU I CL/, k//( yc 4 )P -4 =/o,g 8. . ,p :1%.- .'3((1S'!")• /53o000 • • •. ..:/o'CL.o) .... ....................... .. • - ZOW - • ...• . ...........0 o -o -. .•. 0 •• • 0•• .; . •0 • 1• • • . . . 0•• • . . • • 0 . • • . 0 • zuJ 0• • V .•. 0 • • 0'• 0 . • :. : •• •• • • • '0 • • .... ;:•' ri- FT '.'LH ..1 :1____•'it .•-•c 1 J1 r : 9 : . . .... . . ....... CALCULATIONS TO It VALID *dUA. STEINB RUGGE & THOMAS INC.StuctursL A COMPANY WGMATYW III RED Ilk AJI(PIIODUCEO.*EATUut It NOT VALID I. "DATE:___________ .5- .L:II ,./?7 ..... I.. HE Tt -•- • A :/° .. ________ .. _• ___ -----1• _____ 1 - 44.7 ij—tJJ ev r ./.(t . ._/,'. .....1. ______________ _____ _______ _____ 5'. • - : T • -. . 47 S - I • - p . .. -z.4 4.. ?4 --i---------r . 1' • 8)-.. + • - . . 'I Ku 7 k,41 .010 o ----r -- r &.-ilj - "•ul•-•i' ,4 c:F H ' ..." ,('. ........ . . Flo Ss T F1014 c.yyie,.3, 4 -'- I t .ij f:t::F:1JT.V.tH'L. ;.:..LL • H : . • ' .t.....,. . .i4 i ' .....................................-t;H ......... I i. I-jr • 5 , 5 5 ' 1. .;.. i -i_-i ''t IV 99 vAU_T MAR . & UUMA INC. StllLCtufáj A COM $ PANY GIAT IN R&D . A PIIPROOUCLQ$S4ATUNI IS NOT vALID $&T -DATE: . seey•wo. -. CH Or, OF FR4M6 iaifJT :. ,At 4mT; - - : P'M/6! SHÔW. •J • •. ,%t/SG/,62 Pj6i'JZ. 14 0t st II / '49 010 LrE I 4 -1-1 N 07 w, to y L&)(yZ(, : . . . •. • u_ AV ..AL4"tI ,o 44 .- - 4t&E ...........\3 .,. -9.-- .._ t43 . :n) 1 j o ................ C NOTICE - - CALCULATIONS TO BE VALID WJdBEAFk STEINBRUGGE, THOMAS AND BLOOM Structural Engineers ACOMPANV sIGNAT$r,N RED INK. INCORPORATED -' ST&B.JOBNO._________________ AREPRODUCEOJtATURE IS NOT VALID. PROJECT:__________ BV:0-43DATE: OATE:_________ CLIENT: SHEETNO.R OF______ 0 L VHt./ AAJ&jeST//jM ,I4ç 7-b 4/5c jis go 0, cocr,o 4Oi( j ,I 1. ,5O cf uj LLJ 15- = 42'z cc .H 3o,34c~5J,!hs) = j4.a( iJco( Jc7/oJ - eo 030 (4ee b3ot(C. 74 '.••- - • : jg'II fbi' /3(7 Y. ) I4- = Rao IV - • r fr-1IL) J'oru //7)_'/i(13o) =2.3 4 Mi TI+1< = = R'D )iarJ d.z 'pt. A. 5'IQ1 9/78 3/12/82 - 15 4 46 *** SYSTEMS PROFESSIONAL PROGRAM NO IC) 0 REV-006A 03 *** REGULAR RIGID FRAME ANALYSIS • PALOMAR OAKS STB 81-187 FRAME TYPE 3 (BLDGS D&E) ALL INFORMATION PRESENTED IS FOR REVIEW,-APPROVAL, INTERPRETATION,'','' AND APPLICATION BY.A REGISTERED ENGINEER -- COPYRIGHT. . •. COPYRIGHT BY SYSTEMS PROFESSIONAL, 1974 INPUT PROBLEM DESCRIPTION ----------------------------------------- NUMBER OF STORIES= 2 NUMBER OF COLUMNS= 3 MODULUS OF ELASTICITV= 29000 00 . .fl . fi NO. OF LEVEL COLUMN GRID STIFFNESS STIFFNESS SPAN OF; APPLIED AT WHICH NO., AT WHICH OF COLUMN OF BEAM ' BEAM TO MOMENT JOINT OCCURS JOINT OCCURS BELOW TO RIGHT'.. ' 'RIGHT' P .46w 00 41.00 23.00 o 00 P 1 2 53 00 41 00 23 00 0 00 .1 3 .46.00. :000 . 0.00 0.00 2 1 44-00 14-60 23 00 0 00 2 2 51 00 14 00 23 00 '0.00, 2 3 44,.00- 0_00 0 00 .0 .,00 FLOOR LEVEL APPLIED FORCE HEIGHT OF STORY AT BELOW LEVEL 1 1600 1150 2 830 1 1150 - NO OF NO OF BEAM- ------------- -------- --OUTPUT----------------------- LEVEL COLUMN OR FEM' LEFT. -. FEM RIGHT: SIMPLE BEAM ,. SIMPLE BEAM AT • AT . COLUMN FOR BEAM FOR BEAM ,•' SHEAR LEFT ' SHEAR RIGHT .' WHICH WHICH FAR SIDE NEAR SIDE FOR BEAM FOR BEAM JOINT JOINT . ' FOR FOR ' FAR SIDE NEAR SIDE 'fl OCCURS OCCURS fi fl COLUMN. . COLUMN FOR COLUMN 1 , FOR COLUMN' i- BEAM -53.'67' 53.67 . 1-4.00 • , • • 14..00 • 1 1. 2 BEAM. --53.67 5..67 14. 00 ' 14.00 2 I BEAM . -7. 67 • 7.167, . ' Z 00 "' -' 2. 00...' ' 2 2 BEAM -7 67 7.'67 2.00 2 00 TYPE W / A W 6.00 ' • 28. 00/ 1.00 . fi ' • • fi . fifi fi . * 6.00 28. 00 1.00 . fi fi fi . fl •• ' - .' . 6.00 '4. 00' 1.00 - . ., flfl • fi ' ' *. fl 600 400/ 1. 00 NO. OF NO. OF BEAM FEM LEFT FEM RIGHT SIMPLE.BEAM . SIMPLE BEAM LEVEL . COLUMN OR. FOR BEAM . FOR BEAM SHEAR LEFT SHEAR RIGHT AT WHICH AT WHICH COLUMN - FAR SIDE NEAR SIDE FOR BEAM ..FOR BEAM . . JOINT JOINT " ' FOR ' FOR ' FAR SIDE, •NEAR••SIDE OCCURS 'OCCURS COLUMN COLUMN FOR COLUMN FOR COLUMN .. . 1 ' 1. , BEAM -53.67 53.67 , 14.00 , ' :14.00 . 1 2 . BEAM ' .•-5. 67 .53.67- 114. 00 . . 14.00 2' 1 BEAM . -7.67. 767 2.00 •' . ,2.O0 2 2 BEAM -7.67 '7.67 2. 00' 2.00 - .• . • ' ' . ' .-• .. ' . ' .4 OUTPUT MOMENTS SHEAR ON BEAMS AND COLUMNS COLUMN LOADS AT ALL LEVELS OF THE FRAME ' S. COLUMN ROW NUMBERS . • . . . ' ' . ' '.. .."• 1ST 2ND 3RD 4TH 5TH 6TH 4 - '• ft BEAM MOM.. 84 239 2 r24. 0 10 00 00 00 00 00 LEV..L BEAI SHR 06 34 5 35 0 001. 00 00 00 00 COLMOM -8.4 (33) .24.E NO = 2-------------------------------- --- --y 0.0 . 0.0 . .0.0. COL SHR. 09 -5 -3 00 00 00 S TOT L STORY SHEAR: -8.3 COL AXL. 06 35 3 00 00 00 COL SHR. 09 5 35 00 00 00 COL MOM 86 -279 -19€ 00 00 00 BE LflOPL • . . • ' .. • . . . ' . - 76 1347 7 1175 0 00 00 00 00 00 LE L NO. ------ ---. --------" . BE I SHR. • . - . . . • .• . ' ' . . , 61 219 5 195 0 00 00 00 00 00 COL MOM -66.2 -1 • -97. • '' 6.'o . . • 01.0 . -'..' .0. 0 FI I._'JI. COL, ', • SHR. . .• .. ' ;,' .• . ' ,' • • . . •. . .•..,' - • . '8. . o. 0 -- '0. 0 . . • 0.0 TOTAL STORY SHEAR= -24.3 -' . • ' ' . ..' - , - 'Z4. 4- • ' to.o -5.8 1091 0 '45MIC /M.. '. • • s ,.." • 67 23 0 0.0 0 o -0.0, 58 10 8 00 00 00 GRI JND LEVEL MOMEN S ------- . - ' ' " • . ' - OL MOM. ," -' ' . '• ' . . . ' • .• • . 0. 0 • -0.0 - '-0. C - 0.0 -... ' - 0.0. • ., '0.0- OUTPUT CONTINUOUSLY STORY DFLECTIONS AT ALL LEVELS 'OF THE' FRAME - • • ,. ' '5 0.67 0.89 • . • ' ' ' ' . ' • ,, ' '• CALCULATIONS TO BE VALIOWjsfBEAfi STEINBRUGGE, THOMAS AND BLOOM Structural Engineers. A COMPANY S$GNAT$ HEO INK. INCORPORATED : ST&B.JOB NO. c5/ / 7 S AREPROOUCOJ$ATUREISNOT VALID PROJECT: A'O. DATE: _.DATE:__________ CLIENT:______________________________________ SHEET NO. 6/ OF_______ RIAAet iv Sd-r A-1 •: IT 73'4dL ___-- S •• L H Is's TL LU _______ S • DL • S 4_ • ••• Jp 't -j'c St7,- S •• •. • • •. (Pt) 4t- 614&)"/6 — '/'Z('I7,4 II Uj . •• • '• . . •. At: (D.T - • • S S 'av 3(*Vt)('a&)tTh3 - 3o si 0 • .:' . •: • I. f7 ø..4 14o(317z (.2 U! Y. Coss Hi 'j I.- •. 5 •5 4= r,-3z7 (CMÔPtA— S • 4.— 5 (.3v __I C, . • • S S • • • • S • • • • 9/78 NOTICE CALCULATIONS TO BE VALID IIM(sEAR STEINBRUGGE, THOMAS AND BLOOM., Structural Engineers . - A COMPANY SIcNAT$r IN RED INK. INCORPORATED ST&B.JOB NO. AREPNOOUCEOJIATURE IS NOT VALID. PROJECT . •. . BY OIU) DATE DATE:__________ CLIENT:- . . . . SHEETNO._...OF Cal 5er GO Cm/H - 4- (0 (4/) Z. • 1-7 16 =1,16Y.10'° _ - -• o - 446" i 1o, = c ( 34 ( L - . . - . . 'S •' cc •.;_ -': ... -. LtC) T-1/z C7 (15A. ei c1 '34'' rc.. 10L 1-7 ,jQIO ___________________--. , 5/4 opt -1k AD 'r :11t t . - . ALfl • .5 & 31' S . U! Gr/L '(totio)Q°/'z oo J. vj 506 uj . ••. . . . .5 • 5..• : • . - . 16 - • 4So . •.., t.&F....Z2L1 - • .. '. • . -..-.. '. . . 9/7.8 tIOTiCI ...,... . . . ..... CALCULATIONS TO BE VALID WAfBEAA STEINBRUGGE, THOMAS AND BLOOM Structural E,ineers .. A COMPANY sIcNAT$r IN RED INK.INCORPORATED •0 .. ST&B.JOBNO. (-(87 AREPRODUCEDJ$ATUREISNOT VALID 1016118z i PROJECT P_0 BY D4J DATE: DATE:__________ CLIENT:_____________________________________ SHEET NO. _ 3 _OF lz I/Im ii, ()ItrLfl At1' &'1i,o4i (214")(g-i')'7O - : 434(iir,qo°X ¼ () 87. ••. I... •: = (4 UA 77/3 ') co 1iE4V-l- uj ________________ 24. (ttto")(1to) * . •• 0.7 •- L{ 4f ts.1/g.4r.z (,7_c L4-14 I.. -* • .* .. * 2ir 1t. .jq4 554 ctzw-f ''1oi'J• H! LJ tnzca - • • . * .• . 1.S 4-b " cv -- _ -it& • Z * w . :. •• •- * . • . . t*c1 t) 9/78 NaTI C I — CALCULATIONS TO BE VALID WSfOCAO STEINBRUGGE THOMAS AND BLOOM Structural Engineers flu A COMPANY S!GNAT3JIrIN RED . INCORPORATED ST&B.JBP4O.I67 AREPRODUCEO..$ATURE IS NOT VALID. PROJECT:• S : BY 01t4- DATE DATE:_________ CLIENT: _S SHEET NO. OF______ LP2' j ri/4- S S S Sz a 5 .... S 5. 5 5 5 •; S 0 S S S -5-- --5-- 'S 5•S ctc- c S T /5i1c' ei •S .. S I•. .,. -r Jr(I4+li) =,c,7c"(, Uj V ; Cfl Gy_= Ili&/'Z4s1. ZE S 55 4(i,to'(4-c# S ct S S . •: 4o2. S = /ô )c Ztfe = c4e:! 3&.. (Sto')(4 L92 1/1 t1/LI(U?_ • '4,co~ Ce a : S S . S S S • 9/78 P*Otict CALCULATIONS TO BE VALID ,68EAR STEINBRUGGE, THOMAS AND BLOOM Structural Engineers INCORPORATED-. -• A COMPANY SIGNAT$V IN RED INK. . . ST&B.JOB NO. 18 AREPRODUCEDJ$ATURE IS NOT VALID. PROJECT: . . BY: -104#1 'DATE:__________ CLIENT: . ' SHEET NO. _OF______ _ 9= I =• , 4 . Li7i "-'. : qoso 01 3 .1016)( 7 et) — >- LU -. • U.1 . . -.-. .-- , .,.' CC Ui oz . . .-,. 0 ' , - .• .. 0 • 'S •• . S .' .5 , .., . 5. 0= . ' S. •S •5 ''• . , " . . . - . • .5 .5 , .'. - '• -5 0 '' 1'.. . , -. . o_ - I , 'S - , •'. ' - * , • . . , .: ' ' -: .-' 41 :-- • , ' -.- , . . '•• ' , . , , , : , , . . -. ,.. . . , . ' . .. ''' . . -• , ... . 0 . 0) •,',,, 0 ' . S.,. •• .. •..• - S.-. . '.5. • .5 5'' t-•..••.' . . - ' .• • ...','••l'' ....., ' .5 . "I . . .5 .- Ou . . , .• . . . ' . , . . . . •.. 'S = z c ' • : - ' • . . - , • 5. . - . . . . . , . . . , - 5-, . .• . , - 0. '•• 0 , , S . . '.5 . . S • , : • - S. • • - , . . * cU) . S S .• ...........- 5•• • .' . . 3 z , . . . . . . . S • , , . S , S • . , , .-. . -5' . S • S., . . , -.. S • '...' .9/78 NOTICE CALCULATIONS TO BE VALIOW5fBEAR STEINBRUGGE, THOMAS AND BLOOM' StrUctural Engineers A COMPANY SIGNATJW RED INK. INCORPORATED , , - ST&B JOB NO. 91 —t1 AREPRODUCDJATURE IS NOT VALID. PROJECT: ,0 __' BY: DIt1)DATE: DATE: CLIENT: SHEETNO.T( OF . .oO&__itMt 'i _-PLDGr 4 O ISN - " co V3 g .3i_x - ssr p- -- - L) ., I (t4 t'*)uj i6' Of <)= b(444-.hc&o) =-<, - Z.tooi' _ 'L oo,/ti.tk AjIBg(Y. too7')/.) I') _o61s)4 7Z oj? t o UYl7t I Z.t71i"1. 3W A 4 m 4. os =8Z. C1 - - - 9/78 NOTICE CALCULATIONS TO BE VALID MudBEAR STEINBRUGGE,THOMAS AND BLOOM Structural Engineers A COMPANY SIGNAT$r IN RED INK INCORPORATED ST&B JOB NO. — 187 AAEPRODUCEOJqATUREIS NOT VALID. PROJECT:_-_- IV: _DATE: A2 _.DATE: CLIENT:___________________________________ SHEET NO -: •: • .: osJ -4 66T OS 9 (ci_vo) Z 317 Lu 4 107, ao/24 (1 wI4'Z'Z Ai 001 .10 .- ___________ •': : • 0 > '., 0 — :.. W'I44cr 00 • 44(nocXttod1C) n z • • tzwr . • •. ds ___â%11t4 U bt t147?(t(c .= 77 : oCa — TL r,-4, 14,74)01),'l • 441) <cc '". C) • • • • - • • • • 0 0 • -• 0 - NOTICE _...' CALCULATIONS TO BE VALID II6BEAR STEINBRUGGE, THOMAS AND BLOOM Structuial Engineers A COMPANY SIGNAT$r IN RED INK. INCORPORATED - ST&B.JOBN AREPROOUCEOJ 1D 4IJ ATURE IS VALID. PROJECT: f?0. BV DATE: /'/2f DATE:__________ -CLIENT:_____________________________________ SHEET NO. ' OF . fOL1ILhO'9 r,J sqks e4voA-rpJflo t4ei:'z. .rb6 ,'/L C1'ftAJ& 077')E C A S- 0 e.7 uj uj uj cc llL I / Cc L F-t_ R -nn - -- t f Pela. co ;• .,,. .. .. .,.. CIo1 —4 44 xe - 0 - - S : _ ' Ucu3c--O _:.oPou3c • :. • .. S • r • .• (tt.- - f ! =7" - • S. • • - • • S ..77<I.00. . . . - ,S . 9/78. NOflCE • CALCULATIONS TO BE VALID6BEA1I.. STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGMA Tflr IN RED INK. • INCORPORATED' , ST&B JOB NO. —167 AHEpRoouCEoJqATUREIS NOT VALID. PROJECT: _p_ a. __•• _• BYJ _•_DATE: -DATE: • CLIENT • _•0 SHEET NO. Vt__OF 01 7/Z&-6ci2'-4 .4Sr loco K-1610 T%0,03- i4(iv).i'& . 0• p4iLr 'lO(33i't),flP. — iA • . QIt . \ 000 o • 'It-t 0. O. ve 7.A'croiii) // (= !4& >. _74 1 (AiPTo11E) 4 - • - ••' Ag :'3I ep .. - r Lu cc 44tLi leu 74 _ 'aOC'3I9./ U -• - - 7.2 IC g0 - 0 00 0o = z C 0 - 00) LA) CO '0 J0Z ____ P • •.•_ 0 • - - )0 - •: • -. 4 0 • - V-1 444 - A', ,. - 0• '•• •-:. - 0:0. -. Val ,'3sV72 = )2,' i- Vp 5 o '272 = t"e. t)IjliF : : lfl _ & : ••• -- 0 • ••:, \ 0 • : - - L4_L4L '' 4-co_: • 9/78 NOTICE CALCULATIONS TO BE VALID STEINBRUGGE, THOMAS AND BLOOM Structural Engineers - ' 11 A COMPANY SIcNATØr IN RED INK. ,• ' ' INCORPORATED ' ' -- " ST&B JOB NO. I4S7 AREPRODUCEOJATURE IS NOT VALID. PROJECT: - ' " ' BV:.P_'DATE: .DATE:_________ CLIENT: - ' SHEET NO.VZ_OF' Ai.& __TI — AJS / = - . = -Zz. . . H r Lu 4ar—) V= c 14-3 7 z = .cto:'i y. J4-' :7v' (.&io Lu f) CD Lu AdZ4 cr___- ui i/se //z 4*1uj AJ4.zr____d&.'c7 = yo S7 ,flizJí ___ t.i,j, fi 11/_.AJ 7e,) H! .. 715)+ I,o+ 7,4w G7.4. =co14. - -' v't"?l- iia.o lid ""' °': 9c? .Y 44 '/, - - -z ,c .' ' ____________ I I '-,;L_ _•- '• 9/78 otiu _.._ ': _..- - . '• .. S CALCULATIONS TO BE VALID M(BEAf STEINBRUGGE, THOMAS AND BLOOM 'Stucturai tngsneers AB A COMPANY SIGNAT3$rIN RED' INK. INCORPORATED . .. ST&BJOB NO. _81 ________________ A REPRODUCEOJ.GATURE IS NOT VALID. PROJECT: . BY:'t I _DATE: ...-DATE: CLIENT: " . . . 0 S . SHEET NO:VJI_ • ffc4___P?t( 1iiC' _- &4r R4V r. OF- • NCN kc,11 to% lot . . . 4.' t 7? • Jfl 5.• . bit S • 83 2 .7,H... f o .. . H_ S '•• I .5 -.. 5.,. Ui I- ow •• . . ,•0 S ;'. S . ,. . . . .. S. S •' . . MN SPACING WADL WLDL WBDL . . . 1 22.83 .3062 . 31962 .3062 . . •. • 2 22.83 .31962 .3062 .31962 . . . •: . . . :' : '.31962 ., 3 22. 83. .31962 . 31962 d 'b ., •. H 4 22.83 .31962 . .31962 .31962' 5 .. 22.83 .3062 .3062 - .3062 . " . . . 6 3. 6 22.83 31962 .3062 . . 31962 .. . . : .' • . 7 22.83 .3062 .31962 31962 .MN R. L B R1 R2 MR BS 8S';BA H .PB'PA' . 6-1 80 15580 5.3 5.3 ..0.020.. 00 823.358 12. 10.00 e.ee .-2 .8.0 47.7 8.8 25.2 32.1 64.4 128.' 188.7 '.513.3 114.4 27.0.0.04 g..g; • 6-3 0.0 31.7 0.8 9.4 9.4 0.0 . 744 0.0 297.5 5.3. .19.5 O.76..a00: ..• '• 8.0 47.7 80 31.7 31.7 108.7 117. .108.7.. 471.3 115.1 25.5 .0..29.:.0.00 65. 8.0.31.7 00 '9.4 9.4 0.0 .74.4 0.0 297.5 65.3 .19.5 0.76 0.00 s-6' 8.0 47.7 7.8 31.6. 31.4 .108.7 116.5 99:0 ' 466.1 115.8 25.5 0.19 ØØØ 37 0.0 40.7 0.0 12.1. 12.1 0.8 , 122.7.' 0.8 4987 '83.7 25.5 0.64.0.08' TOTAL BOARD FEET = 4931.7 . . . ' '• . . S , . . . ..... Li DEFLECTIONS: MN DR . DL OB 0.000.33 a eo - 2 -0.47 1: 21' -0.26 , , - . . . " . '0 •• S -' ..... 13.4.,,..,aoo . ..............'• , . S. - .tI'iv . ' .5 ' •': ' . 70. 10_0. 0.00 ...00 ............ .9/78 CALCULATIONS TO BE VALID I6BEAR STEINBRUGGE, THOMAS AND BLOOM Structural Engineers A COMPANY SIGNAT$r IN RED INK. INCORPORATED . . ' ST&B JOB ND:_SI -1457 AREPRODUCEO,JIATUREISNOT VALID.PROJECT ¶o. '/ / BY DATE DATE: . CLIENT: . 0 SHEET NO. MN SPACING WADL WLDL WBDL o - 42 .35588 .35588 .35588 . .• 2 25. 42. 35588 .35588 3 25.42 .35588..35588 . 35588 • MN A L.. B RI' R2 MR ' . ML . MB 85 BA H PB PR z 0-9 ØØ 55 gØ .59 .5.9 0.0 '22.9 . 8.0 91.6 39.9 12.0 8.08 0:80 2 47.7 8.8 .27.8 '36.1 7i.7 .8.0 137.4 126.0 549.6 130.9 27.8 0.67. 0.83. 10 0.0 39.7 0.0 13.1' 13.1' 80 129.9 '. 0.0' 519.8.98.0 27.0 0.15 8.00' TOTAL BOARD FEET = 1983. 76 ' . : 0.; '• . . . . . . .' DEFLECTIONS: , . ' . . . ...' . . . ... . • MN DA DL. DB . . . . .. . . . ' -Ti i liJU.., - . 0• 10 i39 _0 11 >. . . . . . 0 ' •' . . . . 0 • , 0, 0 , 0•, ' ,, LU w w 0 ' .• . '. ..' . 0• w CC . .' .. "O• . . . . 0'O '. ,, ' . , ............... . •00 ,, . ' ' MN SPACING WADL WLDL WBDL I 19 . .266 .266. .266 2 19 .266 . 266 '.•. 266 ' '' ' . 0 '• . 3 19. .266 .266, . 266 . MN A L B RI . •R2 MA ML . MB . BS . BA' "H PB PR ' LII" •ØØ 15.8 0.0' 4.5 4.5 0.0 1719 1 .0.8 '' 71.4.30.5 12.8 0.00 0.00 2 , Z- 8.0 47.7 7.0 21.1 28.8' 54.3 185.6. . 95.1 422.2, 111.8. 24.8 8.36 8.00 i'ao 40.7 0.0 'I0.0 10. 8.0 .182.1 ' 8.0,408.3 ''70.1 24.0 8.10.0.00 TOTAL BOARD FEET = 1779. 76 "• ' . . . .. ' ' . '0 DEFLECTIONS: 0 , IN DA ' DL DB F,I I 0.00 0. 30__ 0. 00 23 '1 ' Vl -0.-53 1.37 -0.23 .• . , . ' 51- 800 163 000 At 0 MN. SPACING ' WADL WLDL' WBDL 4 '17.92 :25088 .25088 .25088 ', 17. 92 .25088 . 25088 25088 . ' 0 MN .A L yB RI R2 MA b- 0.0 10.0 0.0 3..0 3.0 0.0 ML' 7.6 MB.' '8.0 BS 30.5 .BA 118.9 12.0 H.PB 8.80 PA 0.00 . . 14.8 47.? 0.8 23.2 '10.2 ' 90.3 112.1 0.0 ': 448.2 93. 4, 24.08.86 .0108" TOTAL, BOARD FEET = 1066.56 • •' ' 0 0, . . . ' DEFLECTIONS: . 0 ' • • 0 0 ' • . . 0 , : MN DA DL OB' 0 4. 0.00 0.04 0.00 - , 0 ' . -0.71 1.87 'Z 3 (4 :' . ' 0 • ' "8 NOflCE -' - - CALCULATIONS TO BE VALID WSf6EA6 STEINBRUGGE, THOMAS AND BLOOM -. Structural Engineers - A COMPANY SIGNATy$rIN !ED INK. INCORPORATED - ST&B.JOBNO._________________ AREPRODUCEOJ,ATUREISNOT VALID. PROJECT:______________________________________ DATE: (IIENT: S ________________________ SHEET NO. OF______ T•. . - S ; 4.ic$.( ,(oo'- CD >. ..• S w ui ui La 0 4- S ) E4(1Q - 9 5 ist H S . -- • • t\_ 1I4((o) -• .. Le S S S • '---S ,'•' - ZZ - 411 t2 ui ! tt= fl - .. S. . .,• S - • - .' S S •.' ..9/78 NOTICE CALCULATIONSTO BE VALID WJSfBEAR STEINBRUGGE, THOMAS AND BLOOM . Struétura1Eiineers: A COMPANY SIGNAT$E RED INK: . INCORPORATED . . •: ST&B JOB NO.____________________ A REPROOUCEDJdATURE IS NOT VALID. PROJECT: .: P.o. . •' BY:_DATE: 'I_of_gi. DATE:___________ CLIENT:_._. SHEET NO: WA OF_______ .,. . .... .. c 4,o &3) — J12... &)9. 4cto uj 2or P _.j g . . . . . WA4 SA LiA1c.., .5. __ S... .. .5 . .:. . -' (3o c iz& ¶ S 9/78 NOTICE - - CALCULATIONS TO BE VALID STEINBRUGGE, THOMAS AND BLOOM Structural Engineers' A COMPANY SIGNAT$ IN RIO INK. INCORPORATED V V V - STaB JOB NO. ' AREPRODUCEDJItATUREISNOT VALID PROJECT r BY ? V SHEET OF 'DATE: CLIENT: V NO. ---T--: . V V ' H t'r 41 .. V V wale UJ 7 Z i 0 V V - V V VV Z Co ',': . V V.. o ..VV V V•V V VV, V - V. VV VV V V V ••V V' I- V - V •' . V I - V '•'V - V'" - Co Uj rx V-V V. V - V 'V V ' •V V ' V •V V V ' V ,• V V V-V V V'• V VVVVV V V V -- V V V V V., V V V'VVV VVV 'V I V V V V V V VV V V V V V V V V V V VV V V V V V V V V .- V V V VV V V V 200 V :V V VV V V ' V V VV V VV ' V V V V V V V V V V V V .V-c:0 - V V V 4V V •V V'V' H' V 1Z2 V V VV V V V V V 0VQ V VV 'V V V V V' ., 9/78 0 NOTICE -' STEINBRUGGE & THOMAS NC..' CALCULATIONS TO BE VALID IBaIS(BEAII a # r A COMPANY SI6NATJW RED INK. AREPRODUCEOJ.dATUREISNOT VALID. PROJECT: S&T JOB NO._ BY: '''DATE: 41ii/2. - DATE:__________ CLIENT _____________________________________ . SHEET NO. OF — . • .. .• ,• . . Ov sow fsi..'r c.' ct J ! uj cc ilo COLa Co 5' W 4Yi1sai i2' I4 31.7 u U UI 4 31•7 4 " I I' 5/. '1 41 /0 ii 4"# 5TD 3'Si7) 90 )sQ yi?.101 P /3 SO P2 lo' cep l/ lb :.w ' 1iU, 1415 4' E • . b4 v 14ç ..'4 4 tte. '/" 49 t2. • •. • •, -.1 d" - NOTICE -' STtINBRUGt & TI1OMAiNC.: tnictura sEngineers CALCULATIONS TO BE VALID IES(8EAR - A COMPANY SIGNATsr IN RED INK. • • • S&T J08 NO._- AREPHOOUCyLIfATuAEIS NOT VALID. PROJECT: / 0. BYAW__DATE: _________ DATE:__________ CLIENT:_• SHEET NO. I OF - -' CD I NOTICE CALCULATIONS TO BE VALID WJSfISEAFI STEINBRUGGE, THOMAS AND BLOOM : Structural Engineers A COMPANY sIcNAT$r IN RED INK. INCORPORATED - ST&B.JOB NO' ._.9/ /67 AREPROOUCEOJtdATURE IS NOT VALID. PROJECT: . - BY: DATE:29 11 " _-DATE:__________ CLIENT: -._. . SHEET No'. OF €i4A qsr o t 01 PA Z 3 LU C4kL )4A or -. u' ,• -- = o. 4 00 UJ cc p 00 ti I = \o A So A F4 00 sto 1-7 Ut 'L4 II(' tt -f. •'k0 ' P4 = -. - -... ..,. . ____________ 9/78 '4- .' - - ' ' ', 'Y '. , - ;;.-;' ' ., - -' . •-, . ;:'..-,.. . NOTICE CALCULATIONS TO BE VALID kViSfBEAR STEINBRUGGE, THOMAS AND BLOOM ' Structural Engüeers 1. ACOMPANY sIGNA1ysr RED INK. .- INCORPORATED . . . . . % . - ST&B.JOBNO._________________ AREPROOUCEOATUREISNOT VALID. PROJECT: - . . . BY: ;DATE: 'd1&'___ CLIENT: ,. . SHEET NO.' OF-' W A _j AkeA 443 U 44. 1'. c 44 j_t,-i Iz(zt)-1c(z or LLJ IL to /1 .='o _= I I : I, 00 . i47 i. Jd POW 6G5 / 0' 2 (I,.) H (zig) I'3 3co ek' 4- S ( ' 14 M - P4: O/U•ø$L . 9/78 tlUTI - CALCULATIONS TO BE VALID *S(8EAk STEINBRUGGE, THOMAS AND 1LOOM Structural Engineers A COMPANY , sIGNaT$rIN RED INK. • INCORPORATED • •• ST&B.JOBNO._81-t&7 AREPRODUCEOJIATUREISNOT VALID.PROJECT ______________________________________ BY __DATE ;DATE _________ CLIENT;_• • •• • SHEETNO.4_OF______ t44O 44. l3& (tL) l'B . (I3;) N•:\ V N 101) —44 u / or., lie, fomtt-r MJ- QouJ -6 uj p 57 114. * 13 4- - .- • r - 00 • • • - I • - "Jo • • • - - • - - -' : - * 04 • - S H!O ',' '-'00 S • . • .5- . •. - - • S • . . 5- • - - 'S ••' • : • •- - - S . 9/78- MAY'l 8.'982 c1STUCTQ /. .:ACTION' /11/ \\\\ENGINEERING. —GEOTCI-IrJCAL CDNSL*ANTS February 2, 1982 W..O.' 321102-A Birtcher Pacific .27611 La Paz Road 0 Laguna Niguel, Calif ornia .92677 S. . '• . . Subject: Addendum .toGrád'in Inspection and Compaction 'ReDort, Commercial Development, "Palomar Oaks", Parcels A& Bof, Parcel Map 4713 Palomar Airport Road Carlsbad, California. Gentlemen :' This. i's to 'correct'.a typographica1error in.tli.e..subjec.t' report.. Sentence 1, Paragraph. 3, Page 3,, should read:: "TO reduce-expansion potential, th on-si . soils;may.be'mi'xéd with lime to a depth of eighteen ('18") inches beiow.finished subgrad.e".. This addendum should now be considered part of ,the report. are sorry for any inconvenience this may have caused' you. Respectfully submitted: ACTION ENGINEERING CONS ANTS NORMAN B THORNHILL BRUCE. A. PACKARD. RCE 13801 PRESIDENT . 5 0 VICE..PRESIDENT - ENGINEERING 5 . • 92i?. 1630-G South Sunkist Street, Anaheim, Ca 92806' (714) 634-2092 (213) 852-4710 We DJ.LT .cue raiic . 27611. La Paz Road . . •. Laguna Niguel, California 92677 Subject Grading Inspection and Compaction Report Commercial Development "Palomar Oaks" Parcels A .-& B of Parcel Map 471 Palomar Airport Road Carlsbad, California Gentlemen: . .. . . Forwarded herewith is the Compaction Report on the above .referenced project Slope testing has not been completed at this time Addi- tional slope tests will be included in a separate report The results of the tests are shown on the accompanying plot plan Labora.tory:Standard: .(ASTM:D-1557-70) 4 inch dia mold, 1/30 cu ft vol 5-layers - 25 blows per layer, 10 lb. haer dropped 18 inches Soil Optimum Max Dry Density Type Classification Moisture % Lbs /Cu Ft I SAND, fine-medium, 11.5 . . 121.2 silty, slightly clayey, BROWN . . II SANDSTONE, weathered, 10.0 104.0 WHITE/YELLOW ., III. SAND, fine to medium, 11.5 1 . ., 117.1 clayey, BROWN IV CLAY, sandy, BLACK 18.5 . . 111.8 &WHITE . V SAND, fine to medium, 10.5 121.2: silty, clayey, BROWN. &WHITE VI SAND, silty, clayey 12.3 114.9 VII SAND, fine to medium, 110.0 132.5 silty, clayey, GREY/BROWN 1630-G South Sunkist Street Anaheim Ca 92&06 (714) 634-2092 (213) 852-4710 Birtcher Pacific W.O. 321102 Page Soil Optimum Max. Dry Density Type Classification Moisture 7 J Lbs./Cu..'Ft. VIII SILT, sandy, clayey, 26.0 92.5 BROWN/GREY IX SILT, sandy, .14 .0 115 0 GREY/WHITE/GREEN X SAND, fine to medium, I20 120.3 BROWN XI SILT, sandy, GREY! 12.0 1 119.0 WHITE /GREEN XII SILT, sandy, GREEN/WHITE 17A 113.5 The grading operation was conducted from September 2, 1981 through November 24, 1981 Supervision was provided during this period utilizing the report issued by ACTION ENGINEERING CONSULTANTS dated June 17, 1981, Work Order No 321101 Prior to the placment of fill soils, all vegetation and debris was removed. fr9m,thè .site.. The existing, loose surficial. soils were excavated to competent material.,The exposed surface was scarified, moisture conditioned and recompacted to ninety (90%) percent of the Laboratory Standard. The fill soils were placed in six (6e1) inch lifts, moisture conditioned and compacted in a like' manner. . A key was constructed at the' toe of the fill' slopes to provide support for the 'fill'. The existing. slopes were properly benched during construction. The native soil -classifies as CLAY, sandy,, and weathered bedrock, and is suitable for the support of the fill and the proposed structures Compaction was obtained by. shéepsfoot and' pnuematic rolling. A water. truck was used for' moisture control. The 'relative compaction percent was deterthined by the Sand Cone Method (ASTM D-1556-70) These tests were taken a minimum of every.. 500 cubic yards placed and every two (2') feet in depth of fill placed 1630-G South Sunkist Street Anaheim California 92806 (714) 634-2092 (213) 852-4710 Birtcher Pacific. W.O. 321102 .Page 3 The tnaximum.depth of-.fill placed was ten -(10'),-feet -in Lots1'and 2, fifteen (15') feet in Lots 3 and4, seventeen (17') feet. in Lots 5 and 6, four (4') feet'in Lots .7 and 8, twenty-seven (27t) feet in Lot 9, fifteen (15') feet in Lot 10, twenty-seven -(27) feet in Lot. 11,twenty-two (22') feet in Lots 12 and 13, sixteen (16') feet in Lots-.14 and 15, sixteen (16') feet in Lot 16, four (4.') feet in Lot 17, fourteen (14') feet in Lot 18, and seventeen,(17') feet in Lot 19.: The potentiall, expans.ionof the soilwas'de.termined in acc6rdance.with- Section 29 of the U.B.C..1973 edition. Resultsare'as follows:. Soil Expansion Expansion Type . Index Potential I . . . ,High , .3 .., Low' III 100 High IV 125 ' . High V . . 122. , , High" VI. I 9.7 . ' High . VII '. 109 High' VIII ' 115 ' ' , High IX ' 130 High ' X ' 115 ' . High XI ' 130' ' High - XII. . .'. . , , 125 ' High ' To reduce expansion.potential, the on-site soils may be mixed with lime 'to ,a depth of.eighteen,.(18') feet. Laboratory test results. indicate that a mixture of three (3%) percent lime by weight effect- ively reduces the expansion of on-site soils' to the very low to low expansion potential. The following, foundation recommendations are,, based, on this criteria. The proposed sturctures shall be supported by isolated and continuous spread footings placed a minimum of twelve (12") inches below lowest adjacent finished grade utilizing .a. recoended bearingvalue of - 2000 pounda per square foot and 2,200 pounds per square -foot, respect- ively. This value is for dead plus live load and may be increased by /Z& 1630-C South Sunkist Street Anaheim, California 92806 (714) 634-2092 (213) 8524710 LLLJ Birtcher Pacific -. " W.O. 321102. Page 4 ,one-third (1/3) 'for. totaL ,inciudin seismic and wind loads where allowed by code.. Increases in bearing capacity for increases in: footing dimensions are tabulatedbe1ôw: '• Decrease: Or Bearing Increase per Type ' Embedment. Width. Value Embedment Width. Maximum (inches) (inches) (psf) (psf/ft). (psf/ft) Continuous 12 12 ' 2200 700 . ,300 4400 Isolated 12 12 2000 700 240 4000 Expansive soil recommendations, outlined on the accompanying Plate A, 'should be Incorporated into the building design. I hereby certify that the subject grading was supervised by me and the work, was done 'in full compliance with the 'Grading Ordinance of the City of Carlsbad and in accordance with best 'accepted practices and the applicable chapter of the U B C REGULATORY COMPLIANCE All cuts, fill-s.-.or:.processing of original ground under the purview of this report have been completed under the inspection of and with selective testing by ACTION ENGINEERING CONSULTANTS and found to be in compliance with the Grading Code of the City of Carlsbad The completed work'has' been reviewed and is co'nsidered adequate 'for the development now planned Our findings were made and recommendations prepared in accordance with generally accepted professional engin- eering practices, and no further warranty is implied nor made. ' This report is subject to review by the controlling authorities for this project. '• ' ' • • • '• ' If you have any questions,, or if we may be of further service to y ou, • please do not hesitate to contact us. I • ' Respectfully submitted:.' ' • • ' ACTION ENGINEERING' CONSULTANTS NORMAN B. THORNHILL " • BRUCE A. PACKARD 1E 13801. PRESIDENT • ' ' VICE PRESIDENT ..- ENGINEERING LM:sb ' '• ,' ' '/Z& ' • 1630-G -South Sunkist Street "Anaheim, California 92806 (714) 634-2092 (213) 852-4710 •. L2LJ EXPANSIVE SOIL RECOMMENDATIONS W.0. 321102 Very Lov Low Medium High Expansion Index. 0-20 21-50 51-90 91-130 Footing Width 1 story See Body 12" 12" 12" 2 story of Report See Body 15" 1511 15" Exterior Footing Depti 1 story of Report 1211 18" lo 2 story 18". 18" 18" -. Interior-footing Depth 1 story 12" 12" 1211. 18" 2 story 12" 12" 18" 18" Footing Reinforcement Not Required 2 #4 bars 2 #5 bars 4 #4 bars 1 top 1 top 2 top 4" 'Nom. 1 bottom 1 bottom 2 bottom, Slab Thickness 4" Nom. 4" Nom. 4" Actual Slab Reinforcement Not required 6"x6" 6"x6" #3 bars on 18" #1O/#1O #6/#6' center both way! Moisture Barrier (2) .6 mil visqueen 6 mil 6 mil .6 mu 1" sand visqueen 1" visqueen. .1" visqueen 1" sand 6"x6" #10/10 'sand, sand Free Floating Free Floating Garage Reinforcement Not required or 1/4 slab 6"x6" 611 x6" 114 slat (3) (3) #10/10 Grade. Beam - Garage Not Required Not Required Sane as adj. . Same as adj. Entrance ' . ' ext. footing ext. footing 9ubgrade . Not Required Not Required . 4" coarse 4" coarse 'sand (4) sand(4) Presaturation ' Not Required Above opt. m/c 110% of optimum 120% of optimum to depth of rn/c to' depth of' rn/c to 'depth of footing (No footing footing testing) . . Note: (1) The surrounding areas sould be gra d e d s o a s t o e n s u r e d r a i n a g e a w a y f r o m t h e building. Concrete floor slab in areas to be covered w i t h m o i s t u r e s e n s i t i v e c o v e r i n g s shall be constructed over a 6 mil plastic, membra n e . T h e p l a s t i c s h o u l d b e ' properly lapped, sealed and protected with sand. Quartering of slab should be' accomplished by t h e u s e o f p r e - m o l d e d e x p a n s i o n joint material and not by saw cutting. One (1") inch of sand over moisture barrier may be included in this f o u r (4") irch total. . ACTION ENGINEERING,' . . PLATE A CONSULTANTS ' TEST NO. LOCATION ,& D BELOW FINISH EPTH OF TESTS GRADE (FT) MOISTURE (PERCENT) DRY. UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST /O/ b,Tci-/LTI 70- 7S /9.r3 /()'/ 7V 407-9 96-93 /2.3 lioAll' L6T /70-/7S ITh C7Q.2 /O LOT '1 50 -3r /29 /O/S 777 8? /Z /OS LOT/ 90-9S /Zi An/An 90 109" L,?/E /O3 17 87O 27 _171 92.2 A0.0-/O.S //Z.Z 9.8 91.7 '17 LOT/ /9.-/9.3 .3.7 993 C99 PI.E bA/Ii 7Y 10 VEJ2 SEti/f/c LJA/ I' iN PLI?CE .OZNS/TY L "a" AAACTION zôc TICALS L/ 7E ti 8fli )W i&! 7b /?/ /4/ LLx/4'r/A/5 TABLE I TESTS ON LRM 7/-/ Y /?LE ENGINEERING GEOTEC)-UICAI. COIJS&.LTANTS TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (FT) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST //t cr&E7 LQ/ C i c-ia g / / / 9 17- 96 /17 LOr /t S-/7 0 8/ /O 77T 90 205 -/.0 i'/3 lois- 1/9 zori ivs-,o 89 /O9c 200-20 S It 7 /05 7 4777 /2/ /-/3.0 9.2 - /:9 V /22 /23-/3O /7q /O5 17 9/ /23 /8 - / 9 o / /2'/ L,q/E 20-5 13.1 III S 77 /2 LOT i -/0 S /02 /39 C) /.9 /o l7 90 9 21-81 /27 ii. 0-/i. S 9.3 lb 7 III 9/ /23 /L / /29 /9 T-20.6 182 LQeEC.. 2L00-205 TABLE I _ACTION W.O. -221/02. LLLJ \X ENGINEERING I GEDTECI-f.IICAL. COI'JSL*XAN1S TEST NO LOCATION DEPTH OF TESTS BELOW FINISH GRADE I) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS/CU FT) SOIL TYPE RELATIVE COMPACTION DATE OF TEST LcT /3 ,'qO -/9 5 13A0 /09.0 IT /32 cr /4 ,'ss- i o // 7 /10 7 9-22-8/ /70 98. u /092 90 /37 LOT IS- 1-3. ID76 77T Q2 /,39' z CLIL Vif2 I / ISO -157 S- .5 Ll /OS 9' VT z9 9 IAIZ)L0773 ?/O-2/S 79 /// Z-0 7- A(5 7 6o Z-07- 13 /4'S-/So S0 i/IS- LT 9z- P/3 L/? ICE C 20-2r /3 Y 9 C) 77 915- 1,q1/ 9O-9S I IA IrAl /L// 70 /z J2T 97 J I" V I7LL. .L...1L/VJ If T L_)LL1Jk 4X-)A JW I TABLE ACTION w.o. ENGINEERING -GEOTED-.ICAL COtWANTS TEST NO. LOCATION D BELOW FINISH EPTH OF TESTS GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT. (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST / O / / 9 /D / VU 1-23 - / /4/7 LOT/(, /.O-VS /)8 /2'/O L7JT 9'I IL/a 97 L)T/'/ /O.Q-/) Is- /2.S .113.,Y /B. O-/8c 92 /07/ 177 LOT/i /2.O-/2.S iii. s--/2 0 98 //Z ..o - 93 / 4/3 /07 0 l7 -.4941 /54/ 1410-1,V /oS- 2 lT /Ss- /2O-/2Y £19 //25 /90'9. l.Y 948 / S7 LCT /4/ CO - S 87 / iT /S LCT/3 ii.o-iis- /osT? 77T 90 10.0-ADS' /2 /05 41 777 Y 96 'ACTION. I EI%MNEERING -GEOTEcHrJCAL COvLLTAtgTs TABLE I w.o. .32//CdL TEST NO. LOCATION D BELOW FINISH EPTH OF TESTS GRADE (FT.) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS/CU FT) SOIL TYPE RELATIVE COMPACTION DATE OF TEST LOT/LI 5D-55 // /10 '1 iT 9/ /Z LOT /i' LTY-61. 0 12.1- /079 J27 92 /t3 STE T/E Cl 190-/95 99 /06 777 96 170-17Y /AIS 7271 /S Lr/'-/ /-2O 93 //Z7 99 /7 /0-4/5 /1/ /13 ( 94I LOT/I /7O-/7S 8O /70 90-95 //¼5 9/ /7/ 3xDLL1E,eT41 70-73 - .112'.1 93 /72 /73 /12.9 iT 9 /7L/ 9.7 //0 9/ /75 LDT/4' /0-/S S3 /0S 17T 92- AA CTIDN ENGINEERING I G€OTEQ.I%IC*L CONS&*XAr.1rS : • TABLE • - w.o.//02. TEST NO LOCATION DEPTH OF TESTS BELOW FINISH GRADE 1) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS/CU Fr) SOIL TYPE RELATIVE COMPACTION DATE OF TEST /76 Z-07 /-3 20-2S /079 jjT /77 / /O?0 izz 92 - / 78 LOT/6' io. 0 no 5- 87 1/07 fiT /79 LOT /S 70-7S q 9L/ 7 lzi qo 9-29-61 20 -2-. 5 1Z. / 109.1 90 // Lor/9 /70-/7S /o /06. -iv qs /7 ,047T 10L.3 95 /7214 LOT /S- rn-/S 148,41 5S /09(, /85 LOT 16n (, 'I / /02 /% L/E /C-/S z6.7 /103 PT 94 187 2-0-r Irn 0 0-oS- 93 1/0 7 1 777 9S- 138 LOT 99 //(, 77T 96, /89 LOT 6.0 -6S- /2 '/ 111,o-7 177 c7, q-Jo-8f /90 LOT/S -Ag. /'-/3 iO IV 93 TABLE I 'ACTION w.O. _2/ IOa LLL' \ENGINEERING Gw u w-I%ISCAL CDLAXANT TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (FT) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST /9/ Lor/a /4'O-/4'S- T ioi 93 /92 LDS-/O 1.30 /017 117 /Q3 /30 /0/8 7iT 9/ /911 LOT /9 /s'. S' /313 /95 Z ITT 93 qo-q5- 19T. /co-/o 13.S'106.8 lv 96. /2 D -/2 /0 / / / 2 I/o-hg LD7 5 /013-10 S 199 20J 11.6 11D. 40 277 98 202 /O-//O 496 203 L7 //g-/2 0 1/7 OL/ LLD7-/7 2-3O /24 //SZ 27 97 230 /2/ //57 ___ q7 ____ PWA TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE 1) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS/CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST LOT /7 2O- S 12.q 116.s- TT 98. 207 1-,n7- 18 /S6-/5 /24' 11-3.S- Z03 2O-2. /9.3 //O.7 93 209 LvTH LOT/S 20-25 /3 O 2/6 L-07- A3 20-2S /J /OS 21/ L075 /20-/25 ISO '?72. 71T 9j /25-/JO //3 /1/ 5 177 2/3 LOT' //S-/2C) /50 ,i'io 2/2/ LO7 Is- 'IS-/OO 21.9 -96 /04' s 71T 2/ LOT I //•// 5. Ss- 103.9 7P 9i 2/7 2 2 AS L07-/9 1SC) /2.4I qt,s- '/o-/j /17 q/O 2T t AACTION ENGINEERING GEQTECHIJCA& CONSUIXANTS TABLE I W.O. .S2//O TEST NO LOCATION DEPTH OF TESTS BELOW FINISH GRADE (fl) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS /CU FT) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 2-1?1 L07'/9 Y-S0 971/ 7T clq '/0 -'/S /21/ 1/ 223 30-3 /3 ( 97 ( 77 qq 22', 3s-6'0 /30 q3 71 9 77 22 /2.1/ 9.31/ iT 92- P -7 228 / 5'-2 0 1q.3 97/ 229 /O-/3 /1/3 €77 93 230 /O-/S //.'7. 102.1 71T 9/ /&s_-/ 20-23 3.1 , /O/ 37V 9/ 2 )-:3. 01.3.0 A02.7 7V 20-26 93 iV 91/ 23S. /O-t ID. 57 /63.2 IV 97 'ACTION TABLEI ENGINEERING - GCCAL CMISLIMANTS TEST NO. • LOCATION DEPTH OF TESTS BELOW FINISH • GRADE (Fl) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST a3 L)T /9 9(t) 717 91 9s- 2 Alio AO/ 7 99 iv: 2AII 00-0. S 8.7. A00.9 96 2/2 /ST0-/TS /3.0 /O& / • 7 _______ _____ 3 0CL'LL/EJJ3 AIR /70 97 iT 93 57 Z /OO if 9z 2qs 70-7S /30 10D. S' '717 9/ 2/7 70-7.S. iiz./ /o/( TL7 qf 219 LCT/ 20-2S /3 25O • /0.5 /03.3. ir qz.. /tACTIDN ENGINEERING F - GEOTECI4.NCAL CONSLAXANTS TABLE I W.O. I TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE - (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 257 z7 / -.________ /1.1 /O3 qq 252 -' s ì'ô s- ,'Oi 9 Jr .9.3 //19 777 qo-9,s- I/I i/i9 963 L07/ 0-s /29 16- TBI 257 2/3T0 /S-io /OlZ 77 2& LCT$ Qo-9 /1 / lot 9 7T LL'T / /O-V5 /2'f /.2 71T qo 2O 2/024S /3 0 26/ L671.3 3.5-2/O /1.1 /O3.S TV. 263 L )T 75-80 /3 O /07 '1 77T /L.S /O7S 777 25 LO7/ &O-5S 8.! 77T .9/ "ACTION LZL/ ENGINEERING GEQTECHP.aCAL CONSLLTAr(r5 - TABLE W.O. 3a//cEL TEST NO LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS/CU Fr) SOIL T TYPE RELATIVE COMPACTION DATE OF TEST 25-30 /O7 77T /0-7-8/ 27 LOT4 30-3 /2'1 16's- 2- 77T 90 270 L17a217' LOT/I 206-20 /1 / 1696 92- 271 LOT9 2/0-2/S /22. /09.41 272. Lin T/O /t3O-/B /3/ //2C, 93 273 b /rC/-/LcT// /2cD-/25 //Z /AR 77T /2.0-/29 JO.S 1os1 .777 LOT 9 /&,O-/(S * q97 276n Z.107 AD '10-93 9, 7T '72- 277 /TiC/-iLLT// so-es 99 1106.9 27 LOT 279 LOT /0 so 2&D LOT/I 7O-75 11/ /iS9 71T AACTION \X\ ENGINEERING GEDTECI-I'JCAL CDNSLAXANTS' TABLE I " w.o.a,/O2. TEST NO LOCATION DEPTH OF TESTS BELOW FINISH GRADE (Fr.) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS/CU FT) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 23/ LDT9 Q0-'5 /0S /39 77 93 10-43-231 /2 -/? S //7 /03 5 7V 93 2455 b/7rHL67-9 99 995 IT 96 281 L/7Z/-/Lo7/0 OO-O /17 /0/3 717 9/ 05-/C /1/ 999 7r qo 1,03 .6 fIT 27 L)iT1-1 LOT/I '/0-/S 75 /02 717 92- 102.6 71T 9, .30-35 /30 laqq 717 93 2qO /7ZTHLo7-9 0/O /17 1,9018. JIT qt:') 91 LD3 qo-9s- /L// 1610-9 77 q7 212- LOT / o-33 /1/ / /03 S 7V 90 /'-/ / qq IT -96 29'/ LOT/ /0-/S /3/ 2q Z-67-3 /00-/OS /5O 'Ia TABLE] ACTION W.O.3~//O LLLI \\ ENGINEERING crEcs-acA&. car.JsuaANI-s TEST NO. LOCATION D BELOW FINISH' EPTH OF TESTS GRADE (FT) MOISTURE (PERCENT) DRY UNIT WEIGHT. (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 296 WY CJJL 14fi27 2 // O -II Y 1/ iô 9 iT 9s ,o -a IS/ 2q7 29 /7Z/-/;L77Z /1.1 1073 617ZA/.-LC7/3 /O42 77T qio CO L/fl2J/L7-// 87 Sol D/7Z/'.LDT/2 8.7 L/rC/-/.LO7// L/7Z'/-/ LOT /2 LD-/C). 30,V ). -t C-) 7 S /0 4/7 S )/7Z/-/:LT/2 D.S-tCi 3./ /O/7 7ff 910 ?O L/TCJ-/'LO7-// /0-14/5 J07 LT/D 1SO-3 7O -PT -90 -366 .LDT9 so-4s /O2 09 LT/S /US /oS.& 771 9-3 AAACTION ENGINEERING GEOTECI-qJCA. CONSULTANTS TABLE I w.o._>//L1? TEST NO. LOCATION D BELOW FINISH EPTH OF TESTS GRAPE (F1) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS.ICU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST I)/fl:WLLT/'/ iO-/ 99 /O78 121 9/ 3/2 L07-3 2LD4n-2S 17 /O 7Y 93 iSO /O'/9 Al ___ LO71 __________ 2 160 LOT / 3S-/ O /0/ / /2 q 3/7 -LDS /7S /,9 5-7O /7S /O95 9/ 3 / 9 LoT SO -s 1/0 /12 5 IT 32/ 0 0 /1/ 5 77T 322 L10T 0-3'12.23 323 b/7Z/ LOT/'s- 30-3 / ID6.'/ J7iL 91 /0-12-8/ zq Lvrcf1Lr/ ',o-4/S- io8 2S 17ZWL6T/c so-s /070 TABLEI w.o:s2J/oa TEST NO. LOCATION . DEPTH OF TESTS BELOW FINISH GRADE (-r) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 93 /O(o O 9/ /&12-a/ 227 L)/7r / LOT 3. 7 /073 LU 92. 0 iô. 9 87 /OS3 /1/ 90 7 i / 3OXLLJ/J'E,2T 0 s- t o 12. .4 /02. a iTT 32- 3i7rHL07- 1.,' '/5-SO 7C) /gOO. 2 lOS 9(97 'Ia 2) 7U LOT 9 05-/ 0 1/! //O 0 77T 94/ 93 /070 137 Z ,7z:H LOT/1 00 1D. s_ /07 3i L/TC/-/, LOT 9 30 - -3.15 I/I /075 flY c12- 339 L67- /0 /S-0 //.7 /023 liT j47/ C /AOVIR AW&147 /26-/2.S //.O /O'/O AA CTION N ENGINEERING GECt*1_At. CDIUIXANTS TABLE I W.O. .32J ioa TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST _3 All 2/fr'I/iVJ VIA&)L&E /70-/7S. /1.0 /SS /02. 717 7T /.¼5 /i/ A £X/nh6L1/19&vVE 'O-'/S io 9. o 101VIB 12T 9O. L07 _______ -31!5-1 /O• ______ 77T 9O /O.S /05T 77T gn ____ Z67 In 2i.o /1.0. /077 T 92. 0.0-0. /17 /06.7 72T 9/ /1.1' i7T 9/ AAACTION ENGINEERING -G€OTECHFJCAA. COrJSWANTS TABLE I w.O. 32.//t32.. TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (Fr) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU; FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST LOT/I L079 eqQm1upwc 2S-8.O /CS 1/6.9 77 '97 5 tca 77- 93 S to 1/9 yr .97 0 -8S 21.0 //L8.0 ID. S_-I/O /39 1/2 9 I/S /13.9 77 Ivio -q 13' /'1.1 II3.0 S0 - Is- 2.0-2. ly /072 __ 5 FACTION ENGINEERING I GWlED-VJCAL CONSUIXANTS TABLE I W.O. 321 /O2. TEST NO - LOCATION DEPTHOF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNITWEIGHT (LBS/CU FT) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 370 LOT 7 .SO -,Y, S q /O 7 YT 90 27/ L07 /O-/S 87 A06.7 90 /0-/5 /2'! /O99 YT 92 - 99 /O72 90 2. ai /0 /O7 77 qO 276 LOTS 20-2S /24 /109 77 2 0 -2. S7 93 /07'/ 79 A /O-/5 /T /070 O-io /4// /090 'IT .&/ /rir 70-75 /Z'! ) -S & 12-1 3&5 LIOX&JL L'E,T / C.) - / / / /12 ?T Q -9 S /3 S_ /07.S TABLE I W.O.22//i32. TEST NO. LOCATION D BELOW FINISH EPTH OF TESTS GRADE (Fr.) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS/CU Fl) SOIL TYPE RELATIVE COMPACTION DATE OF TEST LLDT / / 5 I'! O /Z 8 /05 0 77 9/ , 7Y R 7 /O U -/O / 9 / /O'/ / 7S-SO i/O 7T 9/ 2,39 /03-I/O 12.1 .39/ ItT/ 77g /O7ü 29-3 L67-3 z/SSO /3 D /O2 17- .3 9/ L3O'L'L VEIT / / S U -/SS /2/ /07 -39-s-- 70-7 S 12.1* /O9 / KT 921 396 I/c) /o9s 29d s- 1.30 /O9,__ /09 XT qz____ ___ 92 'ACTION Il/I_ENGINEERuNG I_ --GEOECI1CACONSWANTh TEST NO LOCATION EP7N7V - MOISTURE (PERCENT) .DRV UNIT WEIGHT (LBS/CU FT) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 90 7T 1-31 77 /072 '/0'!' L,'LvEE7 / 1/0-1/ r i,o /iY/ / 7Y q1 ID-A6 si 90- ' 12.3 ''O7 I'lL) -/9 S /3 /iDt i 77 'lAS LL)7-2. 70-7S /29 4/09 //O ciii IA16 vrn /20-125 I-i/I 4/12 00-03 /1/ /1/0 '/13 LOT / & O - 3 /17 /072 TT 90 /073 717 92 • ACTION ENGINEERING -GECI-JC*L CONSLA.TANTS TABLE W.O. 3Z//02.. • TEST NO LOCATION DEPTH OF TESTS BELOW FINISH GRADE 1) MOISTURE (PERCENT) S DRY UNIT WEIGHT -ALBS./CU.FT) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 90 ic-19-g/ '/7 2/0 / 3 141.1 - /C 2/ Z// L/TLoT/ '10-2/S /1/9 2//C9 zo T /0 5-/i ô iii /09 717 1210 s- -10 /2.// - /O7) /70 /029 77 90 1/22 SO -S S /2/ / 106. /23 90-9 i s- 1/2 9 /S-S0 /SYJ /oOS 717 90 2/2 Dir/-7' /2/I /090 7s-ô /2/1 /072 TT 2/27 (,S-7O i/O /0O) F i/9 LtDT s- /o-/ I'] / /ô2/4 AAACTION ENGINEERING -GWTECI-I%ICAL CDNSL*XAmS 515 • 0, • TABLE - W. 0. TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (FT) MOISTURE (PERCENT) DRY UNIT WEIGHT '(LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST C C13 10-2161 Z-07-13 S0 s- s- 99. 0 77 96 '132 L)T'I 05-10 1.30 to '133 Z-07- /-3 O-S- /?'1 71 9S- 20 -2. 5 122.S 4'3 - LLT/( '-/O-'IS '/37 Lo7'2 Os--b /37 '13 &o / O 6-0-6.Y ' 1D. 5- 1 ,6Z-40 00-O /OS /0q.3 zo T / 0 0-0 T /05 /18 5 44/ __ BLt'E,T I //120.6 '/O-'/ 5 /O. . /2U 6 41 /oS /J79 Wi /3L/cDLL/E/2T, 20 -25 //2 61W bi rcj/1 LOT . / Ds--lo /2.1 /O.. 7Y TABLE ACTIDN. w.O.32//02 ENGINEERING GTEC-I%ICAL. COr.JS4.*XANTh TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH ,GRADE MOISTURE (PERCENT)_- DRY UNIT WEIGHT (LBS.ICU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 4'h/5 ST&ffET LJ9IE 9 S-/O 0 /3 0 /o 0 8/ 2O-2 /613 1/00 93 9-3 93 CI,IL/E12T.3 O S /2. /0( 717 *9 60 /20. 9/ /20.3 9c) 17Ff /S-20 /S //(2 2/53 Z&'LULL/1f,27 /20-12. S /1/ ///.to 20.0-20S 12.2- //4/. 112.2- //1.2 -T 92- ,V5-7i.2J /O/ iT q, /4<0-14< 3 /0.2. . 1/2.9 93 /20-12 /0.7 /C) 92 "ACTION . . TABLE I ENGINEERING GEOEC1C COlJSUIXAN15 TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE -• MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST Y60 2 i 5- /O 0 /4/ / /O 0 7T 94I /0-2 7- I 12.1 / / / / /o-2&& /13 /O12 177 9/ /(3 L/4/ i)iTC/-/ LOT /1 '/0-4/5 /02 /1/0 92- 4S 0'L'LL'ET 0 S /2 0 /04" 2 fT 9/ /22- /0S2 Y6 7 "if /7 /-/'LOT// 08-/O lOS ///9 DLL//7_2 10-/5 I/O 1O9..9 20-25 /2 2 - /O/ 777 qjD '7 1/ LO( £DLJ/&V 3 /0.0 -/O. /2.2 iio.o LIZ- 9/ io-i'o-i z172 S aô -sr 9./ 102. 9 -ff- ./-/7-3 /00-/OS /. /020• q '/ F,'/7z/1 9 S -/0 O /-3'/ 169.2- TABLE I "ACTION Lw &\ENGINEERING GDTECI-JCL cos,jsur TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.). SOIL TYPE RELATIVE COMPACTION DATE OF TEST 4/7 LDT// /2-/ZS /IP73 /3 O 7s- IT 94/ /1-2-81 4/77 L InCh' L(JT /O /3 5-/'/ 0 L176 90 L179 vr 5-O-rS /05 iioO r _qz 1/19 iiiô 9', Z-07 In iv qs- /3 0 /0', S 7?7 -9-1- /i-J-i /07 L/4 7 oxci -'z 7 '1 /90-19 S 9.'L 9 . /20-/2 - ACTION .. . ENGINEERING L_ - GEDTECJCAL CONS&AXANrS TABLE W.O. 32/ba TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE (Fl) MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE RELATIVE COMPACTION DATE OF TEST '/qo 4&ox evzj' ii /30-/8S is s- / 0 A19 /12 /O 77 93 /10 /05/ 0/0 g- las qa 10- /O/ 9 '1q41 Oircj-' LLT/s /3 5 //2 O • //.0 /09.5 777 Qi '/9, /72H.LO7'/7 J/.) /12.3 92 '/97 / ô 1/ 104.9, 92 '/'76 z3ircH' LLD7/ - c, r /05 ///_ 93 qqq ILXCJJL112EI27.3 0 - /0 /00 /ô5V 7Y C7 500 LOT/?_ 20-2S //3 //Z 50/ 'LJLVE4ê73 /0-/5 q, 8 /029 VT 90 Li07 O0-0S 70 /o tS LOT/ /) 777: '?8 LOT i 0O-O 90 ,'/qo I=:1 97 TABLE I ACTION W.O. 32//02. LZLI ENGINEERING 1TT -GEDTECI-JAL CDNSLU.TANTS TEST NO. LOCATION DEPTH. OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT . (LBS./CU. FT.) SOIL TYPE . RELATIVE COMPACTION DATE OF TEST LOT 116.2 11-6-31 56 /7/i'.' LD7/6 tO-t _0 SB iL'CJJLL/EJ27 1/ 5S-.O 11.9 /07 91-1 57O /05-It0 /2.1 _. /05 10 -LE S7/ /7H'LoT/( to-/.S_.. /t'9 /039 . .IT ¼S72 LOX &JLVEJ2T 41 / 5) -/5Y S7 i'TeFfT '2 S-JO. 0 /1./ . q 7 77 qq S7'-/ Is ox ifui.j'jr /- Q S-2. C) /2.1... /OtS 92 1,7 .S17 1/0.0 92- S-/,R L/?/EtL - C)0-0 / /09 S79 L/7r/ILOT/L/ tACTIDN ENGINEERING -GEOTECHMCAL CONSLA.TAI.JTS TABLE I w.o. .32//OZL TEST NO. LOCATION DEPTH OF TESTS BELOW FINISH GRADE MOISTURE (PERCENT) DRY UNIT WEIGHT (LBS./CU. FT.) SOIL TYPE 'RELATIVE COMPACTION DATE OF TEST J20 .1)/IC/I.' LOT/3 tS.O /0. / I/O;! ..1 /I-/2-& S2 / 3 c- / ô / 2 / /0/ 9-2Y 9/ -u-si u13 S2a I/i uOc 717 523 LOT /3 2O 1/ / /09 2- S2- q LEAE C. 2 -3 O / / / 1,06 .1 7V 915- 52%5- 0 -o s - /4' 3 7l7 9'! 00-0S /3'? - /0L/ 2- 717 S27 L07:12. 12.1 - /0/'? sa5 .LLYT/L7 )O-O - /IO& 777 .529 BOA' L'LI/5/2r 2 /30-13 g 12.1 /0.3 0 90 L07'/4' O0-0 1/2 /OZ 7T LLD7/3 oo-o /7. 17T q? /TC AA, L7/( /O-/s ' /t2 16S2- S.341 /72fH.'L7-/4' 2.0 -2.3-. c9 /oa.i . .. TABLE 'ACTION S W.O. 2//1a. ENGINEERING I GEC-I1CAI CONSULTANTS TEST NO LOCATION DEPTH OF TESTS BELOW FINISH GRADE (Fr.)(PERCENT) MOISTURE DRY UNIT WEIGHT (LBS/CU FT) SOIL TYPE RELATIVE COMPACTION DATE OF TEST 717 S , LLDT In S37 LOT/I ___ L)T/2 0O-O /1/ /09C) 777 qO WT/3 OOS 9/ //3 99 171T 9a Lcr/(. 0. 0 70 y /2Ci /094' 921 / 'ACTION -.-ENGINEERING TABLEI BUILDING ENVELOP E,SUMMARY Form 1 BUILDING ENVELOPE COMPLIANCE 82/143 (NR-8/81) MLA/Architects 17848 SkyparkBlvdT: Project Designer: Irvine, Cal. 92714r Documented by: N.L. Olthoff Project Title Palomar, Oaks Business Center Date 3"8/82 Project Address Carlsbad, Cal Checked by Birtcher Pacific Date 27611 La Paz Road Building A LagunaNiguel, Cal. Permit Application Number: This form provides space to Insert summary data on the building envelope. -:Form I Is used In conjunction with Form 2 and Form 3 worksheets to provIdes the. necessary information on building heating (U-Value) and cooling (OTTV) design criteria compliance SITE DESCRIPTION (from Building'Location Data) - Location code Number Location 1., 157 Latitude S 2. 33.2 - Degree Days-heating , 3. 2092 Solar Factor, S.F. 122.7 Cooling AT, ASHRAE 6 (design temp. - 789F) -I BUILDING DESCRIPTION (from plans) Occupancy Type Code Number 6. 054 (from Occupant Ratings for Buildings and Rooms) Gross Conditioned Floor Area. ft :7 27,392 Number of Floors •. --. 8. 2 Average Gross Conditioned Area per Floor, ft?. 8a.13696 Average Wall Height per Floor.ft. l.g. 16 (facing conditioned space) HEATING DESIGN CRITERION , COOLING DESIGN CRITERION C Standard Proposed Standard - Proposed U0_10 429 _14 432 OTTVW _18 31 6 OTTV .21 14 7 Uor_ 100 U0 -__ .15 049 OTTVr _19 4.10 OTTVr - .22 l.'4.3 U f 12 245 0of - _18 - - S Standard , o Proposed °Y OTTV 2O. OTtV---------.. 23. .Maxirnurfl Proposed 5- - I :ij, 23 Allowable 13 271 U 17 248 -. p must not overall--- overall-- exceed Lii,. 17 Line 20 must not * exceed Line 13 Note Standard OTTV and Proposed OTTV are calculated on Page 4 of Form 2 Note Maximum Aliowbie Uoye rall and - Proposed Uoyerajl are calculated on Page 4 of Form 2 - I Note For heated and cooled buildings, OTTV r is calculated for the proposed Note: For heated only buildings, Uor Is . - building from Form 2 (Heated and Cooled calculated for the proposed building from Building) using the value from Line 25 for - - Form 2 (Heated Only Building) using the •- : the area of skylights and the value from value from Line 36 for the area of skylights Line 27 for the overall roof area The 5 and the value from Line 37 for the overall percent exemption does not apply to any of area , cooled buildings1 L. -. • •. - •S •d- Form2 (NIA-8/8 1) Date:._' 1 •-. -.• .,_ ' •--. ATERIALS DATA FORM ILDING ENVELOPE COMPLIANCE. oject Title BirtcherPacifi, Building A HEATING DESIGN CRITERION Wall Surface Winter MCF- Total ype Area. (12 U-Value Btu/hr-°F Type 9333 ,. .09 : 839.97.• Type 2 7231 * 495 x 75 a- 2684 51 yp03 X. Type _______x _______x -- ype5 x ______ x_______ wall 16,564 Total 2 3620.51 Door, Surface Winter MCF Total Type Area, it2 U-Value Btulhr-0F Type 1 2264 42 1,: 0 950 88 Type 2. ________: Type-3 x______ x Total "door 2264 p Total 4. 950 88 Glazing Surface Winter — Total Type Area, It 2 U-Value — Btu/hr-°F Type 1 -5337 ________ x 1 1 5870 70 Type2 Type 3 - _________ X _ Total k5 5337 — Total 8 5870 70 window 24165 jt2 Heating 8.' 10,442 09 Ilte 1+3+5 ' line 24446 t ..*.. . , l0,'442 09 ;-165, 24 9 432 line 8 IlneT Btu/hr-112-°F COOLING DESIGN CRITERION Surface 8ummer. TOeq -. Total Type , Area, f t2. U-Value Btu/hr- T,pe 1 333. :o9 x •44 . . 36,958.7 Type 2 - X % 23_u R2.249 Type x x Type .• x _____ Type _x * 0 Total Awall io.)6,c64 . ... . . . Total 11.119,283. Door •. Surface Summer TD'.q .o — Total Type . Area, t12 U-Value . - . 8lulhr Type 1 2264 __ 42 x 41,838.7 Type -2 . _________ _________ x Type .Total Adoor 12. . 2264. .. ... ., . . Total .13. 4l.88.7 Glazing Surface SF SC Summer T-.['. Total ,Type Area, 1112 U-Value Btu/ hr Type 1 5337 1 06 x...&..)] 146,020 3 'lype 2 ________ x + (—.x Type 3 ________ X[(— A 14 5337 r - Total 15 1461020.3 window - Total Total Aow 16 24,165 (12 -ôoollng 17 07 142 6 line 10+12+14 line 11413+15 OtTVw ±307J42.6.24.165 .. i. 12.71 • .4lflO1T line 16 Btu/hr-1t . — TERIALS DATA FORM (Hehted and Cooled. Building) )JeCt TItIo:Birtcher Pacific, Building -A HEATING DESIGN CRITERIONV.', oof -Surface . Winter 0 -. . Total ype Area, 11 2 U—Value Btulhr—°F V668 .12 ,. 13,'35 .049. 8,684 .' 0 425.52 ype 2 ype3 x . ype kotal - - -.. . 22,319, Total 20 1093.64 opaquelO roof -- . . . kyliht Surface Winter • .. .- - Total ype ' Area, 112 U—Value Btu/hr—OF ..•-V ypel •••-' . . ..__tJ,. -' - - x ype ype3 o1a1 . .. . . ... . .. 0 . . . 21. - - Total 22.'___________ skylight otai Total 23 _22 ,i91t2 Heating 24.,10 9 3 64 or line 19421 . line 20+22 , .'- I 1093.64 22,319 25.. .049 I1n924 . line 23 . Dtu/hr—ft I • .0.• .•••••.-•• • V I .. •. Page of Form 2 Date: COOLING DESIGN CRITERION., Roof Surface • Summer • •.;A.. M0 Total Type t Area, ft . - . . Type 1 . 13,63.5 ijix .048 .:79 v.92 a 19,502.7 Type 2 8684 :048:'1. •79•92 • 12,421.1. Type 3 ________ xiix Type .4 xjix x • V Total V •.• V V . . Total' 73h l 923.8 ,pague?0.22l3l9 V - }:V.;;V V V VV• : V. root Skylight Surface V •. -SC . Summer .T V Total Type V Area, . -' •' V -. V U—Value Blu/hr Type . . •18.' 0: Type 2 ________x [CLi..x...........)+( ,V V Type 3 Total s A 28. .. • . . - 0 0 0 V - Total g9. 0 skylight V -. Total • V Aor - 3Q.22,319_i" • • • V V V Total . Cooling 31.31,923.8 0 V line 28128 V V • V V lIne 27+29 V • ,. • - • V • V V • VVV:./ V • - OTTVr'31'9238 +22319 • 32._1.43 V • 1117031- Una 30 - .. V VV.V • Blu/hr --r. •- V - V V V V V - TERiALS DATA FORM(Hoated Only Building) Page 3 of Form 2 oject Title: Date: HEATING DESIGN CRITERION fete; Skylight areas. up to 5 percent of the gross ceiling or root na are exempt from the U0, calculation for heated only ulidings.- loot Surface Winter. Total ypo Area, ft2 U-'Value Btu/hr-°F ypel ______ x ype2 x ype3 x otal Total': 34.. opaque roof kyl1ght .-Surface' Winter Total rypo a. 'fl? U-Value Blu/hr-F l•44 rype 1, , rype2ç x otal ¼ 35 Total 38 skylight rotal or - - S fine 334-36 * - - 3ky11gh1 zempi- 2 on 138 ft line 36 x 06 Total ¼ 39 ft2 X 40 line 30 -.-l1no 37, adjusted line 36-38 or zero, • ,,., -• 4S S. .. whichever Is greater. Total Totnl A 41 f(2 ... Heating 42. llre 33+39 . .. :, -.-. line 34440 adjusted Page 4 of Form 2 Date • CAL..CULATIONS. PROJECT:ØJ'74' 1ë/,/ //,/ ,•4 PAGE:____ SUB S •. 1ORTH SOUTH •'EAST WESTTOTAI- . TOTAL #1: 'WALL WALL . -'— 1 • WINDOW Door '6'P /'X, -0— NET WALL #1 /I2 75 2t.3 93 NET WALL #2 —a- -q:3/(::. 9/ / ROOF ••':•_• S.. - • MAX ALLOWED U - 0 PROP. U ow -. • S S. •S • - • 5 4 . •.•• - • S•;,•• S • • or S PROP. U S • . - • - ;- - J -, ,: - I - 'S I•.t 4•5•• ,. t - PROP U o . • •. -. ••• . ••• '• - •'•• -S p r • - STAND OTTV S • S • • • - -45'. • - •:'- • - - .- . . S. 'r,'f.'- . - S . S •_•.-••4S• S ••4• •5. -S - ., ....- .5 1 . - . - •'••\__•,-S .•. 'S_. - 55 PROP. OTTV \_ - . :- S - • • - 5 5- 5- • .5 •9. f5''.1tThS5 i._ S PROP OTTV S •• - r . . -• .. S'S. S ,., S * St.-' •S ¼ - .5 5-•44S S9I - PROP OTTV 'S ••' - 5*- PROPOSED CONSTRU€TION ASSEMBJLY . rr BUILDING, ENVELOPE COMPLIANCE * 'j' I (NR-8/81) S .-.- ,. . ... ) Check on• and write In construction . es,embiy number below(e.g. -Wall- Roof-2, etc.) ( Wall-,j. Building 'A 1 rioof- 0 Floor- Sketch of Construction A8sembty Outside Surface Air Film .25 WOO Framing type: - . . - . Cooling . Heating If wood complete the following inside Surface Air Film . . .68 '' _ 68 - and adjust construction assembly . . . . Cooling fojr framing Heating Size: z X 'Total Thermal Re* slstance(RT) 12.62. 12.54 a Spacing-k- _- . . . . - . Cooling Heeting U-Value (1/RT) 09 09 Indicate area, weight of - Cooling Hcaring construction assembly, and .-. appropriate factors below:., t Wall: Area 9333 ft Note Total Rand U-VaJuemustbe adjusted for the effect Weight 11 lb/ft3 at framing when appropriate. r 1 0 MCF -44 'TDq ' Roof: Area Weight lb/ft3 - Mc '.. A Floor: Area 2 , _ft '"C (raised only) L / 4 tt PROPOSED CONSTRUCTION ASEMBLY. F o rm ' BUIL'DING. ENV ELOPE COMPLIANCE (NR-8/81) ) Check one and write in construction assembly number below (e g Wall- 1, Roof-2, etc.) '. !J Wall- 2 Bu'ilding'-2C j ricof- OFloor- Lint ni (Ancfr,Jrttnn (nmnnnAntR R—Vt,IA Sketch of Construction A8serTbIy Outside Surface Air Film : .68 - .68 - Framing type:- none - _; ;- Cooling. -.- Heating If wood complete the following Inside Surface Air. Film.•68 .68 and adjust construction assembly ing Cool Heating for framing: A i . - I .•' Size: - x .iotal Thernai Resistance (RT) - 2 02 •' 2.02 .Spacing,- O.J. 4 - - . Cooling. .- Heating -.. •. .. .-••. ti-Value(1/RT) - '495 Indicate area, weight of, . Cooling Heating constructIon assembly, and .-. '- .. - .. - -• appropriate factors beiow: - s .-. : : ,. . - Wall: Area - 7231 f t Note: TotalR andU-VahJe must be adjusted for the effect Weight 72 lb/ft3 o framing when appropr1ate..:.-- . -•. - - MCF-. - -- -: •. - . . . . .. - TDeq ... 23 - Roof: Area _ft2 - Weight lb/ft3,- . - M C Ac Floor. Area f t2 (raised only) - - -. vv .t: • . . 3 - ._ ..-,- '-• S .- S ---------------------------------------------------------------------------- PROPOSED CONSTRUCTION ASSEMBLY Form 3 BWLDING ENVELOPE COMPLIANCE (NR-8/81) / ) Chock one and write In construction assembly number -below (e.g. Wall-1, . -. Root-2, etc) o Wall- ri00f 1 - Building A O Floor- - - .'•. - - -- List of Construction Components . R-Value 2 . 3 '4 5 , J . . 1..-Built-up R0of ". . .33 .78 3, R-191nsu].ation 1900 - 4. Air Space 80 - ... AcoustiC Ceiling 94 Sketch of Construction Assembly 4 Outside Surface Air Film 25 17 Framing type wood ". Cooling : Heatlng If wood complete the following Inside Surface Air Film 92 ' 61 and adjust construction assembly Cooling Heating for (rarTl!flg. Size - X - Total Thermal Resistance (RT) 23 02 22 63 Spacing - 0 C. Cooling ' Heating ti-Value (1/RT) 048 049 Indicate area, weight of construction assembly, and . : . -; •-• .. Cooling -, ' Hcatlng appropriate factors below ' . 4 W all:A _____ ft I, -••- • Note: Total Rr and U-Value must be adjusted for .•-••• the ef!ect Weight - _Ib/ft3 of framing when appropriate. 4 MC F j TDeq - Roof: Area 13,635 f t 2 Weight 18 7 lb/ft3 - MC f ':..:..- •• c Ac Floor: Area Y ft 2 * (raise d 7 1 **•-- . - 7. .' .• $ PROPOSED CONSTRUC thON AssMLv Form 3 BUILDJNG.ENVELOPE COMPLIANCE (NR-8/61) ) Chock on• and write In construction assembly number below (e.g. Wall-I, ;• Roof 2, etc) - Wall- rioof- 2 Building A Floor- List of Construction ComoonentR fl-Value -- - - - - -,--------- 1. Shake Roof 1.69 2 Building•Paper 12 - 3. Plywood: 62 - 4, R-19 Insulation 19 OO 5 Gypsum Board 45 - Sketch of Construction A8sembIy Outside Surface Air Film 25 - 17 - Framing type wood Cooling Heating If wood complete the following Inside Surface Air. Film 92 61 and adjust construction assembly Cooling Heating for framing Size - ' X -_-, Total Thermal Resistance (RT) 23 05 22 66 Spacing Cooling ,.. Heating U-Value (1Rt) 048 049 indicate area, weight of Cooling .Hcating construction assembly, and appropriate factors below -. Wall: Area f t Note Total Rand U-Value must be adjusted for the effect Weight _lb/ft 3: of framing when appropriate. MG F TD eq - Roof: Area 8684 _ft2 WeIght 18.7 lb/ft3 MC 92 .7•9j -. :. -•' -. :.:. - ---.. Floor: Area*.,' ft (raised only) , - - ,-. 4 S ( - - - N . BUILDING ENVELOPE SUMMARY - BUILDING ENVELOPE COMPLIANCE MLA/Architects (NR-8/81) 17848 Skypark Blvd. . Project Designer:_Irvine, Cal. 92714 . Documented by: N.L. Olthoff Project Title Palomar Oaks Business Center 1 Date 3/8782 Project Address:—Carlsbad, Cal ... Checked by Birtcher Pacific Date 27611 La Paz Road -..' 'Building B Laguna Niguel, Cal. Permit Application Number: This form provides space to insert summary data on the building envelope. Form 1 is used In conjunction with Form 2 and Form 3 worksheets to provide the necessary information on building heatlng.(U-Value) and coaling (OTTV) design criteria compliance. . A SITE DESCRIPTION (from Building Location Data) Location Coda Number . 157 Latitude . t...l* 2 33.2 Degree Days-heating ;y3. 2092 Solar Factor, S.F. . 4. 122.7 Cooling LT, ASHRAE S. 6 (design temp. - 78°F) BUILDING DESCRIPTION (from plans) .: Occupancy Type Code Number' 6. 054. (from Occupant Ratings for Buildings and Rooms) ,,. Gross Conditioned Floor Area. ft2. 7 5107 Number of Floors - 8. 1 Average Gross Conditioned Area per Floor, ft.2 ' 8a. 5107 Average Wall Height per Fioor,ft. g. 20. 5. facing conditioned space) HEATING DESIGN CRITERION . .. COOLING DESIGN CRITERION Standard Proposed Standard Proposed Uo -- 429 0ow 14 272 OTTVW 180 31 6 OTTVw .21 9 86_ 00 207 4 10 19 88 1or Uo-- - OTTV r _ OTTV _22 - 12 245 U0 f 16of I Standard 10 - Proposed'- '- -- '± OTTV ....... OT1V .......... . 23._........ Maximum . Proposed - . Line 23 Ailowabls 3 - .275 •• 17 .241 overall--1 - overall . . . I must not - _______ - exceed Lin. 17 . : ' S . Line 20 must not exceed Line 1.2 Note Standard OTTV and Proposed OTTV are calculated on Page 4 of Form 2 Note Maximum Allowbie U008i, and Propçsed Uoverajl are calculated on Page 1 4 of Form 2 Note For heated and cooled buildings, - .. OTTV, is calculated for the proposed 1 Note: For heated only buildings, Uor is ., - building from Form 2 (Heated and Cooled calculated for the proposed building from - Building) using the value from Line 25 for Form 2 (Heated Only Building) using the the area of skylights and the value from value from Line 36 for the area of skylights - LIne 27 for the overall roof area. The 5 - and the value from Line 37 forthe overall . .. percent exemption does not' apply to any, roof area cooled buildings ATERIALS DATA FORM UILDING ENVELOPE COMPLIANCE oject Title: 'Birtcher Padifi(j Bui1ding B •Form2 (NR-8/81) Date:- : -: HEATING DESIGN- CRITERION' Wall Surface Winter MCF Total Type Area. ft 2 U-Value Btu/hr-°F Type 1 -2983 . 09 l'O. 268.5'.- Type * - . x _________ x Tyje 3.. 1748 -x' .08 :' - 104.9 Type 4 _______ _______ Type 'x A wali*. -Total - ,373.4 4731 . - '. Total 2 T I . - Door Surface Winter LICF Total Type Area ft2 U-Value - Btulhr-0F' Type 1 632 42 1 0. 265 Type 2.- . Dyp. 3 _________ x _________x Total- 632 - 265.4 Adoor 3• _________ Total 4 Glazing Surface Winter Total Type Area, ft 2 U-Value Btu/hr-OF' Type i. 988 1 1 • '1086.8 . Type •-• ______ ______ Type3 x Total ' 988 Total 8 o-86.8 ' window - - . •:. ,' :- Total.' 6351 2 Toial Heating 8 1725 6 ,. line 143+6 line 244+6 4 6351 1725 6-,"' 272 line 8 line-7 , Btu/hr-ft ;, . -. • '., - '-. -. 'l . _____ COOLING DESIGN CRITERION. ! Wall Surface'Summer TDeq - Total Type Area, ft,2 U-VaIue . - Btu/hr Type i • 2983 . '• 09 a 11,812.7 Type2 _____•X Type 3 1748 .08 x 23 - 3,216.3 Type _____x_____ Type ______ 10 4731 Total 11 15,029 Awall Door Surface Summer TD.q Total Type Area, U-Value . Btu/hr -- 632 ;42 . 44 11,679.4. Type I x _______ x _______ Type2 _x '- x Type3 ______ x 12 door 632 Total 13 11,679 4 Glazing Surface. '.SF SC Summer AT . Total. Type' '. Area, ft2. U-Value ,.-..-Btu/ hr -Typeit 98,8 :x[(3Ox.7)+(l.06 x6)] 271031.7 ..Type 2 'Type 3 x[(......_..x...........)+( x.......)] - Total 988 15 otal 27,031 7 14 window Total 16 6351 .tt2 "I" '.dodling. Total 17. 53,740.1' :1 lln'e10+12.i-14 - '. line 11413+15 -: 57401 6351 8.46 OTTV Is., line ':' •-,-lInol6 • - • - Btu/hr-10 -'S TERLALS DATA FORM (Hoà &d and Cooled Building) ject Title: HEATING pESiGN CRITERION . . oof .-"Surface -. ' Winter '11 ; ;• ;--'-,, -- . Total Btulhr—°F ype ' Area, it2 U—Vaiu. - y p e I . •'• -- ype 2 4758 049 ' 233 1. ypa - ... . ., . /' ype4 otal 4758-- opaqtie10- -.-..'... . •-'. .. S - . - T.otal .o... 2'L1- roof .• kylight' .Surface ' Winter -- - -:' -. . .' . Total ype Area, 2 U—Value 8tu/hr—°F 840 type 1 1 - 924 1 ype 2:. - x ______ .S. •° .5 S rype3 ______ Otai....,. . . ..• '.r ' .. . . 21 840 ' Total.,. 22.924 8ky11gh1. -. . . .' -.. .:..... 5598 HeaLing 24 23. ft2 h157 1 - line 19421 line 20122 1157 a 5598 26 207 line 23 . - . Btu/hr-fl--F. 0, 54 A 5 S. .5. 0• 0 ' . S ' S. A . * •5 S. . •A.,. .. . ._ S A .2 $5 S *•J .. - :. . S k , 1 5. .. . S - . - 0• . .,-..*., •0 S . . . •, '.5 * •. * ' ' S COOLING DESIGN CRITERION Roof :- "Surface. S-ummer Ac Mc Total Type . Area,' ft.2' :—U—Value :. -. -'- Btu/hr- Type '1 :- -• x±!x - x.. . . Type 2. 4758.-xilx . a48. x _____ ____ . 680.5. Type'3 •:•-. -- 02 . Type 4 - x.i.tx 'X ____ X _= Total je.4759 Total 6805.6 - roo? Skylight • Surface . . SC Summer &T Total Type '.,'Area . f2 - . U—Value . . flu/hr rpe1'- T84 01 7 x [18:x7')+(-1.o6 x.J'74'7264 Type 2 ••-• x [CU.!x..._...)+( x.........J)' Typo 3 . . ". - otal 28 840 .T Total;29.74,726 4 skylight - -. Total - 5Aor tt2 S Cooling 31. line 26128 üne 27+29 S : .:'- 14 6 -.5 . . S . '-;.; -- -. . . . . -. , 5 , ;•-• ..• -.4, S 55 ' 0 OTTV a _81,532 + 5598 32 .,',• line 31 LIne 30 . flu/hr—ft2 S -- •5 • S - .'-' ,.'.S-• S 4 5 - - 5'_ -S . •'"' .'-' ! .5. . : 0, .5. - .. -- •....- . S . . 04 5 •.•1 - S. 0• ( .5 - -: .-,.; •:- -, • •• - IERIALS DATA FORM (HOatod Only Building) ject Title: ,.,HEA TING DESIGN CRITERION .. to: Skylight areezup to 5 percent of the gross ceiling or roof en are exempt from the • U01 calculation for heated only 11dm g s. I of./ Surf ae .. Wintor . ''.' - Tolat' pe'Y' Area, It. U!-Value Pe 8 2 x pi 3 - x 33.... . .J•, - Total 34. paque . . '...-.' ool yllght Surface Winter . . Total pe ' Area, t2 U-Value Btulhr-0F pei' . :T -, ype.2. ______ x tal Total 30. kylight or fine 330 .. kyllght — xempt- 2 38. 1 It . ., . . .jt 11ne 36 X 06 ' Total BW/hr-°F 39 -' - 112 x ' ' 4-i 40. kylight line 36. I1ne 37. Rdu5lOd line 35-38 or zero, I t whichever 51 is greater -, --s- f ... I •. . I - otal • Totni 41 it2 8' quo roof tine 33+39 Healing 42.1 op line 34440 adjusted 43. - 0• ATERIALS DATA FORM ' Page 4 of Form 2 Date: ....HEATING. DESIGN CRITERION .. Floor Surface Winter Total' ?: Typo . Area, f2.• U—Value .: . : - : . Btu/hr-0F Type1 ______ X .Type 2 X .. . . Type 3 .. ci Type4 x Total - Total Aiioor44 - .. Heating 46 - - 0, lIne 45 lIne 44 Btu/hr—fl-°F . CAiCUL'AT±ONS PROJECT:8Jf'7 ,gç'. /P/4/ : . .. PAGE:____ SUB NORTH SOUTH EAST WEST TOTAL TOTAL WALL #1:- WALL - -'- -- WINDOW Door , (~) -NET WALL #1::. .. .7953 WALL,: NET ROOF MAX ALLOWED U0 PROP. U :. . • ow • - .,. .. - PROP. U or PROP U 0 STAND. OTTV: •• . . -- -: T- PROP.' OTTV w • - • . . ---'•'-:--• PROP OTTV r -PROP.' ROP OTTV : •;• . PROPOSED CONSTRUCTION ASSEMBLY Form, 3 BUILDING ENVELOPE COMPLIANCE (NR-8/81) Sketch of Construction AsembIy Outside Surface Air Film 25 17 wood Framing type Cooling Heating If wood complete the following inside Surface Air Film 68 68 and adjust construction assembly. . . - cooling Heating for franlng Size _____ X Total Thermal Resistance (RT) 12.62 12.54 Spacing_______ '.i C.. Cooling Hceting ti-Value (uRT) 09 09 Indicate area, weight of - - : ,o, Cooling Hcaling construction assembly, and appropriate factors below 1 Wall: Area 2983 f 2 iota TofaIR and U- Value must be adjusted (or the effect Weight .11 lbIft3 of framing whn appropriate. MCF 10 ) 1 = TDeq 44 Roof: Area _ft2 Wetght ______ lb/ft3 Mc - Ac I Floor: Area ft2 (raised only) I 1. • £ F - PROPOSED CONSTRUCTION ASSEMBLY Form 3 BUILDING ENVELOPE COMPLIAN'E V (NR-8/81) ) Check one and write In construction - assembly number below (e.g. Wall-I, Roof-2, etc.) V - V V • )Vx_ V V V V Wall- 3 Building B I r1001 0 Floor- V . V List of rcfructlon (ThmnnnnntR V V V R—V1uA V Sketch of Construction A8sembiy V V V V V Outside Sface Vj Film'68 ., V 68 - Framing type wood Coolin.t.:; Heating V It wood complete the following ' Inside Surface Air Film V' V V .68 ••-.'6 V 8 and adjust construction assembly : .coollng V- Healing V for frmlng I Size 2 - X • 4. Total Thermal Resistance (RT) 13 474 13 47 16 a '-''-s. .Spacing - -. Cooling ' * Heating - - - 08 .. 08 U-Value (1/RT) Indicate area, weight of Cooling Hcatlng construction assembly, and appropriate factors below V 2 Area ft ' .,Wall: V 1748 V V V V V. V VV 4V V V V and Note: Total R U-Value must bea jus tedVfo;theeffect. Weight 72 Ib!ft3 of framing whn appropriate MCF 75 V TDe 23. V : Roof: Area ft2 5b I V5V 4. ..- -. Weight lb/ft3 - -. LI Ivc - V _- V V-VVVV 4 'V VV & V V V ACV VVVV4 V V 5. Floor. Area ft .4. (raised only) . V V + V - + V V V j V V V • V.. VV V V 44 V V V V V (+VV VVVVVVVVVV 5_V • •• VV4 V, V • - V V V ' V - V V V • V - V V V ,V V V f V V V V V V. V V V - V V/ V 5 V V V V V V• +V V VVV V - V 'S 4 s• -. r VV V V V V-V V VVVl VVV4 V +V• V V VVV V V t VV V. tV - -V - 'V - - PROPOSED CONSTRUCTION ASSEMBLY • Form 3 BUILDING ENVELOPE COMPLIANCE . (NR-8/81) -V .. _VV• S..,- V -, ) Chock on. and write In construction ..V assembly number below (e.g. Wall-I, 1 Roof 2, etc) - .. C1 Wafi- V. ••4V . V hoof- 2_ Building B o Floor-, V List -of, Components . . .R—Value -VV 1 2 3 - 1 Shake Roof • - - . 1.69 __ng Paper .12 1900 ard .45 6. TII 41. Sketch of Construction Asembiy Outside SurfacV e Air Film 25 .17 Framing type wood Cooling Heating If wood complete the following inside Surface Air Film',,92 61 and adjust construction assembly V. V CoolIng Heating for frarflln V IVV VVV Size: _' X -. - V• V .Total Thermal (R.-) . :'-- . 23.05 22.66 V V -• V . .V V 4 .. .Spaclng '-'•'-'•• S • V .. S V V S Cooling . Heat ing . - - S - V V • V •• • - VS •. V 3 U-Value (1/11T)048: -: 049 Indicate area, weight of Cooling Hcating construction, assembly, and V V . S - •. •., 1 appropriate factors below Walt: Area i. IJote Total and U-Value must be adjusted for the effect Weight ' lb/ft3 of framing when appropriate. MCF Roof: Area 4758 ft2 Weight 18-7 lb/ft3 V .VMC • • .92•.Y V V • ,, - - - . • - •. - Ac 79 2 Floor. Area ' 2 -. (raised only) * 4_ 4 * 4,- V •V V, •V :VV. •V, •V . •,V VVV VS VV•S V3V.V 4 VS . • .' 3 4 •• .-. •4 -, -. .. - BUILDING ENVELOPE SUMMARY Form 1 BUILDING ENVELOPE COMPLIANCE . (NR-8/81) MLA/Architects . . 17848 Skypark Blvd. Project Designer:_Irvine, Cal. 92714 :, Documented by: N.L. Olthoff Project Title Palomar Oaks Business Center , Date 3/8/82" Project Address: Carlsbad, Cal. Checked by:. Birtcher Pacific . Date:, 27611 La Paz Road Permit Application Number: Building C.. Laguna Niguel,.Cal. This form provides space to insert summary data on the building envelope. Form 1 Is used in conjunction with Form 2. and Form 3 worksheets to provide the necessary Information on building hoating.(UValUe) and cooling (OTTV)cieslgn. criteria compliance. BUILDING DESCRIPTION 's. (froth plans) - Occupancy Type Code Number . 054 8. (from Occupant Ratings for Buildings and. Rooms) Gross Conditioned Floor Area. ft2. 7. 3659 Number of Floors 8 1 • Average Gros3 Conditioned Area per Floor, ft.2 ' 8a 3659 Average Wall Height per Floór,tt; 20 (facing conditlonod'space) : ' HEATING DESIGN CRITERION ,• . COOLING DESIGN CRITERION Standard Proposed Standard - Proposed 10 429 14 32 31 orry 6 OTTVW .21 13 23 Uor_ _i 100 Uor-- ....15 049 OTTV 19.4.10 OTTV ..221 43 - U01 __12 245 1 of - -16. 4 Standard 20 97 Proposed 7 58 . ' . .. OTTV......... 20... OTIV.........23. Maximum Proposed Allowable'13 219 LIe 23 ' I not .. .. must 302 U 17 overall-- overall - _______ -. ' exceed tin. 17 Line 20 must not •• . •,. '• - - exceed - Line 13 Note Standard OTTV and Proposed OTTV are calculated on Page 4 of Form .2.*- Note Maximum Aliowble"Lfo y era ,, and Proposed Uovoraii are calculated on Page * " - 4of Form 2 '2 Note For heated and cooled buildings, O.TTV, is calculated for the proposed ' Note: For heated only buildings, Uor Is :,. building from Form .2(Heated and Cooled calculated for the proposed building from:' .- Building) using the value from Line 25 for. Firm 2 (Heated Only Building) using the the area of skylights and the value from value from Line 36 for the area of skylights , Line 27 for the overall roof area. The 5 and 'the value from Line 37 for the overall. . percent exemption.does not apply to any. roof area cooled buildings " - . -. ... 2 - .%Sa, .- . - .'.4.- . ......-.- -. .- .. .-• t_'.-.••. - -. • TERIALS DATA FORM ILDING ENVELOPE COMPLIANCE. Ject Titie Birtcher Pacific, Building C HEATING DESIGN CITERION . Wall Surface Winter MCF Total Type Area, 111 2 U-Value Blu/hr-°F Type 1 4506 A 09 x 10 .405.54 Type2 2028 'X, .495 x . 7.52.90 Type x Type x- Type ______ Total Awali1. 6534 Total 2. 1158.44-4 Door Surface Winter MC . Total Type Area 2 U-Value . : •. Btu/hr-0F Type 1 732 z .42' . 307.44 Type 2. rypo• 3 ________x . Total- Adoor 3• 732 Total 4. 307.44 Qiazlng - Surface Winter Total Type Area, ft 2 U-Value Btu/hr °F Type 1 1160 x 1 1 a 1276 Type Type3 x Total window 1160 - -. . Total o S. 1276 A 7i 8426 ,2 2741Total. Total Heating 8 88 line 2441-U line 1+3+5 Uow 2741.88 8426 . .325 line 8 IlneT Btu/hr-fl2-°F Form '2 (NR-8/81) Date:- COOLING DESIGN CRITERION.- . . Wail Surface Summer TDO q Total Type Area, ft 2 .0 VANS . ,, . flu/hr Type i 4506 x .'09" x .44 17,843.8 y 2 . 2028 495' 23' _ . 23,088.8 Type ______x - x Type ______ .... Type _____ 10 _____ Total Awall , 6534 Total 11 40,932 6 Door Surface Summer. :. TDsq ' Total Type Area, ft.2 U-Valus . flu/hr Type 1 - 7.32.. _ '42 44 13,527.4 Type 2 ' •, x ________ * ________ Type , . * ______ x ______ .T,otal .' Adoor 12.732 . . Total 13. 11,527.4 Glazing , Surface SF SC Summer . AT Total Type Area, ft2, 122.7 U-Value - Btu/ hr Type 1 ,160 [('x.7)(_1.06 14,760 .Type 2 1000 x[(.2.x....L)+(106 x6)]ii 27,360 Type ,3 x[(_x......)+( Total 1160 Total 15 42,120 window Total Total Aow e. 8426 ji2 . dodling.17. 96,580 Iine_10+12+14 . .. ' line 11413+15 OTTV 96,580 . 8426 18.1146 line 17 17 line 16 B tuIhr-1t TERIALS DATA FORM (Heated' and Cooled puilding) oject Title: Birtcher Pacific, Building C HEATING DESIGN CRITERION .. oóf '----'Surface ' Winter ' '.' Total ype Area, ft2 U-Value Btu/hr-°F P 1'.: .34.7.6.'.O49:. ' .L - '. 170.32 ype 2. 1834 . '.049 . 89.87 ype3• ype4 ' ' '• ' '' . _________ otal . •°' .• -.. 5310 • opaque19 Total 20 2 19 - kylight Surface Winter • • . Total ype', Area, It. U-Value: '.. .. . BtuIhr °F , ype1 rype2. x rype3 _______x rotal 21 Total 22 skylight Total j3•'53 ' t2 : Total Heating24.26019 lin e 19421 - line 20422 .. .1.. 5 ...... . , . .. . - . 5310 25 049 Uor _2601 I1no24 line 23 ...- . Blu/hr-fl c ..,. .... . ..S..S .. • 5 •. - . .. '..;* - . 1''' .' . .'5 --'.. . ,.. •:. :... '., ' . ' .. F' S ...-.. ... .,, . a.. .5 ...... . • ,, ..•..., S . , .. - . .5 . •- ' . I . .. ,. :. . - • S - •• . , S .5 . - -S 5 .5 S .. ,-. .. '% .. S... 5, '.. 5 Page 2otF'0rm2 Date: COOLING DESIGN CRITERION Roof ... . Surface Summer A C AAC Total Type Area, ft.2 U-Value - - .- Stulhr- Type 1 3476 xi11x_:048 .79 x .92 = 4971.9 Type, 2 1834 xj!x .048 x 7 x .92 . 2623.2 iype3 -' xji.x x ____ x ____ - .A1_.A.,_ _______ TypO4 X. A ____ A - Total .7595.1 cjpaue°5-3 Total root Skylight Surface . SC Summer AT ' Total Type Area, 2 . U-Value . . ' Btu/hr Type I . _______x [(LI 8_'x.._)+( Type 2 _______x [UJx_)+( Type 3 . x_) 4-( . . 28.- Total 5. .. Total 29.- skylight : - Total 2 0 Total -7595.1 31. Aor 3Q.531° it . Cooling ,, •: line 26128 . ., -- .- . . 2, . lIne 27+29 OTTVr 7595.1. +5 3 .1 0 '.- : 32. _1.43 line 31 . ' Una 30 Btu/hr-112 ---S...-, S S •'•S 0 Sr .5 •'' :' V V Page 3 of Form 2 V V ' Date: V V JV .V. V V. V V Uor '- V VVV 43 V line 42 .11ne 41 :' Btufhr_ftZ0F V V S VVV V V• V V V VV V V •VSVVVVVV.V..VV, V V - V* tSVVV* - - 4 t V V V •VVV ' , Vi V 'V rERIALS DATA FORM (HOatod Only Building) Ject Title: HEATING DESIGN CRITERION ,- Skylight area, upto 5 percent of the gross ceiling or rooi an are exempt from the U0,. calculation for heatedoVnlyV ildings. , ' of ' S ur face '. Winter '' •! Total' 'p0 .Area, t2 U7-Value BWfhr—°F 4 4 • 3 '-S 4 4 'p0 1 _________ x 'p02 ______ x 'p o3 x tal - 33. Total 34 paque ,. . . kyfight ' Surface Winter Total P < Area. ft2 U—Value BIuIhr"F p pe VVV 'pe2 X. )tal 35 Total 36.-- kylight. otel 2 31'., ft - - fine 33436 .. kylight 4, xempt—' '• 2 t 38 line 35 x 05 , Total Btu/hr—°F * 'V 9 V. -40., Vkyllght line 36 . 'line 37 V Vdjueted line 35-38. V 'VVVV V V'*V •' V V V V. or zero, whlchevet V ;i .' ' Is greater " . otal V, V' Totnl'V V rt2 .- .. - V V Han tIng 42. roof line 33439 ' line 34440 adjusted ' V VV4 V V V V VV Vt V ,VV,tV V V V V Page 4otForm • • Date: CA LC U T. 'l- N S PROJECT:8Jr4 - PAGE:____ SUB NORTH SOUTH.EAST-WESTSTOTAL. .TOTAL WALL fl:77;2 F39.2 958 WALL 42 - WINDOW Door NET WALL #1 77 7c NET WALL::".cp ROOF ,- 1X MAX. ALLOWED U0: PROP. U :. S . -. - - . . •. -- PROP. U or .- - . - ..- - -. •.-- PROP U 0 . - .'•2 '••.S,: S STAND OTTV I PROP OTTV w PROP OTTV r PROP. OTTV PROPOSED CONSTRUCT A'EMBLY . F orm 3 BUILDING ENVELOPE. COMPLIANCE (NR-8/8 11 t . . . .. ) Chock one and write In construction ass embly number below (e.g. Wall-1, ... .H_..,,: •' Roo(-2, etc.) IJ Wall- _i_- --Building .C, OFloor- Sketch of Construction Asembiy . .. --. -..-. . . Outside Surface Air Film 25 - 17 Framing type - wood Cooling , Heating If wood complete the following . Inside Surface Air Film .68 '..68 .. and adjust construction assembly -.. - :. - Cooling --J Heating - .. . for fram!ng Size X —. Total Thermal Resistance (RT) 12 62 l2 54 Spacing 0 C. Cooling ,Healing . 09 09 U-Value (1/RT) Indicate area, weight of -- s... - Cooling- r Hc ating construction assembly, and - appropriate factors below Wall::.Area 4506 - ft -.-- - Mote Total and U-Value must be adjusted for the effect Weight lb/ft -, of framing when appropriate. MCF TDeq 'H - -. Roof: Area Weight lb/ft3 Mc Ac - Floor: Area ft 2 - (raised only) - - . ... - - :_-. ,- -.•- -- • PROPOSED CONSTRUCTION ASSEMBLY Form'3 BUILDING ENVELOPE COMPLIANCE (NR-8/8 ) Check one and write in construction assembly number below (e.g. Wall- 1-, .- Roof-2, etc.) .-.- ..'., •-,-: -. .. .(3 Wall— 2 - Building C - i ioof—.._ - - 0 Floor- t_it of (Thnctrurtnn (cmnnrcntR R—Valuci Sketch of Construction AseEibiy '- - Outside Suface Air F1Im,• _.681 .68 - Framing type: -_none. -. -, I -• ':: Cooling.. Heating • If wood complete the following Inside Surface Air Film .68- :: I .68 and adjust construction assembly - -• Coo/I , Heating for framing.' .. Size:-, X _____• Total Thermal Resistance (RT) 2 2 02 Spacing 0.r, Cooling Heating 4 5 - 9 U —Value(1/RT) . 95 - Indicate area, weight of Cooling Hcatlng construction assembly, and appropriate factors below. - Wall. Area 2028 ft2 72 Wote Total RTand U-Value must be adjusted for the effect Weight lb/ft3 of framing when appropriate. MCF 75 TDe q 23_ Roof: Area ft2 Weight lb/ft3 II ';-- -• (V1 - - - - • -- - . -. •• - - - - - -- -rf AC -- - -.' - .• ..- •--- - Floor: Area - ft 2 (raised only) illi - • .- -, --.: .--- --. - .- \ • 4 - .- PROPOSED CONSTRUCTION ASSEMBLY Form 3 BUILDING ENVELOPE COMPLIANCE (NR-8 ) Chock on@ and write In construction assembly number below (e.g. Wall-I, Roo(-2, etc.) Wall- L r100f 1 - .....,.Building C Floor- - - List of Construction Components - R-Value 12 34 I. I 5 1. Built-up Roof ..33 \LLL. 2 0 625" Plywood 78 \ 3&1 R-19 Insulation 19.00 - I Air Space 80 5 Acoustic Ceiling . Sketch of ConstructIon A8sembIy Outside Surface Air Film 25 - 17 - Framing type wood l . Cooling Heating - If wood complete. the following Inside Surface Air Film .92 J- .61 and adjust construction assembly - - - - Cooling •- Heating for framing Size -___' X - Total Thermal Resistance (RT) 23 02 '22.63 Spacing - a 0 C. Cooling Heating U-Value (1/RT) 048 049 Indicate area, weight of Cooling Hcating construction assembly, and appropriate factors below:, .. Wall Area ft 2 _________ note Total Rrand U- Value-'must be adjusted for the effect Weight ib/0 of frahilng when appropriate. 4 M C F T De q Roof: Area 3476ft2 Weight 18 _71blft3 Mc 92 Ac .79 Floor Area ft2 (raised only) L - • -- - ... i.-- .- ..-- - . •• - - -.- -- -- . _- 4 4 a - PROPOSED CONSTRUCTION ASSEMBLY. ' . Form • 3 BUILDING ENVELOPE COMPLIANCE (NA-8/81) Check one and write in construction assembly number below (e.g. Well-I, Roof-2, etc) - C1 Wall- hoof- 2 Building C o Floor-'. List of Construction "Components R-Valuo - 1 Shake Roof 1.69 Building Paper: ;.. 12 : Plywood i 62 19 00 - R-19 Insulation 5 Gypsum Board 45 - 7. Sketch of Construction Assembly Outside .Sfàce Air Film • 25 .17 Framing type wood - Cooling Heating If wood complete the following Inside Surface Air. FII 92 .. and adjust construction assembly ' •. • Cooling '.97,. Heating far frainIng Size; .'X - .Total Thermal Resistance' (RT) 23.65 22.66 Spacing - a 0 C. Cooling .. Heating .,U-Value (1/ T) 048 049 - indicate area, weight of - Cooling Hcatlng construction assembly, and appropriate factors below 2 Wait: Area - - t :- •. •--•. ••• 4•,•.. Note- Total and U- Value must be.adjusted for the effect Weight - lb/ft 3 ' of framing when appropriate. MCF = TDeq 4 Roof: Area 1834 ft2 WeIght 18 7 lb/ft3 Mc 92 4 Ac -. •'t--: ,,.,c • •;•-- •--. Floor: Area ft (raised only) S. ••1 - - 54 .•'5. • . . •.. .•.•,-•, 4' .. -- 45 • -S . - •..• •,• -•• •. -S. • • -. ••445 •• •. • ,- S • ;•• 55 t -4 S I •. - - - BUILDING ENVELOPE SUMMARY Form 1 UILDING ENVELOPE COMPLIANCE . (NR-8/81) MLA/Architects .L/0'iOJS.yJ)C.LJ'.D.LVLL. Project Designer: Irvine, Cal. 92714 Documented by: N.. L. Olthoff Project Title Palomar Oaks Business Center, '- Date 3/8/82 Project Address: Carlsbad, Cal.- -' Checked by: Birtcher. 'Pacific' - '.-': •- Date: ... . 27611 LaPz.Road' . Permit Application Number: Building D, Laguna Niguel, Cal.. . + This form provides space to Insert summary.data on the building envelope. - Form 1 is used in conjunction w!th,Form 2 and Form 3 worksheets to provide the necessary information on building heating (U-Value) and cooling (OTTV) design criteria compliance. SITE DESCRIPTION . ,'-- . (from Building Location Data) Location Code Number 1.. 157 Latitude - . . ' 33.2 Degree Days-heating. . 2092 Solar'Factor, S.F. 4. 122.7 Cooling LT,-ASHRAE .S. 6 (design temp. - 789F) HEATING DESIGN CRITERION Standard Proposed p 10. 429 Uo 14.-.456 100 or U _____ ..15. .049 U01 _12 245U ..18 - ., . . Maximum " ''CS' .Proposed ., . ,. Aliowabis -' 13 •,.)UO ti '17 overall— o .306 verall-- Line 17' must not - 0 - exceed Line 13" -Note: Maximum Allowble' Uoyerall and Proposed Uoverali are calculated on 'Page. 4 of Form 2. - -, Note:. For heated 'only bu!ldln;s,Uor Is calculated for the proposed building 'from:: Form 2 (HIated Only Building) using the value from Line 36'for.the area of skylights and the value from Line 37 for the overall -.- roof area. , ..... ' . . •- _______':--- BUILDING DESCRIPTION . (from plans) Occupancy Type Code Number . ,, 6. (from Occupant Ratings for . Buildings and Rooms) Gro8s Conditioned Floor Area. ft2 . 11,116 Number of Floors .' 2 8. Average Gross Conditioned Area per Floor. ft2 ;- ' ' .. ' 8a 5558 Average Wall Height per Floor,ft. ' ,14 (facing conditioned space) 'S COOLING DESIGN' CRITERION Standard , ", ' ' Proposed oTTvw:.:..._ 18.31.6 ofry .......21.29.7 0TTV r .S..f._19410' 0TTVr 22"43 Standard ' '. Proposed , OTTV ... L" 20.2 '4"OTtV ........ _. Line 23 -I ''' •, "must not -' exceed Line 20 - (,-,,•- "• Note: Standard-OTTVand Proposed OTTV are calculated on -Page 4 of Form 2. - Note: For heated and cooled buildings,'- 0 TTVr'Is calculated for the proposed building from Form 2 (Heated and Cooled Building) using the value from Line 25 for the area of skylights and the value from -S Line 27' for the overall roof area. The 5 percent.eXemPtlOfl does not apply (o"any cooled buildings. Y . '.-HEATING DESIGN CRITERION Wall' Surface Winter MCF . - Total. Typo Area. fl -2, U—Value Btu/hr—°F Type 1 3856. .09 x 1.0 . 347.04 Type 2 ,1144....•95 .• .. . .. 424.71 Type 3 1350 . .08 j,. .75 . . 81.00 Type .. x' ' a. Type z Totai Wali i• 6350 Total 2. 852.75 ' Door. . Surface Wlntei MCF. . Total • Typel. —Area, It, U—Value . . .. ... Btu/hr'0F Typo 1 694 42 .1 .0 291.48 Type 2. . . _ •. : . ___________ ypo3 x _______x Total - g 694 Total 4. 291.48 GlazIng Surface Winter Total Typo Area, 2 U—Value , Btu/hr—°F Typo 1 3210 x 1 1 3531 Type Type 3.. _________x Total 3210 A 6jwindow Total 6. 3531 Total 7.ow . iL 254 it2 To t al Heating 8 4675.23 line 143+6- - - line 24446 uow 4675.23 ~ 10,254 . = .' 456 line 8 lido Btu/hr-112—°F COOLING DESIGN CRITERION Wall Surface * 8ummer• TDeq Total Typ ,. Area, ft 2 U—Value .' . .-, Btu/hr Type •-:. '3856 '.09 . .44 . , - 15,269.8 Type 2 . ' 1144 * .495 x 23 a 13,024.4 Type 3 1350 x .08 x 23 2,484.0 Type 4 - -'.X—X _____x x ______ -= Typo 5' 10- ______* * Total 6350 . . Total 11.30,778.2 Awall Door Surface Summer TD.q .... ', Total Type Area,-112 U—Value .. .. : Type 1 ..A 6.94 . . .42 '44 . :. 12,825.1 Type2 ______ x Typo3 Total 4 . . . . Adoor 12 694 Total 1 ..1.3.12,825 Glazing Surface . SF 8C Summer AT. Total Type ,.' Area, ft2 U—Value' Btu/ hr 122.7., Type i.1 1559 .• x[(___.x_..Z_)+( 1.96 143,817.8 'I'ypa 2 1651 x[(......Q.x......L)+(_1 _06 6 45,171.4 Type 3 Total 14 3210 rotal i 188,989 _2 window :.- . - '•. . 'o. 1-0,254 It 2 Total 232,592.-5 line 10+12+14 - line 114-13+15 OTTV232'592'5. 10,254 : 18. 22.68 - line 17 line 16 . Btu/hr-ft TERIALS DATA FORM (HoMed and Cooled Building) Page 2 of Form 2 ject Title: irtcher.Pacifid, Building D - Date: HEATING DESIGN' CRITERION OF COOLING DESIGN CRITERION,.,' oaf Surface Winter - Total Roof Surface Summer A M0 Total ype e Ara, I12 U—Value Btu/hr-0F Type Area, ft-2 U—Value Btu/hr ,ype, 1 3552 x 049 174.05 Type 1 3552 x 4 1 x_048 79 x .92 a '5080.6 ype2 2410 x .049 • '' 118.09 Type 2 2410 x. J ..x•048 x79 x .92 3447.1 ype3 _____':' '• ______ Liype3 I' 41 _____x ___ x ype 4 - Type 4 ________ x.±.j.x ________ x _.x 19. 5962 Total 20 292 14 Total 8527 7 opa Total 205962 - ';•.'-•... roo? - , root kylluht Surface Winter.. '• Total Skylight, Surface " SC Summer &TY Total , ype Area, ft2 U—Value Btu/hr—°F Type Area, IL 2 U—Value BtuThr ype 1 Type i x [tj.x_)-4-C . A ype 2 x ___________ Type 2 ________x rype 3 _______ x _______- __________ Type 3 _______x rota l - 21 Total 22 Total. 28 ________ Total akyllght -. ekylight * .....•, rotal' ' 23 5962 tt2 , ....,..• Total ' Heating 24 292 14 -Total A or 30 5962 • a ' Total ,- ft Cooling 31 8527 7 or line 1942 1 line 20422 line 26+28 11ne 2T+29 4 ) - Li r'' 292 L4 5962'_____ 25 _________ OTTVrh1_8527 7 5962 32)- 0 ' fine 23 •.' 1ina24 ••.• •';• .,. • • Btu/hr fI line 31 fine 30 ', • ,• • ', Btu/hr—It •• -, , I' / I ¼ 4, LERIALS DATA FORM (Hated Only Building) t Title: HEATING DESIGN CRITERION to Skylight areas up to .5 percent of the gross ceiling or roof en are exempt from the Uor calculation for heated only Uor' - ~ tidings.' line 42 fine 4 ( Do( Surface Winter , Total No Area, tt2 U—Value Btulhr—°F pal - P 2 K pe3 x tai - 330,,.. Total 34 paque cot kyfight Surface Winter 1:otal pe Area. U— Value Btufhr—F _2 : ype It Total 30 Wight or 3t ________ ft2 - line 334-36 kyliht 1 xompt— n 38 ______ It 2 1Ine 36 X 05 Total Btu/hr— F ( .' - ). - , . ' . , . ,• ft2 4O - kylight tin 38 17n 37 dlusted ((tie 35-38 or zero, whichever Is greater otal Totni ft2 - Hooting 42 Opaquo roof alne 33439 line 34440 adjusted' .' . ,.. C" Page 4 at Form Date: CALCULAT.IONS • PROJECT:8J7,P ,'?f/d'190149/M • 17 . ': • . '.. PAGE:____ .,, . SUB' NORTH ,. SOUTH -EAST WEST ,TOTAL' ' ' •' TOTAL WALL i WALL 42 • • ' --. . - cl " ' '. ' • WINDOW. L poor I • , c'• ' . NET WALL /7 NET WALL # 2 -- - - frI .L)Jj ROOF ,1 356 4b , MAX.-ALLOWED . U0 PROP U Ow • ' . I ' •'• . .'' ' • ' PROP U or . '. . • • • • ' I I PROP U STAND OTTV PROP OTTV w PROP OTTV r PROP.-OTTV - I PROPOSED CONSTRUCTION ASSEMBLY BUILDING ENVELOPE COMPLIANCE F o r m 3 (NR-8/81) Sketch of Construction Assembly - Outside Surface Air Film 25 - 17 Framing type wood Cooling Heating If wood complete the fo!lowlng Inside Surface Air Film 68 68 and adjust construction assembly Cooling Heating for framing. - - - Size ____ X -. Total Thermal Resistance (RT) 12.62 12.54 Spacing ' 0 C. Cooling Heating U-Value (uRT) 09 09 Indicate area, weight of Cooling Hceling construction assembly, and appropriate factors below. Wall Area 3856 ft2 Weight 11 lb/ft3 'Note: Total and U- Value must be adjusted for the effect of framing when appropriate. MCF 10 44 eq Roof: Area ft2 Weight - lb/ft 3 Mc Ac Foor:Area f t2 (raised only) PROPOSED CONSTRUCTION ASSEMLY Form 3 '"" BUftDlNG ENVELOPE COMPLIANCE (NR-8/81) ) Chock one end write In construction ' essenbly number below (e.g. Wall-I, - Roof-2, etc.) - .• S Wall- 2 - Building D, West Facing a i-ioof- DFloor- I let nf ricfrtirttnn mnonAnt1R R-Vatue Sketch of ConstructIon A8serñbiy 0 Outside Surface Air Film 68 68 - Framing type none - Cooling Heating If wood complete the following Inside Surface Air Film .68 .68 and adjust construction assembly • Cooling Heating for framing Size _' X Total Thermal Resistance (RT) '2 02 2.02 Spacing a o c. Cooling Heating U-Value (1/RT) - .495 - Indicate area, weight of - Cooling .- Hcatlng construction assembly, and appropriate factors below. - Wall: Area 1144 qt 2 Wote Total and'U-Value must be adjusted for the effect Weight 72 1b/ft3 of framing when appropriate. -75 MCF - .TDeq 23: • H ' . ••. : ---H. - 0• •• . -• Roof: Area ft2 WeIght ______ lb/ft3 Mc Ac Floor: Area ft (raised only) 0 - : - •.• •0 • ..- - - 00 3 •••) - 0 -. ••'•-. 0 •••°••'0 0 • 3 • o0 — PROPOSED CONSTRUdTJON ASSEMBLY Form 3 BUILDING ENVELOPE C.OMyLI.ANCE: 0 (NR-8/81) ) Chock one and write In 'construction csscmbly number below (e.g. WaIl1, Roof-2, etc.) l Wall- 3 Building D, East Facing hoof- 0 Floor - List of CThnsfriiction ComDonAnts R -Value . Sketch of Construction A85embiy 0 0 : 00 0 Outslde Surface Air Film .68 .68 - 0 Framing type- woo 0 • • 0 • •0• 0 •• Cooling . Heating . 0 If wood complete the following 0 0 Inside Surface Air Film . 68 .68 0 and adjust construction assembly . • •• •• 0 Cooling Healing 0 for framlng. 0 . 0 00 . •• 0 • 0 2 ' 4 Size:_____ X ____ 0 0 • . S :Total Thermal Resistance (RT) 13.47 13.47 0 0 16 - . Spacing O.C.. . 0 - . 0 0 00 0 0 •• 0 •.• 0 0 'Cooling • •• Heating 0 U-Value (1113T0 08 - 08 indicate area, weight of . 0 :. 0 Cooling Hcfitlng construction assembly, and appropriate factors beiow O Mall: Area 1350 - _f f 2 0 Note: Total R and U- Va!ue.must be.àdjusted for the effect Weight 72 lb/ft3 of framing whn appropriate. M C F 23 Roof: Area ,.- ft2 Weight ' lb/f13 Mc Ac Floor: Area ft2 (raised only) PROPOSED coNsTRucTIoN:AssEMsLy BUILDING ENVELOPE COMPLIANCE Form 3 (NR-8/81) ) Check on@ and write in construction assembly number below [e.g.Wall-I, - Roof2, etc.) . 0 Wail- ioof-1 Building O Floor- List of Construction Components R-Vaiue 12345 1. BuiltUp Roof:'. . '-. .33 2 0.625 Plywood 78 j91y7 F9 - 3. R-19 Insulation 19 00 Air Space 80 J 5 Acoustic Ceiling 94 7. Sketch of Construction 'Assembly ''. . . . --• '. Outside Surface AIr Film ' " f .25 - .17 - Framing type: wood - . ' Cooling Heating If wood complete the following, '-. Inside Surface Air Fil m ' .92 ' H' .61 and adjust construction assembly . '. •• - - Cooling Heating for framing Size:_- X -: -.total Thermal Resistance (RT) '23.02. 22.63 0. C.. ..Spacing, . ,- . : Cooling • 'Heating U-Value CuRT) 048 049 Indicate area' 'weight of --: Cooling 'Hc-atlng construction assembly, and . .. - . .•. • • appropriate factors below Wall: Area __________ ft2 Afote Total and U- Value must be adjusted for the effect Weight _lb/1t3 of framing when appropriate. MCF TDe qL .. - Roof: Area 3552 'f t2 Weight 187 lb/0 Mc 92 . . - ......' Ac Floor: Area ft2 (raised only) S.. 5,.- .: •. -t $ - , PROPOSED CONSTRUCTION ASSEMBLY • Form 3 BUILDING ENVELOPE COMPLIANCE 1R-R;II ) Chock one and write In construction assembly number below (e.g. Wall-I, -' Roof-2, etc.) . o Wall- . r100t 2 Building D O Floor- - List of Construction Components -.11-Value 3 4 5 Shake Roof / 1 69 - - 2 BuildingPaper 12 - .62 4. R-19 Insulation. 19 00 5- Gypsum Board t .45 , Sketch of Construction A8sembIy Outside Surface Air Film 25 - 17 Framing type Wood Cooling Heating If wood complete the following Inside Surface Air FIlm 92 - 61 and adjust construction assembly C ooling. Heatl foç framing I T ng Size-_-___' X - otal Thermal Resistance' (RT) 23 05 22 66 Spacing - a o C.-Cooling Heating U-Value (1/11T)048 049 - Indicate area, weight of Cooling Hcating construction assembly, and appropriate factors beiow - . - Wall: Area ft Total R and U- Value must be adjusted for the effect Weight lb/ft3 of framing when appropriate. MCF TDe qo Roof: Area 2410 ft 2 Weight 18. 7_ lb/ft3 Mc 92 Ac 7-9 Floor: Area Jt 2 (raised only) BWLDING ENVELOPE SUMMARY ' . Form 1 WILDING ENVELOPE COMPLIANCE .. (NR-8/81) - MLA/Architects 17848 Skypark Blvd.' T -rr i' 'Q')11A Project Designer ' Documented by Ned L Olthoff Project Title:_P1i- Oaks Business eniér Date: 3/8/82 Project Address: Carlsbad, CA '' Checked by: Bitcher Pacifib . Date: 26711 La Pax Rd. Building, E " Laguna Niguel, CA Permit Application Number: This form provides space to Insert summary data on the building envelope. Form 1 Is used in conjunction with Form 2 and Form 3 worksheets to provide the necessary information on building heating (U-Value) and cooling (OTTV) design criteria compliance. SITE DESCRIPTION (from Building Location Data) Location Code Number 1.. 157 Latitude 2. - 33..2 - Degree Days-heating. 3. 2092 Solar Factor, S.F. 4. 122.7 Cooling AT, ASHRAE 5. . (design temp. - 789F) HEATING DESIGN CRITERION Standard Proposed . . .429 1or 100_ UOr--- ...15 026 1301 __12 245 U01 - .16 - \PAaxlmurfl : Proposed Allowable .,,' 'UOverali_._l3 ---- Uovera(i.......11• .300 Line 17 must not exceed Line 1-3 Note: Maximum Allowbie U0031, and Proposed Uo yerall are calculated on Pa gel 4 of Form 2. BUILDING DESCRIPTION -. ':. (from plans) Occupancy Type Code Number 8. 054 (from Occupant Ratings for Buildings and Rooms) Gross Conditioned Floor Area,. ft 2 12 ,213 Number of Floors -2 Average Gross Conditioned Area per Floor, ft.2 Ba. 6107 Average Wail Height per Floor,ft; 18 (facing conditioned space) . . COOLING DESIGN CRITERION Standard -: '' - ' Proposed - OTTV ------ _1a. 31.6 OTTV w .......-;_fl.25 OTTVr.L..._19• 4.10 OTTV.... 22; cY Standard Proposed OTTV ....... 20. 20.88 OTtV........._. 23. 18.04 - Line 23 must not ' ' ..' . exceed Line 20 Note:' Standard OTTV and Proposed OTTV are-calculated on Page 4 of Form 2. 4" Note: For heated only buildings, U 0, Is calculated for the proposed building from Form 2 (Heated Only Building) using the value from Line 36 for the, area of skylights and the value from Line 374or the overall roof area. - -. ' ' ,•. . Note: For heated and cooled buildings, OTTVr -Is calculated for 'the proposed - building fromForm 2 (Heated and Cooled Building) using the value from Line 25 for the area 'of skylights and the value from Line 27 fOr the overall roof area. The-5, percent exemption does not apply to any cooled buildings. ' S ATERIALS DATA FORM UILDING ENVELOPE COMPLIANCE roject 'ilt: Bitcher Pacific, Building E ' ' HEATING DESIGN CRITERION Wall -*Surface' Winter MCF . : . . Total Type Area. ft.2 U-Value ' '. .. Btu/hr-°F Type 1 4095 .09 x 1.0 Type '2 ________ ________ 2866 .'x .08 x .75 '17196 Typo 41 416 •x• .085 'x_LO __________ Type5 •.. x • . Totaj Awali 17377 Total. 2.57587 - Door Surface Winter M C F Total Type Area. ti2 U-Value • Btu/hr-°F Type 1 20 ji. .42 1.0 - 8.40 Type: 2'. 'X' x rypIt' 3 - 0 . Total .' Adoor 3. 20 .. Total 4 8-40 Glazing Surface Winter Total Type Area, 111 -.2 U-Value Btu/hr-0F Type 1 4674 1 1 5141.4 - Type 2 ______ Type3 x ______ Total A 5. 4674::. -4 ' . Total: '6. 5141.4 window . . . - Total. 12,071 ,2 A '7. _____ line 143+6 Uow 5725.7 . 12,071 line 8 . . line T. • . . - Date: 01 Form2 (NR8/81) COOLING DESIGN CJITERION Wall .. Surface Summer • " TDeq' -. Total Type Area, f12 U-Value : . .., Btulhr. Type 1' 4095 x '.09 . " 4 16,216.2 Type •' x x'______ Type 3 .2866 x .08 x 23 : 5273.4 Type 4 .416 x.flRç x 44 . Types . x ______* Awall 10 7397 Total 11 23,045 4 Door Surface Summer TDsq Total Type . . Area, ft2 U-Value . Btu/hr Type 1 20 ' ' 42 44 • . '369.6 Type 2 _________ x'' x Type •. . ' K' * -. . . . Total Adoor '•-. 12 20 . Total 13 369.6 Glazing Surface '.''. SF SC . Summer AT Total Type Area, ft2. : . U-Value - Btu/ hr 'Type i ' 3O78..*L(27x .7)+(l.O6 2831946 'type 2 1596,': x[(.2......x.....L)+(_1.06 xL....)]- 43,6666 Typo 3 . ,x x)+( Total - A 14. 4674 Total 15. 327,612.6 window Total Aow 16.._12,071,t2' Total 0,, ôocillng17.. 351,027.6 - line 10+124-14 . 0 line 11+13+15 OTTVw 351,027.6. 12,071 - . " 18. 29.08. line 17 • line le Total Heating 8. 5725.7 'line 244+6 9.. 1,474 Btu/hr-ft2-F Page 2 of torm 2. 0• Date: 01. COOLING DESIGN CRITERION Roof Surface Summer A . Total Type Area, ft.2 U-Value Btu/hr. .Typo 1 :,_x!_1 x ________ x... x_____ Type ______xj.x ______X ___ Type 3' 7715 xji.x .026 x .79 x_.92 5977.3 Type 4I . x.ii*______ X ____ ____ Total qpau0e6.77 . . Total T. 5977. - root q . Skylight Surface . $C Summer &T Total Typo . Area,1t2 U—Value Btu/hr. Typo I : Typo 2 . ________K [CLi..x_)+( Typo 3 xcjj ')+ . Total.: 28, . . .. Total 29. skylight . . ital 2 Total 5977.3 A or 30. ,. 7715 fl . . Cooling: 3 1. line 228 . . !-. £iIIO 2 7+2 9 OTTVr r_ :7715 ' . . .775 -. line 3l 0 line 30 Btu/hr-112 TER1ALS DATA FORM (Heated and Cooled; BuildIng) oject Title:_Birtcher Pacific, Building E HEATING DESIGN CRITERION oof Surface Winter It.' Total ype Area, 112 U—Value Btulhr—°F ypol ______ ype2 _------- _ 0 • . ________ Ype 3 7715 •. ype4 rotal opaque19- 7715_• • Total .20.. 200.6 rool - kyllàht Surface Winter Total type, Area. ft2 U—Value Btu/hr—°E yp5 1. rype2 Type3 ______ X.-- Total A 21. - . Total 22. akylight Total ':. Total 7715 ft2 Healing 24 200.6 A0 23 line t9421 line 20122 Uor .200.6' 4.: 7715• • 25..- .026 -. , . 11no24 line . 00 • Btu/hft - • . - Page 3 of Porm 2 • HEATING DESIGN CRITERION, ate Skylight areas up to 5 percent of the gross ceiling or roof roe are exempt from the Uor calculation lot heated only ulidings. :.. . Roof-. ';. Surface y. Winter ' Total ype Area, ft2 U—Value 81u/hr—°F Typel .- x .ype2 ; x yp03;______ X'' otal . • 33 . : Tot-a1 340 _______ opaque - roof Skylight Surface Winter : Total ypo Area. It? U—Value BtU/hrF ype 1 ________ X________ Typo2 x otal A' 35 Total 30 skylight Total Aor 37. ________ ft2 ..., fine 331-35 Skylight Exempt— Ion 38 lIne 35 x 05 Total Btu/hr—°F A 39 ft2x ______ ______4O ______ 5ky11ght •. •'' ' line 36. '... lIne 37 -adjusted - line 35-38. • ,' 'i,., ...........or.xoro. .. S.- • . whichever -' • :'. Is greater. .•5.. -• •••' Total Total A 41 ft2 Heating 42. - __________ / opaque One l line 34440 adjusted I J . • '- - MATERIALS DATA FORM Project Title: '-//&1X /A"4" _ A HEATING -DESIGN CRITERION . Floor Surface Winter S ..; Total ' Type Area, 12 U—Value Btu/hr-0F Type 1 Typs2 _____ . ....•. Type3 -777 x Type4 _____ Total Total A11100 r44. ft2 Heating 46 lIne 45 line 44 BIu/hr—ft-°F Page 4 01 Form Date: ALCULATIONS ;.- PROJECT 8'Zt PAGE:., SUB .,. NORTH SOUTH .• EAST . WEST TOTAL . TOTAL WALL 4t1 1G25C i'7 787 ? , WALL. .. . . .: ,,.. WINDOW Door # NET WALL #1 /23O 5/ 7L 777 NET WALL #1 3 - 1/70 /Ø ROOF 77/5 MAX ALLOWED U0 S. . .S •SS S... 55 . ,. PROP. U ow. S ..............5. PROP. U or PROP. U 0 • . S. S.. . S.. STAND OTTV PROP OTTV w PROP. .OTTV.:. r PROP OTTV .1 PROPOSED CONSTRUCTION ASSEMBLY BIHLDING ENVELOPE COMPLIANCE . S (NR-8/8 ) Chock one and writ. In construction assembly number below (e.g. Wall-1, Roo(-2, etc.) . . . .5. . . . . Q Wall- 1 Building E .: . . L r100f ____ •:. . . 0. Floor-'___ .. S . . .. . . . .. ------ - . - . - I IV-t' nf ( riir4tr.n mrr'r,rtfe Sketch Of. Construction AEsembly . . .. . Outside Surface A Film. •. .25_ .17. Framin type: Wood . . . . Cooling, " Heating) If wood complete the following lnIdeSurface Air Film . 68 .68 and adjust construction assembly . . . . . Cooling '• Heating for framing: . .. S .. . Size:_-.___" X -._-- Total Thermal Résistance (RT) 12.62 12.54 Spacing — . o.c. . .• . .• . . Cooling Heating U-Value (1/RT) 09 - 09 - Indicate area, weight of Cooling Hcating construction assembly, and appropriate factors below Wall: Area 4095 ft2 Weight 11_lb/ft3 fate Total Rand U-Value must be adjusted for the effect of framing when appropriate. MCF 10 TDe q 44_ Roof: Area ft2 Weight ______ lb/ft3 Mc __ .5 .. . .. • •,•••. .' Ac' Floor: Area ft2 (raised only) f PROPOSED CONSTRU€T.IbNASS'EMBLY I Form 3 BUILDING ENVELOPE COMPLIANCE (NR-8/81) ) Chock one and write in construction . 0 assembly number below (e.g. Wa!i-,i, Roof-2, etc.) -: Wall- Building E 0* U r1001 ____ 00:0• 0 Floor- Itcf r%f (rinèfr,it-iTrn rm ncnf '. R—VtIIA Sketch of Construction .A8sernbIy Outside Surface Air Film 68 - 68 - Framing type v Wood 0 -. • . Cooling Heating If wood complete the following Inside Surface Air Film .68 .68 and adjust construction assembly ':'. •: Cooling flet.ing fc'r framing: : •.. ..Size: 2 ' X 4- 0 :Total Thermal Resistance (RT) 13:47 13.47 16 a . Spacing* O.C.. .- .: Cooling Heating - ti-Value (i/RT) .08 -. .08 Indicate area, weight of Cooling Hcotlng construction assembly, and •• ••. -- appropriate factors beiow: Wall: Area 2866 ft2 Note: Total R and U-value must be adjusted for the effect Weight 72 lb/ft3 of framing when appropriate. MCF 75 TDe q Roof: Area ft2 •- • . • . We1ht • lb/0 :.. - . . : Mc . • . 0 Ac - 0 . 0••• • Floor: Area • • ft 2 - • • •- : • •• .• (ra1sod only) . • 0 • • 0 • .• 0 • - -, PROPOSED' CONSTRU ASS SLY. . For ' 3 BUILDING ENVELOPE COMPLIANCE ... (NR-8/8 1) Sketch of Construction* AsembIy . :.. ... Outside Surface Air Film 68 68 Framing type: --Wood ____________ ... .. Cooling Heating If wood complete the following. inside Surface Air Film .68. : . .68 and adjust construction assembly 0 cooling Healing for framing. .• Size: _2. .Toti ThemalResistnce (RT) 13.26 13.26 .Spacing 16 a . Cooling Heating U-Value (1/RT) 085 085 indicate area, weight of . Cooling . Hcaring construction assembly, and appropriate factors below Wall. Area 416 ft2 Note Total and U-Value must be adjusted for the effect Weight 11_- lb/ft of framing when approprIate. - MCF 10 TDeq 44 Roof: Area ft Weight lb/ft3 Mc Ac Floor: Area- ft2 (raised only) \ ............................................. .. .. PROPOSED CONSTRUCTION A$SE?BLY BUILDING ENVELOPE C9MPLIANCE For m 3 (NR-8/81) -) Chock one and write In construction . ., assembly number.below (e.g. Wall-I, Roo(-2, etc.) : .0 WaIl-.___ ... : riOOf - Building E 0 Floor- - . - -. . .. -- ---- - List of Construction Cornponent8 R-Value 12345 1, Built Up Roo.f . . - .3.3 __________ J. 2 0 625" Plywood 78 - R-38 Insulation 38 00 Air Space 80 Acoustic Ceiling 94 Sketch of Construction Assembly / OutsldeSurface Air Film. .25 Framing type Wood Cooling Heating If wood complete the following inside Surface Air Film .92 .61 and adjust construction assembly. . Cooling Heating for framing - Total Thermal Resistance (RT) 42.02 . 41.63 - Spacing - 0'C* Cooling Heating U-Value (1/11T) 026_ 02 Indicate area, weight of . . . •• . . Cooling Hcatlng construp f/on assembfy, and . . . appropriate factors beiow: . . •• •• . . . . . .. . WaU: Ari _________ ft . • . Weight -lb/ft3 Note:. Total T and U- Value rnut be A dJs'ted for the effect. of framing when appropriate.-..,,",. . .. . . ... MCF TDe q Roof:. Area 7719 ft2 . . •. •• . . . Weight 18.7 lb/ft3 •: ••. •• ••• :. . . Mc 92 • • . • • : ... • . 79 A c .. - . •.-..•- .•. :.. •• . Floor: Area it2 (raised only) Vf BUILDING ENVELOPE SUMMARY BUILDING ENVELOPE COMPLIANCE MLA/Architects 17848 Skypark Blvd. Irvine, CA 92714 Project Designer: Project Title: Palomar' Oaks Business:Center Forml* (NR-818 1) Documente.d by: Ned L. Olthoff Date: 3/8/82 Project Address: Carlsbad, CA Checked by: Birtcher Pacif íà. Date: 27611 La Pax Rd.. - Building F Laguna Niguei, CA Permit Application Number: This form provides, space to insert summary data on the building envelope. Form 1 is used In conjunction with Form 2 and Form 3 worksheets to provide the necessary information on building hoating.(UValue) and cooling (OTTV) design criteria compliance. SITE DESCRIPTION (from Building Location Data) Location Code Number i.. 157 Latitude. :2.. 33 2 Degree Days-heating. 3. 2092 Solar Factor; S.F. .l22.7 Cooling LT, ASHRAE S.. 6 (design temp. - 789.0 HEATING DESIGN CRITERION .'• Standard Proposed .429 .100 .049 Uor._..........11. Uo—.-..........15. LJ0f:_.__12. .245 u 0 f 16 Maximum Proposed Allowabli UOverai._...13 .266 Uoverafl..Il. .187 L ine 17 must not exceed Line 13 Note: Maximum Ailowbie Uo v e ,all and Proposed Uoverall are calculated on Page. 4 of Form 2. ., BUILDING DESCRIPTION (from plans) Occupancy Type Code Number, 6. 054 (from Occupant Ratings for Buildings and Rooms) Gross Conditioned Floor Area, ft2 7 9924 Number of Floors 8. 1. Average Gross Condltined Area per Floor, ft.2 : 8a.9924 Average Wall Height per Fioor,ft. 20 (facing conditioned space) - COOLING DESIGN CRITERION Standard - Proposed .. 18. 31.6 .OTTVW .... .....21.].1. 32_ OTTV;...__19•4.10 OTTV L.. 22._1.43 Standard ,.,, Proposed OTTV ....... 20. -o'j - - OTTV .......... . 23._81 .. j. Line 23 - . must not . exceed Line 20 Note: Standard O-TTV and Proposed OTTV are calculated on..Page 4 of Form 2. Note: For heated only buildings, Uor Is - '1 calculated for the proposed building from Form 2 (Heated Only Building) using the value from. Line 38 for the area of skylights ; and the value from Line 37 for the overall . I roof -area.. ', ,. . -- • - Note: For heated and cooled buildings, OTTVr is calculated for the proposed building from Form 2 (Heated and. Cooled Building) using the value from Line 25 for the area of skylights and the value from .• Line 27.for the overall roof area. The 5. : percent exemption does not apply to any cooled buildings. h ait, pe Type I Type 2 Typo 3 Type 4 Type 5. 'TotaJ Awelj ATERIALS DATA FORM UILDING ENVELOPE COMPLIANCE 16Ject Title: Birtbhër Pacifiö, Bui1dingF HEATING DESIGN CRITERION Surface . Winter MCF . Total Aiea, f$2 U-Value . . Btu/hr-°F: 5658._'.09 x 1.0 .509.22 2544 '. •'x '.75 944.46 •x'. x _X _ x -; 822 - -; Total 2. •1453'.68 Door Surface Winter MCP Total Type . Area, it2 U-Vaiue . •' .• Btu/hr-°F Type I - 816 .42 x 342.72 'v 'J.I. ryp.' 3 _________'z x . .,• Total . . . . . Adoor 3. 816 Total 4 .342.72 Glazing Surface Winter Total ,Type , Aria ft-2 U-Value '.•' " ..... .. Btu/hr'°F Type'1: 1424 • i:.i Type '2. rype ' . - . Total .- A 6. 1424 window, 7 ._10','442,12 •. _________ line 4+3+5 u01x. 332.8 . 10,442 line' 8 line - Form -2 (NR'8/81) Date:- COOLING DESIGN CRITERION Wail Surface 8ummàr - TDeq - - Total Type Area, ft 2 U-Value ' : ' Btu/hr- Type 1' 5658 x .09 x -44 ' 22,405.7 Type 2 2544 x '23 . 28,963.4 Type _x ' x Type - .x x Types _X _x Awall Door * Total 10 8202 Total 11 51,369 1 Surface , Summer TDIq , Total Typo Area, U-Vaiu. ' , Btu/hr Type 1 816 x_.4.2 44' ' 15,079.7..' 'Type 2 ._, x Type A - door 12.._816 . • Total . . " • • Total' 13. 15,079.7 •• Glazing 'Surface': ' SF SC -, Summer' 41 . '. Total Type Area, U-Value Btu/ hr Type '1 1424 x[(....'1._06 38,960.6 type 2- T y p e 3 Total 14 - 1424 Total 15 38,960 6 window otai 10 ,442f 2 Total ôodiing17. 105,409.4 -line 10+12+1-4 ' ' line 11+13+15 OTTVw 105,409..410,442 - ,• 10.09 line 17 , line 16 ' 8lu/hr-ft 1566.40 Total •, 1566.40 Heating 8. 3362.80 244+6 9., .322 - Btu/hr_f1t0F .: I\TERLALS DATA FORM (Ho&ted and Cooled pulldlng) IIoiect Title: tch Pácific,ui1ding F HEATING DESIGN CRITERION loot Surface Winter . Total ype. Area, .lt 2 U-Value. .• Btulhr-°F _Ype.1 I ••. . -.. 1O,206. .049 . 500.09 ype 2 rype3 rype4 rotal 10,206, Total 20 500 09 opaque root S . - kyllht Surface Winter-. Total rype Area, 112 U-Value Btu/hr-OF rype.i rype2 ______x Type3 ______ x Total A 21 0 . Total 22 skylight Total Total Ar 23 10,206 12 24-5 o 09 HeatIng line :942,1 11ne2022 0_ .0 UorU 500 09 + 10.-206- 25 049 - 11na24 line 23 . S • 0 Btu/hr-fl I . •• -. I / page 2 of Form .2. Date: COOLING DESIGN. CRITERION ROOt Surface Summer Ac Total Type Area, ft-2 • U-Value . 'Btulhr Type 1 _______ xilx • . ____ __________ Typo 2 • 10,206 xjj..x .048 x.79 x .92 14gR_1 Type . x ____x____ Type 4 ________ xj1x_x • I Total 26 10,206 Total 7•14l598_1 roo - • Skylight Surface SC Summer AT,Total Type Area, 2 U-Value -Btuihr Type I x [(ti.%_)+( Type 2 ________x [CU!x_)+(_- c_i.]' Typo 3 x[(1.i!x..)+(_.. 28 Total-.. . Total 29. skylight 0 Total . Aor 30 .... . 10,206 ft 2 59, Total Cooling 31 00 linO 26128. . ... . -Th'ie 27+29 14,598 _ 10,206 0 . TTVrr 32 14 43 line 31 Una 30 ________2 Blulhr-ft -. 0 .- S. S - . S CD - a' .1, V V V• V V V ) TERIALS DATA FORM (eated Only Building) Page 3 of Form 2 oject Title Date HEATING DESIGN CRITERION .•. tote Skylight (roes up to S percent of the.gross ceiling or root P ,- roe are •Aempt from, the Uor calculation for heated only Uor •' ~ - V ' '' - V - uIldings. ' , '. •. .• V ; : line 42 11119 4 f .,- Blufhr_"ZPF V loot Surface Winter Total - flype Area, ft2 U—Value 11W/hr—OF tVVVVV ype2 x ype3 ______ x otal 1 33• Total. 34 opaque roof ' V V.-, -. V V V ' . Skylight Surface Winter - Total , V • ' Type Area, f 1 U—Value - Btu/h, VI V.. rypel Type 2- x Total' A 35 / - Total 38 • skylight- ___________ Total / 'V V V . 2 - , it line 334-36 Skylight Exempt— Ion 38 -- V ' llflO35X.05V' V HVV V S Total : ' V V V • V Btu/hr—°F I - •V 1 2. A 39 - ftx - 4O ekylight line 36 lIne 37 adjusted 11170 36-38 - VV - or zero, ' V V V V ' V • ', whichever. ( Is —greater.- - V. F Total '- - . . Total - A 41. it2 Heating 42- - opaque root line 334-39 line 34.440 adjusted - MATERLALS DATA FORM Proj éc t Tit le: _gie *'4f- ?1-7e 1/A 7/47 HEATINODESIGN CRITERION Floor Surface Winter Total Type Area, .. U-Value S Btu/hr—°F TYPO Xi S • S ________ Type OX 3 x Type 4 x Total - . : 2 .. S Total Aiioor44• - ft Heating 45 U of _______:. _______ • _______ lIne 45 line 44 Blulhr :j uLA ' 10 N. S PROIJECT '/A/', /9,'A ,2 PAGE 1 . . .. . . SUB NORTH SOUTH EAST WEST TOTAL. . TOTAL WALL WALL 2 - 33O - 53OJ WINDOW /? -c— X,O /92 Door . . . NET WALL NET WALL 412 - - ROOF MX ALLOWED U0 PROP U ow . . . .. . ., PROP U or . .. . .. . ... I.,, PROP U o STAND OTTV PROP OTTV W. PROP. .OTTV':. . . .. ., a ... ., . .•, . .. ., . .. ... .. .. . .. .. PROP OTTV PROPOSED CONSTRUCTiON ASSEMBLY corn 3 BUI&DING ENVELOPE COMPLIANCE. .. (NR-8/81) ) Chock on• and write In construction assembly number, below (e.g. Wall-i1 .. Roof-2, etc.) P Wall- 1 - Building F L o Floor- I Tcf- rf 1nncfriir4tnn• . Sketch of Construction A8sembIy. . . ' Outside- Sur'face 'Air Film. .25 .17 Wood Framing type ' I • . ' ' ' Cooling Heating If wood complete the following inside Surface Air Film 68 68 and adjust construction assembly for. frnlng Cooling - Heating Size:____ ___-' --• Tot:I Thermal Résistance (RT) 12.54 .Spacing________ Cooling Heating U-Value CuRT) 09 09 - Indicate area, weight of ' ' ' . .. :. . Cooling Hcating construction assembly, and appropriate \factors below:. Wail: Area 5658 f t 2 Notez Total R, and U-Value must be adjusted for the effect Weight 11_lb/ft3 of framing when, 8pproprlate. - - - -- MCF 10 TDeq 44. Roof: Area ft 2 Weight tb/ft3 Mic - Ac Floor: Area -' t2 .(raised only) PROPOSED CONSTRUl:bN'ASSEMBtY: ' Form 3 BULDING ENVELOPE COMPLIANCE (NR-8/8 1) ) Check on@ and write In construclion. assembly number below (e.g. Wàlh i"' Roof-2, etc.) I' Wall— 2 — Building F L r100f C] Floor- -a I If rf ref.-is,-4!,-s. r Sketch of Construction A8sembiy Outside Surface Air Film .68 .68 Framing type: None - Heating Cooling If wood complete the following Inside Surface Air Film '; .58 .68 and adjust construction assembly ' Cooling ' Heating for framing: ' ' Size: X ;TotaIThema! Resistanóe (RT) 2.02 2.02 a . Spacing- / : ' ,. ' ' -. Cooling -HcatJng Li -Va!ue CuRT) '' _495 1 .495 Indicate area, weight of Cooling Hcatlng construction assenib!y, arid' ' ajfpropriare factors be' Wall: Area 2544 f t Weight ' 72 tb/ft3 WI Total RT and. U-Value must be adjusted for. the effect , ' of framing when apprbpriate. MCF 7• • ' ' - - ' .• ' TPeq 23 Roof: Area • • ft ' • , :' ' • / ' • W1ght lb/ft3 Mc ___ -• -. • ' ' ,--- - Ac Floor: Area ft2 , j. (raised only) H ..PROPOSED CONSTRUC,TJOSSEMBLY Form 3 BUWDING ENVELOPE COMPLIANCE .NR-8t81 ) •Chek one and write in construction : assembly number below (e.g.. Wall- I, •• . Roof-2, etc.) . . . . •. : S Cl Wall- . • . S. In r1001 .2 Building F .. . 0 Floor- . . . . . S. • List of Construction .Components 0 .R --VaIue 1 Shake Roof i Building Paper . .. .. .12 3. Plywo od .62 4, -19 insulation, 5 Gypsi.nn Board 45 Sketch of Construction A8serbly . . .2 Outside Sürfacé Air Film .25 - .17 Framing type: Wood . S • • . Cooling Heating - If,wood complete The following inside Sur-face Air Film .92 .61 and'adfust construction assembly . . . . • Cooling Heating for framing:' . . 5; . . • . Sie: X - . Total Thermal Resistance' (R) 23.05 2266 .Spaclng__.•a. .5 . . 5•• . . Cooling Heating U-Value (uRT) :_.048 - .049 Indicate area, weight Of . . . • Cooling Heatfng construction assembly, and . . . appropriate, factors below: . . . • Wall: Area ft 2 Note: Total.RT and U-Vafuè must be adjusted (Or the affect, Weight ib/ft3 of framing when appropriate. MCF TDeq . •• 5. 0 05• •• ••• S •. - • Roof: Area 10,206 • ft •. S • S S 5 •0 Weight 1_R:7 lb/ft3 • S • • S • S 5 -. .• . :•, :Mc .92 • - . •.•••• Ac : 7Q S . • •• • • • Floor: Area ft 2 . S • • •• S • S. • (raised only) • S •. S • • _______S•-. 515