Loading...
HomeMy WebLinkAbout2470 FARADAY AVE | 6200 EL CAMINO REAL; ; 80-854; Permit1/ LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license Is in full force and ef- fect. .to· .:.; --------OWNER-BUILDER DECLARATION DI hereby affirm that I am exempt,!rom the Con- . tractor's License 'Law for the following reason (Sec. 7031.5 ,Business and Professions Code), Any city or county which requires a permit to con- struct, alter, Improve, demolish, or repair any structure, prior to Its Issuance also requires the applicant for such permit to file a signed state- ment that he is license(! pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions-Code) or that Is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjeqts the applicant to a civil penalty of not more than five hundred dollars ($500). 01, as owner of the property, or my employees with wages as their sole· compensation, will do the work, and the structure is not Intended or of- fered for sale (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds -or improves thereon and who does such work himself or through his own employees, provided that such improvements are not Intended or of- fered .for sale. If, however, the building or lmprove- meni is sold within one year of completion, the owner-builder will have the burden of proving thai he did not build or Improve for the purpose of ,sale). 01, as owner of the property, am exclusively con- tracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Lall/ does not ap- ply to ·an owner of property \•ho builds or Im- proves thereon, aQd who contracts for such pro- jects with a contractor(s) license pursuant to the contractor's License Law). I am exempt under Sec~----B. & P.C. for this reason _____________ _ Date Owner WORKERS' COMPENSATION I hereby affirm that I have a sent to self-Insure, or-a certifil'.)a Compensation Insurance, or thereof (Sec. 3800, Labor C ). POLICY N0•~-----11.'=----'~--'i'l'l:''l'i.\-COMPANY ____ ~..,_--+.--.."'°"-- OCopy is filed with the city. D Certified copy Is hereby furnished. ~ CERTIFICATE OF'EXEMPTION FROM WORKERS' COMPENSATION INSURANCE {i:r~·sectlon need not be completed If the per- mit lsitor one hundred· dollars ($10!)) or less). I certify that In the performance of the work for which this permit Is Issued, I shall not employ any persofln any manner so as to become subject to the-Worker,!i' Compensation Laws of California. NOTICE TO APPLICANT: If, after making this Cer- tificate of Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code,. yoq must forthwith comply with such provisions or thfs permit shall >be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction len· ding agency /or the performance of the work for .3:!!hl..c.h..1_riArmlt le: lc.c.110,i /~o,.. -:!:n07 rlull f"":nrlo\ ' • CITY OF CARLSBAD-BUILDING DEPARTMENT • USE BALL POINT PEN ONLY APPLICATION & PERMIT 1200 ELM AVENUE (714) 438'-5525 PLUMBING PERMIT AMT. QTY. MECHANICAL PERMIT EACH BUILDING SEWER . I • J, -:" II -vj ·Jt.J.J-U DV,€R 100,000 BTU _ . I EACH WATER HEATER ANDiOR VENT EACH GAS SYSTEM 1 TO 4 OUTLETS EACH GAS SYSTEM 5 OR MORE -,,......, EACH INSTAL., ALTER, REPAIR WATER PIPE EACH LAWN SPRINKLER SYSTEM WATER SOFTNER CONTRACTOR -QTY. NEW CONST EA AMP/SWT/BK 1 PH · .25 EXIST BLDG EAA~P/SWT/BKR 1 PH .25 3 PH REMODEL/ALTER PER CIRCUIT TEMP PO LE 200 AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) . TOTAL Et..:ECTRI GAL CONTRACTOR TOTAL MECHANICAL -11 CONTRACTOR QTY.I MOBILE HOME PERMIT AWNING PORCH SET-UP RAMADA, CABANA FENCE OVER 6' ()-p hD),-_-_ AMT. APPLICANT TO FILL IN INFOR- MATION WITHIN RED LINES. PERM IT NUMBER ·!J --fbf 1.:·, , . • Not Valid Unless Machine Certified .occ. LO('.D U' ! . ~ tt,1 ,.r~ , . ~~ ff ?l/ 2a~ ~-- TOTAL PLUMBING ELECTRICAL MECHANICAL MOBILE HOME 'FOTAL ~EES tAY~,BLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED;TO COMPLY WITH ALL CITY, , COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT, • ., OSSA "'""" aeau,aeo ,o, CXCAVAno,so.~~ 5'-0" DEEP AND DEMOLITION OR CONSTRUCTION OF ' . c:::; . a STRUCTURES OVER 3STORIES IN HEIGHT F ~ £.~ -'(.) 00 -- ~ e I-. <( ·Cl :ii! > z 0 i= hl c.. Vl 6 -~·-,, ·-·~tt:\f}·~:)"<:· ~-~~~. ~;: ;?-~.\~ ~ ,:-:-: ,~~, 1.',"" ,t.,, ..., . :-._ ··~ ':::• '. ~ ~. .-:, ;,'-.. ', ,,; ~ . .,, :~ ,; : ,: ~ ... :t;:(:~,.:,' V ·~' ; ·: ,~, :~· .:--· ,,:._, ' ... ,!' ... • .) 1,:,,..,; .. ; '~ , ... -. . . , ' ' , l ~-,· ~ ·~ l LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Dlv~ion . 3 of the Business and Profes- sions Code, !lfld my license is in full force and ef- fect. OWNER-BUILDER DECLARATION DI hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 7031.5 ,Business and Professions Code), Any city or county which requires a permit to con- struct, alter, improve, demolish, or repair any structure, prior to Its issuance also requires the applicant for such permit to Ille a signed state- ment that he is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). DI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or of- fered for sale (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does nbt apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such Improvements are not Intended or of- fered for sale. If, however, the buftdlng or lmprove- m'l!nt Is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). DI, as owner of the property, am exclusively con- tracting· With licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not ap- ply to an owner of property \•ho builds or im- proves thereon, and who contracts for such pro- jects with a contractor(s) license pursuant to the contractor's License Law). I am exempt under Sec .. _____ , B. & P.C. for this reaso.~------------- Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- sent to sell-insure, o, a certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec. 3800, Labor Code). POLICY NO ___________ _ COMPANY ____________ _ D Copy is filed with the city. D Certified copy Is hereby furnished. CERTIFICATE OF' EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed If the per- mit is for one hundred dollars ($10!)) or less). 1.certlf)""1jlt In the r,e,tormance of the work for which this permit [s issued, I shall not employ any person In any manner so as to become subject to the Workers' Compensation Laws of California. NOTICE TO&f:'PLICANT: If, after making this Cer- tificate ol 1::lleiflption, you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction !en- ding agency for the performance of the work for which this permit Is issued (Sec. 3097, Civil Code). I f 1 • CITY.OF CARLSBAO-BUILOING DEPARTMENT APPLICATION & PERMIT • APPLICANT TO FILL IN INFOR- MATION WITHIN RED LINES. • USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 -. .;"""\ . . NO. . .. ~ AV.ST, FAPPLCATION 1-i.f~b I 0'1~ ---RD '8 fl ---OWNE!l'S PHONE If PRIME CONT/JACTOR / f ~.:e...'(:...N!"'J~ ~~Ml!>,J~ ,(,h.lk,1,,M, ---==--c--~ . ~? oQING ADr;.~~R.. ~L~. ru~JJ!N~ ,tJ;t. t:t~3 , LOT BLOCK I SUBDIVISION L ASSESSOR'S PliiCEL NO, /I DESlGNg'/i , l I I I .I I I I I I I I '"'""""' .,.. ~ I \ ' DESIGNER'S ADDRESS Ci :> I ill~ of2. IA I'; ll),J ~ BUS. LICENSE STATE LICENSE CONTRACTOR'S PHONE ST ATE LICENSE DESIGNER'S PHONE PERMIT NUMBER Bo~ 8J1/A 2/iW/615537 CENSUS TRACT GP LAND USE • ZONING l RES, UNITS I PARKING SPACE I NUMBER OF STORIES QQn 15,,37 2 n1 •3 I Not ~~;d U~"iess Machine ;;,,,,;~ BLOG SQ, FT. BLDG USE occ. GP I ST AND ARD PLAN It I~~ WR=tTYPE CONST l OCC, LOAD l QTY. PLUMBING PERMIT AMT. QTY. MECHANICAL PERMIT AMT. EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU EACH BUILDING SEWER OVER 100,000 BTU EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP - EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER/COMPRESSOR 3-15 HP EACH GAS SYSTEM 5 OR MORE BOILER/COMPRESSOR 16-30 HP EACH INSTAL., ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT EACH LAWN SPRINKLER SYSTEM MECH EXHAUST -HOOD/DUCTS WATER SOFTNER RELOCATION OF EA FURNACE/HEATER BUILDING PERMIT JA -~i....JI ,---;>-_ CJ-,:,-11--1--J---_-1-.-d ~ {JO SIGN PERMIT TOTAL PLUMBING TOTAL MECHANICAL PLAN CHECK-kl' :5. CONTRACTOR CONTRACTOR ALL INCLUSIVE PERMIT QTY. ELECTRICAL PERMIT AMT. QTY. MOBILE HOME PERMIT AMT. TOTAL PLUMBING ELECTRICAL NEW CONST EA AMP/SWT /BKR kt, AWNING MECHANICAL 1 PH .25 3PH PORCH MOBILE HOME EXIST BLDG EA AMP/SWT/BKR ~ if', SET-UP SOLAR 1 PH .25 3 PH RAMADA, CABANA ~~ REMODEL/ALTER PER CIRCUIT FENCE OVER 6' TEMP POLE 200 AMPS TOTAL MOBILE HOME MICO·FILM I . I OVER 200 AMPS I . I l'EMP OCCUPANCY (30 DAYSI I . I ~AAJJIJ -oZ-at1 I I . I ! ;-"'Ii._ '' . '-~' , "' I I I I I I I I TOTAL EL'ECTRICAL CONTRACTOR TOTAL FEES PAYABLE I . I I . I i--11D. -t- I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON 15 TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED; TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. •AN OSHA PERMIT 15 REQUIRED FOR EXCAVATIONS OVER .,,,/ ~ 11_~ 5'-0" DEEP AND DEMOLITION OR CONSTRUCTION OF ~~. STRUCTURES OVER 3 SiOR IES IN HEIGHT APPLICANT'S SIGNATURE• OWNERO AGENT 0 . cONTRACTORO 1APP7" VED BY BY PHONED " --... 74. -,, .. . . -rn 7 , ~r.l 'r j .,,.. A • w < 0 ~ > ~ i== u w 0.. V) 6 , -- •it SITE ) ADDRESS: •. \ .. •. ' '·r; ,.,.."_ ~ . .. INSPECTION DATE I INSPECTOR WOOD FLOOR FOUNDATION• FORMS• SE:'T BACK• 'TTOILET UNDER.FLOOR PLUMBING UNDER FLOOR HEATING OKTO INSTALL SUB FLOOR SLAB FLOOR .UNDE::R SL,.AB PLUM.BING •· I ,· FOOTING• FORM,§• SETBACK• TOILET OK TO POUR CONCRETE FRAME ROUGH ELECTRICAL ROUGH PLUMBING ROUGH HEATING/VENTILATING FRAME OK• PLACE INSULATION INSULATION OK • PLACE WALLBOARD WALLBOARD OK• PLACE TAPE EXTERIOR LATH OK• PLACE STUCCO • . FIREPLACJ; ~ . O'AMP'E'R Bc·STE,EL _, ·., ~-. "'. PLATE Tl Es/HEIGHT OF CHIMNEY OTHER : TEMP POWER (POLE) SEWER •. GAS TEST SWIM POOL• .STEEL BONDING • PRE DECK • FENCE PREPLASTER SHOWN • FRAME r • PAN •. -./)1, FINAL INSP BY BLDG DEPT LT(,-'-l ".:-,.:t:.,l'./.,Yfa(,{J) OTHER DEPi'S REQ COMPLETED . -, .,../ - ELEC METER-PERM-TEMP GAS METER-PERM-TEMP .. • CER,yQF OCCUPANCY ISSUED • • .. ., ~· .. OWNER: ,.'1 ." ·-· '· ... . . . .. .., . '· Pl.ELD lJ'lSPECTION RECORD \ INSPECTOR'S ,NOT'ES' ' ' • I \~~ ':. \ •' i . :)=~-' - ' .. •. ,., ...... • fin ----PERMIT NO: ··. -lfS'P "• ., ~ .. ;,, .. ·" ;·· .. : . ;.'" ~ . ' . ' -. ........ . .. ' .. , _; 5'' ' .. . ,.. ·.'!•• ' '· 1 ~~ ., i ' ., " 4t !' .... ~ BECKMAN@ 2470 FARADAY AVE ORIGINALLY ADDRESSED AS 6200 EL CAMINO REAL I '11 Application for Grading Permit CITY OF CARLSBAD PERMIT NO. 2. //,5.;., ~ (letter code+ number L=lot PUBLIC WORKS & BUILDING DEPARTMENT 1200 Elm Avenue 729-1181 S=$ubdjvision C=City contract FOR APPLICANT TO FILL IN Site Address Surety Bond Bond No. 6200 El Camino R=1,;1). Lega I Description Port.:t0\1 of I.De Map No. Surety Company , , " .. ;:"/ • Q WQI' 825 EaXl.Ct.1':• 1.:.:rua H.:S: ... .l.Ol; .:3. a Subdivision Name Surety Address Pwner Phone Date Fi led Rec'd by .:::. ~cl;rn::tn Ir.1at.ri.JJT3iTi:s. :r.nc. (714) 773-8370 I,:;,.,_;, I,,. «·.'-: i bwner's Address Cash deposit Rec'd by .. Date f i l·e'd,; .:_ J.::,00 .tt-ELor Blv.3.. r Fulleri:on, c~ 92634 $ Plans by Civil Engineer R.C.E. The fol lowing documents are required and shal ;,;_.,-,..,_-:1··'-3V/T::c.f,-''OV·"' tr• 7-1 """'"'ri ace"' 14751 become a part of the grading permit when they ..... ":) .... :.,,. ·-_,.il,;' -.'!I "-~~--;;;;> Ad_9,r~.$S1, , ·-'-·' __ r,· ~-Phone (213) are approved. ._,~_,v.:, .]J.l-c..l.U..t..; .c.-J.'./:J .• I L •. ,A. ,C.~~-90010 937-2600 ~rading plans _Specifications Soi I Engineer R.C.E. Phone 7 Soi I report ·· _Vicinity map 1::.::,:·c~::.~,zd-Clyd.3 C:>nsulte 17::.53 (7liD 2:ltl-2911 __ Drainage structures _Retaining wal Is Grading Contractor Phone __ _Compaction report Other Address Check if supervised SPECIAL CONDITIONS WHICH ARE MADE qrad i nq ,r A PART OF THIS PERMIT ·-~ Party responsible for overa 11 supervision I • Authorized hours of operation: 7:00 AM to Proposed use of grade s i te For Co-11..stJ .. --uc-::.io:;:i of nG:·.? 5:00 PM, Monday-Friday. 76.;)jO ;:;c1. ft. r.uilcl iri.ci ti J?ffd :ir:u:r A'.i''.''<'ll.,. 2. Haul routes are to be aooroved bv Citv [Number of cubic yards Engineer. Cut Fi II Import Waste 3. Adequate provisions shal I be made for erosion and s i I tat ion control. .. n~:o I 2600 I I 4 • Al I slopes sha 11 be planted per dlrection of Parks & Recreation Di rector. Total Compacted f i I ls (yes or no) Yes Proposed Schedule of Start Finish ·. Operations (dates) I hereby acknowledge that I have read the app Ii ca--tion and state that the information I have providec INSPECTION DATE INSPECTOR'S is correct and agree to comply with a I J City SIGNATURE ordinances and State laws regulating excavating and Ground preparation grading, and the provisions and conditions of any Rough grading permit issued pursuant to this application. Compaction report rec'd. Signature of Permittee Planting & drainage Owner or authorized agent [•~v:cr:-.2i:i{ t·sso:::::r.:u.or:r-3 6 Final certification rec'd. lf2CECT'I'FCtS Grading permit fee $ C/fo#&O Work comp I eted 1 Surety bond released Permit Validation by /4-1'~_,7 £? //?,-~~~ Date /&>-;J-1-~o : Permit Exp i rft ion oafs '-/ -J 7 -,13,<~ THIS FORM WHEN PROPERLY VALIDATED BY SIGNATURE IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6), MONTH PERIOD ,-·.:) ;•I I._ ,· .· "/·· / / ,/ APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM -;'\ r· ., ,. CITY OF CARLSBAD j r l ]. . t·.'· -~ . ' 0 SE 0 ""\ • .,,-.;.., ENGINEERING DEPARTMENT . ' .I 438-5541 u11c ISSUED BY \:_,i \ \ -, {""'-j /..-/ ~-FOR APPLICANT TO FILL IN ,~ 1_;1 'J L-' DATE ISSUED BUILDING {,;;2.t}U G .<.-17... ADDRESS . VALIDATION Z ~,{;, I< li;1 A/ --·. /,t./ -~ OWNER ,"'.it, j/ 'I,;;/ .. ,-.. ,-/h: ........ j .-ll'. / ':.',, . r;,.~ , . _,., ' -. ' ,. • .,--),If;' '\. .. -.,, ---MAl·LIN4 . ,..7 ;,,; ,_, /~-' /'1 \ .' ·,,_ ,~ !;,. V: .ADDRESS ---,_ •. ; . '----·:·~I.;:,, I __, ..• ,,, .. . : -~ C. . ,~ .. ' LATERAL CHARGE COMPUTATION /: _, ' .,:. .-. : I' ' -CONT,RACTOR ·' . ' I\ 'j ; \. ' ,• I. -,. -'. STANDARD 4" (Max. H. 30', V. 10') -· ,1 ,r-: I rJ/ ~ / OVER 30' H. @ FT. ..... ~.~-'-;l ,.,-_., ,"" I I CONTRACTOR'S , • , ·-~· ;r •.:t""-' 1_P)-~j.. / ... ' OVER 10' V. @ FT. -,_ -~ -ADDRESS /i ' -, ., ..,,. 'Ti .-1>11. .,·c, o·: .. -STANDARD 6" (Max. H. 30', V. 10') -/ OVER 30' H. @ FT. NEW BUILDING yr I EXISTING BUILDING I OVER 10' V. @ FT. L.6G:AL DESCRIPTION TOTAL CONSTRUCTION COST 'i SERVICE CHARGE (REPAVING ETC.) TOTALLAtERALCHARGE ',, I , } R,EMARKS: 'LINE COST DATA ASSESSrti1ENT DIST. NO. --I FRONTAGE COST PER FT. TOTAL OTHER LATERAL LOCATION CONNECTION FEE i,..'. I I i,..'. , ' -47.7 -Al" . -· C/'J C/) NO. UNITS COST PER UNIT '1 -'. TOTAL·-, . ; . \ . ' ,/' " \ J r r\' PUMP STATION FEES '-,./ '-V NO. UNITS COST PER UNIT TOTAL I ' I ST. 4 7 ~,, --- TOTAL CHARGES (LATERAL ETC.) , •. I,. LATERAL NO. INSTALLATION DATE W-HITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permltter ].f :;1 .!I i I •I i I n : dJ4//e ~5C--;;(' /2£: /Yt;CKptf~ Y~ 0 cRt//ce ,)I !! ,. :: 1 4r/C~ fr~I'~ or 3C//a7/A/G /l---;;e;,,// ::: Fl-8S-5?'1/ g7}4;:=,,r;; #4-6 cJ/5aJc/eec-CJ /f _:.tJ/sc~~Y' /A/ ~« /CcS-7//e. ·1 .i·~All?tf?. &c<PM4N u/Te /5 ~y ,11 (""" ~mcz:J ?zJ,<' /~ ez:;us. ~ltS.1-/e,>; :7//C?ec=:-/5 /3c:]CJZS c5({). PT. /Al 7l:/t=Sc- $tl/L-0/A/G5., ~//4/6 A S/?JA./d,4£.,CJ ~/~L? 8?tl0 ##IT /'5 &0 lt w~eh0vs~ f'O ¼ cJfflCe/ Ne? /-/4-ve eoP'H&-v/ W//7-/ 7& OIS-Sep. FJ:. }u 4-Rt3-c;,6vse ps-. ~ o 6(:) t1 SJ .#J~ D~ /; / o 5rp. r r. ! ' 0/-r/Cc ("z~. 87 c--:.t:Jos,) ' t0T4t:. c.cJ c.A (1/1<J) $J/&t1t:-O ,$6-#, c/9 . 8(/~TtNG -/&;;, •=c~tJ 006 . . . 28 , <'f'J et}C)5 ., @ttJC:O~cJ # 25)47lJ~ ~ 4£~ -~ ~--/·-·. · .. . . :, .. ,.-~ ·. : ~'--. . . -. . ' . ' i .. : I \ \ I i I I I ) I \ \ ' __;, TO: FROM: SUBJECT: MEMORANDUM BUILDING OFFICIAL CITY ENGINEER ~ BECKMAN INSTRUMENTS EXPANSION • As a condition of their development, Beckman agreed to dedicate street easements adjacent to their property. In that they have not yet done so, we should insure that the new facility does not receive final occupancy approval until the easements are provided. LE:mmt c: Richard Allen Patty Cratty JUN 3 1981 CITY OF CARLSBAD Buildinfl Dopartment ·I Wyman • Testing Laboratories .20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (714) 744-0146 COVERING WORK PERFORMED OREINFORCED CONCRETE DSTRUCT. STEEL ASSEMBLY WHICH REQUIRED APPROVAL BY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM DGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE DRIVING DOTHER JOB ADDRESS DESIGN STRENGTH SOURCE OR MFGR, DESCRIBE MAT'L., (MIX DESIGN, RE-BAR GRADE & MFGR,} NO, ARCHITECT FOR WEEK ENDING PL.AN FIL.E NO. CONTR. DOING REPORTED WORK 19 ·L.AB RECEIVING & TESTING CONSTR. MAT'L. SAMPL.ES INSP'N. DATE Final 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. ~ii'l:,tnessed weldin · of' metal :1:>oof' 'Pl'O e:c i:iroceedure and techni ue ... Com let,ed ~1elds insoected for s:tze and aua.li · Th:i.s re 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. 1 J SPECIAL INSPECTION SERVICE IIGISTERED INSPECTOR'S WEEKLY Rl!PORT COVERING WORK l'!RFORMED WHICH Rf:QUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 D RE I NF OR CED CONCRETE PRE.STRESSED CONCRETE 0 REINFORCED MASONRY OEIC .. laE MAT'L, (MIX CIEIIQN, "E• .... C:"AOE I M..-c:R .. WEL.·0•,.00, ETC,). ~ ,S-zt .: 11-sTH. .Earl Gene vrlMAN llATH.,.v1.;iQa..:fTESTING LABORATORY tf ~-Rl.Jl!n"E~Y. 0. BOX 20627 f.Dn\t~LI0,29~~£:280-4321 NO. 19 D D D STRUCT. STEEL ASSEMBLY D GLUE-LAM. FABRICATION REINFORCED GYPSUM O OTHER PILE ORI.YING PL.AN FIL.IE NUMalE" INSP'N. DAT~ LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFOIIMATION AIIOUT -·AMOUNTS OFMATE,.IAL. PL.ACEO OR WO,.K PERFORMED; NUMIIE", TYPE. I IOENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELOS MADE. H.T. IIOLT-5 TORQUED! CHECKEOj ETC. 1/-/"1- ' CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL Of THE ABOVE·REPORT:ED' WORK. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, ANO APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. SIGNATU~EOF 1//1i {YI DATE oF REPORT ?#£a,l I z_ :3 REGISTER NUMIIER ·Earl Geftt W'fMAN BUILDING INSPECTION DEPARTMENT• CITY .a,.N DIEGO PO BAY. 2847 PREPA.Pl:)~T IN DUPLICATE. FORWARu .. !'~i.:: CITY OPERATIONS BUILDING• 1222 FIRST A~E ., ORIGIN A PY T.Q,.TH.E INSPECTION DEPARTM);;;N,1'. SAN DIEGO, C)!lLIFORNIA 92101 • TELEPHONE 236-6260,• M,S.-.c!iclo OIi 9202'5 ONE COPY FOR YOUR OWN RECORD, REGISTERED' INSPECTOR'S WEEKLY REPORT ~~EOKN 19 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR·OF uOB ADDRESS 6'2oo D RE I NFORCED CONCRETE ~TRUCT. STEEL ASSEMBL y D PRE-STRESSED CONCRETE D REINFORCED GYPSUM D REINFORCED.MASONRY D PILE DRIVING BUILDING PERMIT NUMBER ARCHITECT .L, ENGINEER GENERAL CONTRACTOR ------------------------------------, D GLUE -LAM. F ABR I CAT I ON D OTHER PLAN FILE NUMBER WORK .INSPECTED1 TEST SA~PLES TAKEN, WQR~_ REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT -AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE,. B< !DENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE, H,T. BOLTS TORQUED) CHECKED; ETC. CERTIFICATION OF COMPLIANCE I HERE.BY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVE[) PLANS, SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. IN-! 06 (REV. 7-79) SIGNATUREO 3/hvdJ DATE OF REPORT 1 SPECIAL INSPECTION SERVICE RIGISTIRED INSPECTOR'S WEEKLY REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF Joa ADDIU!:SS 6200 NO. D STRUCT. STEEL ASSEMSL y 0 REINFORCED GYPSUM 0 PILE DRIVING 9 D GLUE· LAM. FABRICATION 0 OTHER _,,,;,~ .. w..J.1/.,,;;. ........... . DUIL.DING PE .. MIT NUMDE" PLAN FILE NUMaE .. CONST ... MAT'L, (TYPE, GIIADE, ETC.) SOU"CE OR MFG... ',ENGINE£" DESC .. 1D£ MAT"L, (MIX CIESIGN, "It•.,_.. G .. ADE I Ml'GR., WELO•l'IOD, ETC,) Sc.TJ.. iNSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECT ED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFOl'IMATION ABOUT -AMOUNTS OFMATEAIAL_PLACEO OR WOl'IK PERFORMED; NUMBER, TYPE, & IOENT. NO'S. OF TEST SAMPLES TAKENj STRUCT. CONNECTIONS (WELDS MACE, H.T, BOLTS TORQUED) CHECK-EOj ETC. 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, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. /CC -C /7.y (l..;-/rt,1 /) -/-t J, {]; ,;cf:. -1-<,Q, O.,g,.,, dsD,..., REGISTER NUMBER I SPECIAL INSPECTION SERVICE IIGISTERED INSPECTOR'S WEEKLY REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF I O REINFORCED CONCRETE D PRE-STRESSED CONCRETE D REINFORCED MASONRY NO. D D D STRUCT. STEEL ASSEtweLY D GLUE-LAM. FABRICATION REINFORCED GYPSUM D OTHER. PILE DRIVING •ulLOING PE .. MIT·NUM•E.. PLAN FILE NUMaE .. INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFO .. MATION ABOUT -AMOUNTS OF MATERIAL, PLACED OR WORK PERFORMED; NUMBER, TYPE,• IDENT. NO'S. OF TEST SAMPLES TA.KEN; STRUCT. CONNECTIONS (WELDS f)IIADE, H,T. BOLTS TORQUED) CHECKEDj ETC. 3 CERTIFICATION OF COMPLIANCE HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED ORK. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. >,,. SPECIAL INSPECTION SERVICE IIGISTERED INSPECTOR'S WEEKLY REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF Joe ADDi.1:11 62.t:JO l 8 0 REINFORCED CONCRETE PRE-STRESSED CONCRETE REINFORCED MASONRY NO./O Earl, Gene \NYMAN sou·Ji-~1G LABORATORY 62~~~1:§.SJ•!... P, .~ BO~~~-SA~PfQ~21\.):!lH~ · D STRUCT. STEEL ASSEMBL y D REINFORCED GYPSUM D GLUE-LAM. FABRICATION D OTHER D PILE.DRl·VING PLAN FILE NUMeEi. INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFOi.MATION ABOUT -AMOUNTS OFMATEi.lAL.PLACED OR woi.K PERFORMED; NUM&Ei.. T.YPE, .. IDENT. NO'S, OF TEST SAMPLES TAKEN! STRUCT. CONNECTIONS (WELDS MADE. H.T. l!IOLTS TORQUED) CHECKEOj ETC, I 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, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. DATE OF REPORT ltr!GISTIRED IMSPt!CTOR'$ Wl!l!KL Y REPo«T COVERING WORK PERfORMEO WHICH REQUIRED APPROVAL 8Y THE SPECIAL INSPECTOR OF .IOe A0011tltSIS G2oo CONST Ill. "4AT'L. ITYPt;. GJIIAOlt, ltTC.I REINFORCED CONCRETE PRE. STRESSED CONCRETE EINFOACEO MASONRY IOUl'ICE OR "4FGA. DltGCRlllllll: MAT'L• !MIX OIEIIQN,l'llt•BAl'I GRADE I Ml"QR., WELD•ROD. G:TC.) HO. FOIII Ylll:lt l!:NDINQ D STRUCT. STEEL ASSEMBL y 0 REINFORCED GYPSUM D PILE DRIVING 8UILOING PEl'IMtT NUM8El'I Gll:NEIIIAL CONTRACTOR /--1 19 D GLUE. LAM. F ABR !CAT I ON D OTHER .,r;,.;:&. .. w.&~ ........... . PLAN Fil.It NUMDll:R TESTING CONSTP-1. MAT•L. SAMPLED SC'TL IHSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFOl'IMATION ADOUT -AMOUNTS OFMATEl'IIAL,PLACEO OR WOl'IK PERFORMED; NUMD£R, TYPE,• IOENT. NO"S. 01" TEST SAMPLES TAKENJ STRUCT. CONNECTIONS (WEI.OS MADE. H.T. DOI.TS TORQUED) CHECKED; ETC, CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE AllOVE REPORTED WORK. UNLESS OTHERWISE NOTED, l HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, ANO APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. / C <. C .'ly cfi.r /r(,1 tJ -/-<.J, D,.;,c,t.:. -1-<J?, O.;;v1 dso,J REGISTER NUMBER SPECIAL INSPECTION SERVICE l!GISTERED INSPECTOR'S WEEKLY REPORT COVERING WORIC IIIERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF Joe A00 .. ESI I D RE IN FORCED CONCRETE D PRE-STRESSED CONCRETE D RE I NFORCED MASONRY ..... , .. MAT'0 ............ WEL~···· nc., Earl Gene WfMAKt --Q cAai~12-Q4i1o LABORATORY 6 IVERDALj.~J,, P, ~ BOX 20627 SA @f'l&I0012\j~H~2~ NO. STRUCT. STEEL ASSEMBLY D GLUE. LAM. FABR ICAT l'ClN REINFORCED GYPSUM D OTHER PILE DRIVING ENGINEEl'I GENE CONT ftK . CONST.Pl. MAT'L.. SAMPL.ES INSP'N. DATE LOCATIONS OF WORK INSPECT-ED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCL.UDES INF'O-.MATION ADOUT -AMOUNTS OF' MATERIAL. P!,-AC E.D OR WOl'IK PERFORMED; NUMBEl't, TYPE, a, IDENT. NO'S. OF' TEST SAMPLES TAKEN! STRUCT. CONNECTIONS (WELDS MAOE. H.T,. l!IOLTS TORQUED) CHECKEDj ETC. 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, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. ~«,JIZ-s' REGISTER NUMBER ' SPECIAL INSPECTION SERVICE IIIGISTERED INSPECTOR'S WEEKLY REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF I D REINFORCED CONCRETE D PRE-STRESSED CONCRETE 0 RE I NFORCED MASONRY C0NSTII, MAT'L. lTVPt:, a;.AOIE, ETC,) DUIGN STIIENGTH S0UIICE OIi MFGII, 0EICIIII 91t MA T')L, (Ml X CEIIGN, II IE•eAII GIi AO£ • IIO'G R., WEL 0•1100, ltTC.) ~-flt~:. 'fDoe'z,£ 1.u/AJJ 'Yooµ NO. ~ E_ai'I Gene 'NYMAN !ERN~Moei94-e{mNG LABORATORY ~ ~ R~VER_qiy;: _ !IT,liof~ O. J,.O;(Jll627 ~f6l(',f ~ -!Ji!U~§4a21 STRUCT. STEEL ASSEt,ISLY D GLUE· LAM. FABRICATION REINFORCED GYPSUM D OTHER PILE DRIVING PLAN Fl LIE NUMalEII ro s GENEIIAL C0NTRACT0II INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INF0IIMATI0N Al!IOUT -AMO UN TS OF MATEIIIAL, PLAC E0 OR WOl'IK PERFORMED; NUMBER. TYPE, II, I0ENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS lWEL0S MACE. H.T. l!IOLTS TORQUE0J CHECKE0j ETC, 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, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. CHv...J/2..-,3 REGISTER NUMBER i I i SPECIAL INSPECTION SERVICE IIGISTERID INS,ECTOR'S WEEKLY REPORT COVERING WORIC PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF Joa ADD .. IUI 0 REINFORCED CONCRETE 0 PRE• STRESSED .CONCRETE 0 REINFORCED MASONRY. CONIT ... MAT'L, CTVPIE. 0.-ADE. ETC.I DUIGN ST .. ENGTH sou .. CE 0 .. MFG ... SO-RN CALIFORNIA TESTING LABORATORY 6280 RIVERDALE ST., P, O. BOX 20627 SAN DIEGO, CALIF 92120 • PHONE 260-4321 NO. .A/ 1'"0 .. WIEIEK ENDING ON .......•.•••.•.••.......•..•.....•.• , 19 D 0 0 STRUCT, STEEL ASSEMBLY D GLUEo·LAM, FABRICATION REINFORCED GYPSUM O OTHER PILE DRIVING aUILDING PE .. MIT NUMIIE.. PLAN FILE NUMaE .. A .. CHITECT EN.GIN EE" Gl:NE .. AL CONTRACTO .. ScTL INSP'H. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFO .. MATION AIIOUT -AMOUNTS OFMATERIAL.PLACEO OR WO"K PERFORMED; NUMIIE .. , TYPE, & IOENT, N0'5. OF TEST SAMPLE5 TAKENj STRUCT, CONNECTION5 CWEL05 MAOt,:. H.T, IOOLT5 TORQUEOI CHECKEOj ETC, 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, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. 2--6-t7 ~~...A?-3 DATE OF REPORT REGISTER NUMIOER - SPECIAL INSPECTION SERVICE IIGISTERID INSPECTOR'S WEIKL Y :REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF .IOa ADDllltSS 0 REINFORCED CONCRETE PRE~ STRESSED CONCRETE ltl D REINFORCED MASONRY SOURCE 0111 MFGII. DEIC!llalt MAT'L, (MIX CIEIIGN. llltoDAII GRADE• MP'GR,. WELD•ROD, ETC,) .ERN CALIFORNIA TESTING LABORATORY 6280 RIVERDALE ST., P. O. BOX 20627 SAN DIEGO, CALiF 92120 • PHONE 28CM321 NO, 5 1"0111 WIEIEK ENDING ON •....•.•....••••••••.....•••..••...• , 19 D 0 D STRUCT, STEEL ASSEMBLY [j GLUE• LAM. FABRICATION REINFORCED GYPSUM D OTHER PILE DRIVING aUILDING PERMIT NUMBER PLAN FILI: NUMal:111 ENGINEER INSP'N. DATE LOCATIONS OF WORK ·INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT -AMOUNT·S OFMATERIAL,PLACEO OR WORK PERFORMED; NUMBER, TYPE, II, IOENT. NO'S, OF TEST SAMPLES TAKEN! STRUCT, CONNECTIONS (WELOS MACE. 1-1.T. l!IOLT5 TORQUEOI CHECKEDj ETC. 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, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. DATE OF REPORT ~~/Z..-~ REGISTER NUMB Hf ldMlltMIAIMlliNM4 Rll!GISTIRED INSPECTOR'S WEEICL Y REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF Joa ADDl'IESS 6'2oD OWNIUIOl'I ltl'IOJltCT NAMIE l {I 1 -S,REINFORCED CONCRETE D PRE-STRESSED CONCRETE D REINFORCED MASONRY . DEICl'IIDlt MAT'L, IMIX CESIGN. l'llt•IIAI' Gl'IADE • MFGR •• WELD•l'IOD, ETC.I NO. 2,_ FOl'I WEIEK J 19 ENDING ON .................................... , D STRUCT. STEEL ASSEMSLY D GLUE. LAM. F ABR ICAT I ON D REINFORCED GYPSUM D OTHER 0 PILE DRIVING ......•............•.•....••.•.••......•...•.• PLAN FILE NUMalEl'I INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ADOUT -AMO UN TS OF MATERIAL. PLAC EO OR WORK PERFORMED; NUMBER, TYPE. 1, IDENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. H.T. BOLTS TORQUEDI CHECKEDj ETC. CERTIFICATION OF I HEREBY CERTIFY THAT ·1 HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, ANO APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. /.. DATE OF' REPORT S. B. BARNES JOHN HOEFT ALBIN W. JOHNSON -- S. B. BARNES AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD LOS ANGELES, CALIFORNIA 90057 382-2385 January 23, 1981 CLARKSON W. PINKHAM ROBERT W. SPRACKLEN City of Carlsbad 1200 Elm Avenue ffeJ; ,. ' £c~Fl\:1···-,. ~ Ii \:.i i-·· .;·l\ ,.:·.:,,,ii,~ Carlsbad, California 92008 J/Jir;;::6' ma1 CITY OF ----Attention: Mr. Emil Plude Sr. Building Inspector Subject: Beckman Instruments, Inc. Bui/din CARLSBAD g Departm ent Microbics 1980 Addition Carlsbad, California Gentlemen: This is to clarify the intention of the Structural drawings with regard to the "TYP. ADDED PANEL REINFORCINH" shown on the West, North and East elevations on Sheet S-5 of the referenced project. The 1 -#5 in the top, bottom and edges of the panels are not "added" bars in the true sense of the word since the typical horizontal and vertical reinforcing are #5. Plan Details 3/S-2 show one edge bar only. The only "added reinforcing" occurs around the openings where 2 #5 or 2 #6 are indicated. AWJ. ls cc: M. J. Brock, Inc. Att: Mr. A. C. Messinger Davidson Associates Very truly yours, S. B. BARNES AND ASSOCIATES CONSULTING STRUC . SPECIAL INSPECTION SE,RVICE ll!GISTERED INSPECTOR'S WEEKLY REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF .10• AOOIU!:11 CONl·T,_, MAT'I., ITYPt:, GIIIADE. ETC.I I.~ REINFORCED CONCRETE D PRE. STRESSED CONCRETE D RE I NFORCEO MASONRY 01:IC"J•lt MAT'I., IMIX CIEIIQN, "E•IIAl'I G"AOE • M"GR., WEl.0•"00, ETC,) ,&;(~ .srL g,..rrJC-t. /f6 IS-~ '1iJ ~ -f'~ ~ CS''/7 ew o ~. Eooo ~ Earl Gene WYMAN .Q CALJB@)Q~1Nh LABORATORY 62ao,Jl!V!R_DA~Ej, ST., j.:0?iil,;f20&27 SAN~fffl~2'C!}H~ NO. 0 D D STRUCT. STEEL ASSE~LY O GLUE. LAM. FABRICATION REINFORCED GYPSUM D OTHER PILE DRIVING Pl.AN Fll.E NUM·E" I.AS, RECEIV NG. TESTING CONST,_, MAT'I.. SAMPI.ES INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCI.UOES INFO .. MATION ABOUT -AMOUNTS OFMATE"1'•1.,PI.ACEO OR WO"K PERFORMEO; NUMBER, TYPE,• IOENT, NO'S. OF TEST SAMPI.ES TAKEN! STRUCT. CONNECTIONS (WEI.OS MACE. H.T. !!IOI.TS TORQUEOI CHECK EC; ETC, CERTIFICA TIOM 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, ANO APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. CU.I</ !Zs ~!STER NUMBER :K::M:I ENGINEERS ~~~~ ~~~-.:::.=~======~======t============ 10905 LAUREL AVE. -SANTA FE SPRINGS, CALIF. 90670 December 15, 1980 Esgil Corporation 9320 Chesapeake Drive Suite 122 San Diego, Calif. 92123 Attention: Mr. Dick Esgate Subject: Beckman Instruments, Inc. Carlsbad,· Calif. Toilet Room Make up air Gentlemen: (213) 941-2233 .,r ,J ~t;..~ -, go,,. We are attaching three (3) copies of our drawing No.'s M-2, M-3, M-5 & M-9 showing the transfer grilles and ducts to furnish air to the toilet rooms to make up for the toilet exhaust. Both toilets in both toilet room areas we are taking air from the general air conditioned area and ducting it into the toilet rooms without using fire dampers. We do not have a transfer duct into the janitors closet since this air quantity is so small that it can be handled by the crack at the bottom of the door. We wish you would check these drawings and approve or disapprove this arrangement and return 2 signed copies to our office at your earlest convenience. Very truly yours, KMI ENGINEERS /;A~~ " tJ' ·~ .H. Erb JHE:lg I .: . '"f l, ____________ _ 2, _________ _ 10905 LAUREL AVE. -SANTA FE SPRINGS, CALIF. 90670 (213) 941-2233 3, _________ ---'--, 4, _________ _ Design No. K • E • # 4 8 -8 0 TRANSMITTAL g:>--~4\ TO: __ E_S_G_I_L_C_O_R_P_O_RA-'-. _T_I_O_N _______ ~_ DATE: __ 1_2_-_1_6_-_8_0 ____________ _ 9320 CHESAPEAKE DR. SUITE 122, CA. 92123 SAN DIEGO, CA. 92123 ATTN: MR. DICK ESGATE WE ARE SENDING: FOR: D Resubmittal D Corrections COPIES 3 M-2 3 M-3 3 M-5 3 M-9 ~ ENCLOSED ~ Plans BLUELINE D Specifications DELTA 2 DATED: DELTA 2 DATED: DELTA. 2 DATED: DELTA 1 DATED: WE REQUEST ........ COPIES BE RETURNED FOR OUR FILES. KMI ENGINEERS RE: ___ B_E_C_KMA __ N_I_N_S_T_R_U_M_E_N_T_S _______ _ CARLSBAD, ·CA. D UNDER SEPARATE COVER XJ VIA • D Brochures D .Submi.ttals . D Your Files D Bidding 12-15-80 12-15-80 12-15-80 12-15-80 Xl D D DESCRIPTION D File CC: 'TRANSMITTAL First Class Air Mail Special Delivery D Your Use D l--------------------.,,.-- 2. ___________________ _ 3, ___________________ _ 4, ___________________ _ BY_--=J..=I'=M'""'---'E........,RB....,_ ____________ _ 5-------.,---------------- jl~thu-r ~ol3:c-¢wn p Lu M l3 IN a C o.==t 12/13/30 DAY OR NIGHT 729-4914 2697 STATE STREET CARLSBAD, CALIFORNIA 92008 n~ C'"'l'~ro~r,:,a> (," w c:. ,'.-.:::'. \ V by tho City of Curl~bri. •..;'• . Sincex>el :,-, -/ d-1 f--?-0 SPECIAL INSPECTION SERVICE lt!GISTERED INSPECTOR'S WEEKLY REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF J08 ADD"ESI l ~INFORCEO CONCRETE L] PRE.STRESSEDCONCRETE D REINFORCED MASONRY DEIC .. 181!: MAT'L, (MIX CESIQN, "E•ISAl'I G .. ADE • Ml'GR., WELD•"OD. ETC,) NO • ..,3 -l::f-5-TRUCT. STEEL ASSEMBLY D REINFORCED GYPSUM D PILE DRIVING EN GIN EE" GENERAL CONTRACTO" D GLUE-LAM. FABRICATION D OTHER PLAN FILE NUM8E" INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUOES INFOIIIMATION AIIOUT -AMO UN TS OF MATERIAL, PL.AC EO OR WO"K PERFORMED; NUMBER, TVPE. • IDENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. H.T. l!IOLTS TORQUED> CHECKEOj ETC, ,-2'3-f, 1-2,- 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, ANO APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. ,....._ DATE OF ,REPORT • REGISTER NUMl!IER CARLSBAD FIRE DEPARTMENT MEMORANDUM TO: FROM: BUILDING DIRECTOR FI RE MARSHAL . DATE: 12-1-80 SUBJECT: BECKMAN INSTALLATION ADDITION -PHASE I After making a field inspection of the existing structures to the rear of the main building for the purpose of determining the need for aytomatic sprinkler protection, I would make the following recommendations: (1) Provide sprinkler cove~age to the following buildings/ s t r·u ct u re s ( a s i den t i f i e d on t he s i t e p 1 an ) : D , H , _ G, J, [. & M. (2) Delete sprinkler requirement for the structures i d e n t i f i e d a s A , B , c· , E , F & L • These recommendations are based upon the construction, lqcation, and nature of the facilities. In most cases those felt to not need sprinki°ers consist of a metal weather cov_er over me<;:_hanical equipment~ If you concur with these notify the contractor in Brian S. Watson ~ -56-; L-J, l -1->i recommendations, advise me and will writing. ~ ,1~ -~~ 0~ E~d, L,, ,-D _,,,,...,~, I ~ /) {t-(2._~ S ~ "5-Dt.t_ () ,J Fi Q.rt..,.; . tv?~~~u.-~~ ~ (_ ~~~..,.. ~ f -~ 75 ~~<-tv1 ~ I!Uc-riZ-~ ,-, .. ~, ~ ?-O "'i7...J-e..y ~ ~ ... ·w VS t--SEC-.ro &.. fr ( Lu 1'l t..1 ',,..r-.. , «T-e..h ---,4~ I ,J c,.J R..A-NC...l't:.- Ur-;') (r A--rj j Wk-,1..,l-r;:. POOR QUALITY ORIGINAL S k'.-? ' \ .::: .., . . . ,;. ro1u,1 ,-.a , .. a LC: .. ,. SMITH-EMERY QOMPANY . ecn.~ ::\ CHEMISTS • TESTING • INSPECTION • ENGINEERS _/ ... ~/h'/90 7111 IC.I.ST WAIIHINaTON IJOULr:YA.MD // ;/---/ . I-OS ANGli:~ at, CALIJrO~NIA · ALL Ul'Offl ur: SIANl'TTII) AST..: CC*P'IJ:>Dm4L rK>N:rrr 0, CUDITl. AIITNOll!IAnC)I( POI P'l/4IUCI.TI01! Of OUI 11:N>ffl. COOICl.USK>l<l. 01 IX• Ta.&,CTl FIIOM Ol l!tc.AtllllKi llCM It llCUYIJll l"PU>l115 OUt WITTTPI AJ'l'ltfl't'Al. Al A M1111JAJ.. l'ltenc:TIOH TO a.lDITI. TH[ l'1.llll.lC All:!> OUHl!.YU. 4921-70 P-400763 DATIi:: DECEMBER 21, 1970 E. F. HAUSERMAN COMPANY 1000 23RD STREET S A.N FRANC I SC O , CAL I f • 9 41 0 7 SUBJECT: SOURCE: ANCHORAGE: HORIZONTAL· LOAD TESTS ON YOUR 4 1 x1Q 1 "READY WALL 11 PART IT IONS. SUBMITTED TO OUR LABORATORY 2½"x811 x18 GA. METAL RETAINER CHANNEL w/ 18 BARBS 3 / 1 611 L O N G P RO u E C T I N G I N TO P I L· E C A RP E T O R T I L E REPORT OF TESTS Two PANELS WERE PLACED IN A VERTICAL POS.IT ION F'ORM ING AN. 8 FT. BY 10 fT. PARTITION AS INSTALLED IN THE FIELD. PREDETERMINED HORIZONTAL LOADS WERE APPLIED AT THE QUARTE~~-blNTS FROM THE TOP AND BOTTOM OF THE PANELS. DIAL INDICATORS WITH 0,001 INCH ACCURACY WERE PLACED ALONG THE CENTER Of EACH PANEL AT THE TOP, BOTTOM AND MIDPOINT OF THE PANEL TO MEASURE DEFLECTIONS. SEE PLATE A F'OR TEST RESULTS AND PLATE B FOR TEST DIAGRAM. 5 ARTHUR SAUER 2 ADDRESSEE I f' RESPECTFULLY SUBMITTED, SMITH-EMERY COMPANY Bv_(2_~--.--:;....___~__,;;~~- PAuL LINSTROM CIVIL ENGINEER ... ~· ,, -~ p NO. ~-0 ,oo • . 0 . 50 ~::~ 0 00 ~ 0 25 :: . 0 , ... 4921-70 P-400863 DIAL A 0 0.197 0.043 0.308 0.014· 0.31_6 0.036 SMtTH-EMO:RY COMPANY DIAL B DEFLECT ION, INCHES DIAL· C 0 0 0 0.445 ·.0.246 0.198 0 .145 0 .166 d.034 0,800· o .• 475 0.300 0~249 0 .186 0.075 1.287 0.716 0. 417 0.392 0.345 0.145 No READINGS COULD BE TAKEN DUE TO 0 .108 0.706 0.765 0.212 2 TILE FLOOR 0 0 l) .. O· .· ·, . 0 .101 0. 431 0. 0 79 0.206"· 0.019 0.050 ' 0.0~5 0.020· 0 .180 .0. 652 0 .141 0.295 0.035 . 0. 084 0.030 0.035 0;333 . 0. 919 0.230 0.355 . Q,050 0. 165 . o·.094 · ·o·. 050 CENTER A~CHOR SLIPPED 0.090 0. 36 7. 0. ·380 0.011 .. · ... .. , .. . . . .. , . , .. · . . ' .. .. : .. .. .. ~ ' . .• . ' ,. . . , . .. DIAL -82 ·o 0.437 0.125 0.785 0.226 1. 1 77 ·0.412 DIAL ~ 0 0.206 0 .120 0.383 . 0. 223 0.587 0.352 CONT. DIAL MOVEMENT . .. 0.762 o· 0.436 0.052 0.660 0 .120 0.968 0.195 0.367 0.660 0. 0.085 0.014 >.! • 0 ~ 150 ~ .0. 036 0.288 0.123 0.336 , 1 ~ . ..._~ • .:;\ PLAT£. A · ·-y--~f:-.. .~;-·:· -~-~n•;~~~~r,~:k,··~-,~~~~~~~J . .. -.• -, .. -ii . · 1 . ~ ·: - , . ··~ ... .:,,:..• "'"""""'""""'"'""'_"',,....._"'..,,,..,""""'' __ ,.,.,.,..,,,,,.,,.,,=.,... .. -.. _, .... ...,,__,...,...,. • .,-,.,,_, ................... ----=-... ~~ .. --~----"*'"""--------:a ro ~ c~e'-;S:Ec·ne,.IJ ;r -4Jr-='#e=-D Ce/L./Ntf ,~ 814~~ ~ '4-Le:::,., a:\. c. .. e..,. &'' Le1-#tf' l~Dl;CATOR --J ' ~ ' --0 . ' -U\ = J ' -., l t t -~ ,! , ., ~ I ~·"' _l,-~'r 7 'rt".~"-•r,'~~~~-.,;: +:· , •. , ... •;r,$~~,;.;,..,._.;i''· :,~~':;;,,;;~~.-.;., ~ () _( Cl · 1 Lc.-.ti P _ ~Ot,lti;~g ·)Z .¾f~ I 0 6~100 ,._ ~-C • -----o-- 1 '), f 1 50 - J{f. 20g 0 250 0 I , 0 5-"' 100 4-.lf-/1' 0 "fa"/ 150 . 7' ·o·-.-. IO ' 200 . _-... , 0 225 . 0 D l>d. DIAL DI AL DIAL _Jh _ __h_. ~ ,.,.., --4--- 0 0 0 0 t: · 0. ~~5 ---'-'-~--0. 198 __ JL 4_3 7 ......... 0 ,2..Q.6 --0:145· 0.03~ 0.125 0.120 _ o ~ ~ q o_ . _ _ Q _, 1 et, . o • 3 8 3 . __ . . 0.075 0.226 0;223 ,,_____,,.O_.._ 4 l 1 .L .. l1L _ _J)...._i8_7_ ...... 0.1~5 0.412 0.352 !APl~G~ COULD 8£ T~KEN DUt TO CONT. DIAL MOVE~ENT 0.706 0.765 0.212 0.762 0.660 0 0 0 0 0 ·_-_: -. -§-: d~-~ -·-· ----~: ~,7 ; .... g: ~-~~ --... ~: 6~~ ~: ~~~ ..... . :: .. __ Q_._6_,.2. ---. ..0 . .11 •• L~.1 -·· .. _JLll.~---0, .f>~.D ----0., J ~-0 .... . . o.oa~ 0.030 o.035 0.120 ~ 0.036 3. 0.919 0.230 0.355 0.968 0.?88 -•,·····-·-·----··-.--· -----------··---·· ---·---.i,, -.Q;, · 0~165 0.09~ 0.050 0.195 0,1£3 ~R A~QHO~ IL 1~,1~ 0 0.367 0~)80 ,,. ·.·~ lip') ,, _ 224 ' I '"1t'.l1 • l .(_ ·_:_°.. '. __ .... •. 0.; -) .) . 2.. . ~ ... 3 4-/ --·--· ·--(· -i.~::-'!. ~t) 7 = . ~ ~ j ~ ~ ~ . -~l".:. I . _-, .. 0. 071 0.367 0,336 ,, PLATE A , - . ·~ •,. u,~ • •.:• ' .. •::; ---= ._, = ·~_:.:; _:.~' . .. . __ .__ __ -+----i-----_..;i:= --... .1 ; ---· ..,;; ~ 1 . r--------· -.. 7-----~ ... .. _ --.. -· .. : _ -·· . . . . . . . . --r.. ... _ ~::: 3-+-i:: ----i-.... ---.-/?/z 7/.Z'? .. --· .. _ _:;~ ~ ~ -· --- ~5 ,, .0 ., . ' ,-~ .. ~ .•· • • u1.:%. -· -··-. .. . . . ·--· --_::-:· ~~~ SAUER-MARR--GRIMES -WOOD~:)° . -~--~.;-:::. cp Hau L. Tl HG • T .ftJJ C.1.Ll.!Hd.l f:H e LH £..1[.IU!L.:·.;?,c: ~-·:~ ~.RTHUR_ A. SAUER -l<Eh!NETH ~,MARR'.··:;.:·- -::.197. 1::,,11 ST.• SACRAMEt;TO, ~u,-. fil58li • WIG) 4-41-01,41°_'~~- ~!:a..,~...;...,-..~" ~~:l,,~~~ .. "f\,·~~~,~~ ... ,~~-; ~--;;-~~~~..:~~~ I tt r ~ ,. ,,. ... . ~1.-, ' • i.:.c··.-... . . ! ,; ",' 'I .'':.r, i, ' •"• ~-.. .'<' ,.,, ' ... "',! ,,.:.c.-,•· -:-··· t' ·i,: 1 •:), .! ~tl .. ~l tr~.rt..t.iV ,Yf 1.~·;j!'~; 4lf\\ f .. "l-~~'t~<·t./ 'i J~~ff.:J~t,,Wt\\\' ,: ~1, t ;,:~:· /' ·. J" I>\ • " I .... ,r ... ..i''' ~ ~·:-; ,t .r ~~ .. ';Ji l ~ :~ r: t Jt ,·\ \1H ,~t" /1.?+ ~11~r.~~\·\tr .... ,tr?;,.~t~~f tl . ·. . : /• ·' ,.'· '' '.', _.:•:??I '.·j}//,/'.{'kff,:ti~\t'f!h ., \• . •.. ·, ",' l ,:,•, ,:~ •• I '" <v;,-'.•' j;'S< ~ \ ' ··~· .: ~ '.,' i•Jt' '! I',; ill,; • ' (',\ .. ~ !~._,I II ';iC'ti •• ~~~~ I OWG.NO. ''to"-f'll_SE'LF-TAPPtNG -SM9eQwv. rliSTE.NIN&.s-re <IrH£R MATt ,2?,o"f:..M.~ ~ ,,,.·.o• . ·f!J 4.a O C, TO T·8Ali' . Ti/ CL6 T•~AR,S {STAa&£/i C£/LIN' LIN£ ---~---,L_ ,. -.....,....,4!!>----~ I I I 111>' ---48'uw --· 48VW---- l'(fl I • 10• 0 LONG CLG-CI-IAN/1£:L (l!i' G,11) .., .. ., r-t .... 2 .... P .. NC:L Re. .. ~..-. · I G,u,a 'TO Ao.'-'• t... ;::-:--.., I re.SCO RIBS • PAN£ L UNIT "I (:U. G.A., liOCHWCOt. 'PACj//N& B,-.~E'l-- ~/0 GA.•2!.~0N<; .. ~ .. } u~Ol'fT BRACxt!r.S · @EA. £ND £A MNE:t.. · · IILDNIS, Renf,,.,~ CHANNEL (ia6AJL W1T1-; ~e;, """' c.-.i:;:P'-T .l.t.lO · FL.Oou... "'T1i...te , _/',,. • I ., 'j J, .,, r .> ) .. ) l ·j ,., .... ?>~ ___ l PllNCL Hr, ,, ' ; r'Yif SECTION''B-8¥ TJIPIC-4L ON€•W,IY PCS T CON{), ~/_., FULL ~11£) • (;lo GA.) I t .B 118 l'l£TAIN£R CI-IANN@ '+A (ft) £A ~T) ELEVATION ~,.i.·~ ,:o") . , r~,.}~f•c1/,! > ~: \ ~ 0 i' < • . ~· /~ '•" ~-~" ::~--~• :\ ·:-~ •:,~:~~·::;~~-~ : ,, r~' • J R ~ • t •• 4,,:L.J.J';ii.1'11 11 L· •• ~--'\ .. ., .... t!,, .. ~'t,.l~~ J·r~~ ~,,_tl}.f:-rid~!\-'f .!f~~Z9t,'i~ilt:ift",., ait-: .. • ...• """ .• ' . ~'· ·t· ' '' l""·" '·l'''l'· ·. ·~--.... , •'" ' ~,' t •, ," • • I ,,.1,\ /"l1!,,,•1. ,I•,' .,I~% -,,> //j t.fii,. ~ ~,-< -' ' • . -.... '. . ·.:• : '• .. ,. f : I Z ! :. I • P'l...AU . , .· , ' '" l:: 3 . S; . . =:q:--~~-! ~ I v '1 v ~-V 1 ~0: .elov6,; = l=LE.VATIOIJ · . · . ·J .5 : l @" ::i j; RETA/AIEf< .CHAA/AIEL. ·: ~ Z-. ~"-"'*"' ··•1z:e ~ ; ! (~_,(:f:;:)(!"EBT~ PROPOSED INSTALL A0 TIONS) ,1Ft.OOR LI>/£ IIEVISIOM ECN av DATE • REv1s10N ec,, av 10Art: J MfG.,11oasso11Aw1NG GA. THEl::.F.HAUSERMANCO. ·:! {! f; ,1 ,1.,.' ,1: ] ~ I ·1i' I ' i. . . ' -' ' · · ·• I I 11u OF MATERIAL size. riTc. CLe:ve:L1'ND, OHIO • 1 I • I J ·i .} :J I • • I, -OM-IY:P, C ,r OA'";,'2 -70 DWG.NO. R['ADY W/JL£ ,~ • . t UL/.:. I/ t QI' I __ _ I CHfCKEOIY: OAT£: ALL S.TE.'CL p,UJ£t.. tJNIT • l / /. ' I \(o:lf.l. II• 5·70 T IPttC0.#1.JtN-IIIJ .. .: .A ·.: .:~ ~i~ ': .. ,,, .·. : :.:· .,··} ,=, ,· ,,.!::,.: ', ··: ·. •i:,: ;·., '~.' ,. I •• ;-' " : ,, .... :, :.J,' l: :: . _'; · .. · .. , . \: .•· ~-:-r' .<. 1)_;' ;:i/t( ~ :L:;,,-):;i},~:-, ::•-.i.': ,. ",,.', ~\· . ., i\-ii:l-W~~~~~A~]K~".i¾'~H~-;h,';,~~L,;,1,.f,t.l,~:t,1,J;;~,}f,,,.. ,, ... {!i,:'l'l1~~~/t1'i(-,i)iM.¾r.'1:-·~)~f{~ififliJ'it~$~,~j1;~¥SJ.~WJitl~\W'~~~~~;~~~;"')):i·~:l,..tl~. -~,.:;...,.._;.;_.;..;.=;...;-.!..:~--------~ ______ ,..___ ~ • -·--nt-., -----~-.. ...... -~----.. -.. --"----... -~.,_ .... ,.._.,.!) ____ ...,..,...._,., --·-~ ,.._ ,-A.~-,C ..._ ............ ----- . f'r]\ ·41t, . <~hr : ,i. ., -r ,' ' .. • ~l· '-; L~TE!<AL FoRCE T£.sT ro ALL Sr£E.L PAN£L'5-ON c .. ------·--___ .. _______ _ FoR CALIF=°ORNIA 5TATE:5 --~ . ~-----.,,...----p --J.-.--;----. r1.:.-® . l · .... 4-,:1.e, ©--_, ___ _ · 1. c E, L \ N G H 1:., G H, = \c/~·,:~ /2. C Et LI NG CHAN N. EL t='°AsT: WrrH w\O ~ 5/e" S_eL.F ~1 3. PANEL RE,f,.\NE R C ~-:~ Ot--J CAR P£.-:r.:. ·oR F LciqK .. :.:: ~ :. 7-'J • '. -~Tt? -,tf.- -l-: $.-, . . ' .. -;,~' .... ;, -,. -~ _, ... ~_ •. -:;s··- ,;;: .. ,..;; ~-,;~~~t,uk,i-.,i,:.~~~....,..,~;..&, , ..... <:l . t , =:\! ., ._ .. ,. . ':{I .~-WALL PARilTIO~ ...., ~ ;\ I ·-:..! ·:.R FLOO~--TI-Lf::-10~0" ELEY. --- .' 0USE APPROVAL ' , -t ()l ! . ' ·r,~ '--'! .·' ,·· .. Yieo =AL t~WABL 0 E Du i. ECTIO WITH 5#/0 ' . . DES1Gl--.l FoR.CE.:: 5 #/o' · ! p-=toO"'(Fo~s#/0 '.) -~~ P=l50*(FoR 11 #/o')··· -p:200#-(Fo_R 1otr/ 0 ') · -. . -:;· . :~ • 8?-851/ F58,l78( -{2;,.;D._,~, re~ --~~___,____;;;;,.../p::---=-------..~ (--:;---f='"'-f--=·"-----=---· ~ \ JI~ .,;;kJ/rdle;,c/: 0-. CARLSBAD Prepared by1 'Jc_ Ev'·-, ck VALUATION AND PLAN CHECK FEE J . T':') -~ ..# PLAN CHECK NO • ]50 -8 S-Li If €A/ IS I Cl f1 I BUILDING ADDRESS -1 C·cc..-YJ ,"h , ~ m,/"B,ld~. Dept. .· o Finance o Esgil APPLICANT/CONTACT Ja.c k H;// Ar-c.h; ec tPHONE NO, 'Al.3 980 4-5 LfO BUILDING OCCUPANCY ·73..-J._, ;I ·;s '4: _ , (} tf-; ~ ~-Z.-J TYPE OF CONSTRUCTION 8 --Jj}_ \~k_/-ei-'&,( 4ofS-V~.> --v/,~-0~,..J ' ~DING PORTION BUILDING AREA -VALUATION IT VALUE1 MULTIPLIER ~ ~ / ~ / ~ / ~ _/ / ~ / ~ / ">< V ·/, ·~· / ~ 7 ~ Air Conditioning / '~ Commerc1al / 2.85 ."" ResidentiaV 2.40 ~ Fire Sn~ers 1.10 ~ / "-?1 Value "-, Qo/J I\ i, ;\J& ~ Building Permit Fee . -(') 0 a C -Pl n heck Feel .... --'-/_.5--'0~---------~ e7C:J Account No. 65-638-0519 (80% of plan check fee) 11,Q - '<" 0 oc> Account No. 01-000-4807 (29% of plan check fee)-~---- COMMENTS t 4 1/Qn C/11?..cl O ..!::) I-JcJiA.h .. "5 · CC ESGIL CORPORATION 9320 CHESAPEAKE DR., Sl."ITE 122 SAN DIEGO, CA 92123 (7'14) 560-1468 )A_A\1~ 1t~v COMMERCIAL PLAN CORRECTION SHEET J) f t,'\. tG Jurisdiction of' ___ c_a_r_l_s_b_a_d ________ _ Plan Check No. 80-854 Stories 1 -------------------- Owner Beckman Instruments ' ' Site El Camino Real Area(s) _ __,W=a-r~e=h~o~u-s~e--=2u,~4uO=O'--_L=a-b=o~r=a~t~o~r-i-e_s_-_O~f~f~j-ce..._5~Z-,B~o=o..,_ __ B-2 and B-4 y l t· Occupancy _____________ a ua ion ______ _ Type Const. __ v_-_N _________ Calcu.Plan Check Fee_:_ Actual B-2 + Actual B-4 Allowable Floor Area Allowable B-2 Allowable B-4 Basis for Area Increase Fire Zone 2 , yards and sprinklers Warehouse= 80, Lab-Offices= 5· 28 Occupant Load ______________ ~-------- Remarks Building is over area for a Type 5-N sprinklered. Date plans picked up/received by ESGIL 10/2 by G.D. Date first plan check completed by ESGIL l0/16 by R.E. Corrections checked below are to be made on plans before permit is issued. The approval of plans and specification does not permit the violation of any section of the Build- ing Code, or other City Ordinance or State Law. The follow- ing list does not necessarily include all errors and ·ommissions. See Sec. JOJ(c) of' the 1976 Uniform Building Code. Plans require correction as indicated by circled items below, before a building permit can be issued. Return this correction sheet with corrected plans. TO FACILITATE RECHECKING PLEASE IDENTIFY, NEXT TO EACH ITEM LISTED BELOW. THE SHEET OF THE PLANS UPON WHICH THE CORRECTION HAS BEEN MADE. 1. Please make all corrections on the original tracing~ before resubmitting for recheck. Return two sets of corrected plans with your check list noting location of 1. corrected items. 2. The building appears to be over area for a mixed B-2sB-4 occupancy with Type 5-N construction. Please provide your basis for area increases. See Sections 503 and 506. The unlimited area provision requires 60 f0ot yards or public space on all sides. Areas include all attached structures not separated by an area separation wall and not meeting Arcade requirements under Section 509. J. Provide plans of interior improvements or note on the plans that building permits will be required for interior improvements. 4. Clarify what is meant by exit hardware on door schedule. Show compliance with Section JJOJ(c). 5. The required one-hour occupancy separation between the B-2 and B-4 occupancies has J/4 hour rated doors. Section 50J(c)4 requires door assemblies to have a one-hour fire· protection rating. 6. Double acting doors are not permitted when serving an occupant load exceeding .100. Clarify that exit doors only open in the direction of travel. Section JJOJ(b), 7. The Office-Laboratory area has an occupant load exceeding 500 occupants and per Section JJ02(a) requires a minimum of three exits. The min~mum three exits must be arranged a reasonable distance apart , (Section 3302 ( c)) and they may not be thro_ugh a required occupancy separation or a storage warehouse. Section JJ02(c). Please provide a 2. third exit to the outside to satisfy this requirement. 8. The doors labeled as exit door through the occupancy separation wall should not be signed as exits because they do not comply as exits. Section JJOJ(j). 9, Provide exit signs at all required exits complying with Section JJ12(c)2. 10. Note on door schedule that the 20 minute rated doors opening into the exit corridor shall have self closers. Section JJ04(h). 11. Clarify access to the building to sh_ow compliance with handicapped requirements. Show ramp slopes, maximum 1:12 slope. Provide handrails if ramps are steeper than 1:15, 12. Provide fire sprinkler plans to show compliance with Chapter J8 and NFPA standards or note on the plans the sprinkler plans will be submitted to the Building Official prior to their installation. lJ. The rest rooms in the lobby do not comply with the hand- icapped requirements in Section 1711(b). Provide 60 inch clear circle and required grab bars. 14. Provide a note on the foundation plan that prior to requesting a foundation inspection the soils engineer shall provide a final soil report verifying that the I building pad was prepared and compacted in accordance with the June 13, 1980 Woodward-Clyde report and that the found- ation excavations are in accordance with the report rec- J. ommendations. 15. Show on drinking fountain detail that at least one fount- ain shall have the spout within 33 inches of the floor and shall have up front, hand operated controls. Section 1712. Electrical 16. Main overcurrent protection is required for transformer secondaries. NEC 240-J Ex #5. 45KVA transformers supply- ing panels X-7 and X-8; X-9 and X-10; X-11 and X-12 do not have such protection. Plumbing 17. The gas piping is adequate for the loads and lengths indicated. Provide additional information if the existing line is serving existing equipment. 18. No details were provided as to future use of c.w.v. system. Combination waste and vent systems are not approved for serving unvented fixtures above the floor level i.e. they are designed for fixtures which may b~ legally in- directly connected, fl'oor sinks, or floor drains. UPC 615 and Appendix B (Section B 1). 19. The vents at the end of C.W.V. lines are to be taken off ahead of the last ~ixture served. UPC 505(b) i.e. at stations 26/B; 2J/D etc. on Sheet P-J and P-4. 20. On Sheet P-3 provide condenser or intercepting sump if ' there is a steam boiler blow down. UPC 611. 21. The water pipe sizing criteria noted on Sheet P-1, under remarks on the Pipe Schedule, is good but no data is 4. • '' . r provided to establish that this.pressure is available. Please provide design per UPC Appendix A establishing available pressure. Include landscaping g.p.m. required and estimated load from c.w.v. systems. ', Heating-Air Conditioning 22. A products of combustion detector and automatic shutdown is required for systems over 10,000 cfm. UMC 1009 and UBC Standard No. 4J-6. 2.3. All w,iring (all voltages) in a return or supply air plenum shall be in non combustible enclosure. UMC 1007(b)5, 24. Add note to plan: No combustible material to be exposed in plenums. UMC 1007(b)J. 25. Note that non metalic ducts are to be U.L. approved Class I. UMC 1004(b). 26. Design professional is required to sign the E and P plan sheets. 27, Provide a signed e~ergy compliance statement on the plans or sign and return two copies of the compliance statement enclosed (E.G. 215), If you have any questions please call Dick Esgate at (714) 560-1468 . Enclosure: E.C. 215 (2) 5. \ Jnttials d Prepared By \ ' Approved By \ . ··-·--· -----····--·-· ------------------------------------- /]) (2) (3) (4) (5) (6) (7) (8) I / J I I \ ' L I' -~ 1£+--1#>1-+-+-J-1!----+-+-1-1--~ --'-'-1-+--1---f1--+--l1-,.-+,,1,,---,1t:=1+-1-+-+-+-+--+-,_,_,_ _i__L-n--J.._1ftT -k-, , __ 251 ____ 27, w ~ ~-~-~ k1L f~ ~#trJw~ 1 -l-!-i---l--fl--+-+"'l't 1 ~ 1 :) 1 I .,,___,_.,___,j?J B _rfJL ~\1l 1 --~ :_ :i 1 211 , 1 "T4-' 1 #f , 1 L' · · I · J__' ' ____ 28-11--L ____ l__L_ .J-' I IT II :I' I I I -~~1L·~--~+ I~-----,·+ ·qi·== 281 29 I I J. +--l---11---1--!--l--'-I ' --H--.J--1.-1-! I I i I I i ' ' 29 I --------f-+-1 I r 1- 1 , r-------~--'--"-·--t , , : t-t-·-t--~--H---:-·;--. 30 i 1 / I , I I I : j ' i , ! · , ' 30 I 31 1 i I ' l +1 j · "' ~ !/ -~ l/,r,411:'ri I : :;, ldt~· ·. '~"' ~ : ' 1 311 ________ 7 L1 ___ _j_ ___ ,_,-L L !,;,; --' , _L~~~ _ ~ ~ -~ • , _____ , __ . 1 j+--11--'--! I T ~ 'I , ii9'i' '·I --------32 ,.___H--[I-1 l--Ii I~ it--I -+i I: H~-~-f------~~_;;--;-1--I -- 3 !- 1 ______ 33-1,--~_J-7 _1_L,__1_: ____ C--_,_L -e----I Li I i --_· __ (____LL j---___ ;,) ___ J_J_ --·----'-'--'--:_ C-331 i I 11 1'i I :I II 1; 1'~' 'I' ,, ,, 34 I i I I , ! ,, I I i JL I I I i I I 1 ,. ' L , i , ' 34 1 --------3~ ·-r r--!-r--r4---1-r ~ lb'/~, 1 i J ~ ~i;,,;;* 7 ::ft~:--! !:L $Jr l ·71 ~~-· ... . ;----;5 I 36 i I ! : I( : J : ! t7 / J I /J ---_ I j : I ! , , . \ : ; '. _"" I i : 36 I -·----~ ,_ --1 I : --yr---·--z ?+ttn 1'°' ,.., b LP1~ '7 ~JJ 21 : I f -~-71t;rf r~-+-·---,-:~-371 ---··-------.--:--r+-----r- 1 --+--/-=~f_:Lif ......... 1 1 ~--7"-·-f~; i, +----/d~4i---~"'-,-_,__, __ ~:.l-,·-------------~~ -r+---i-~ I---+ -' ' ~'-+-~-:--!-; : ~-~v ~ : : : --++-~Jti, -· _ _j~ 91---i I ,------_381 ___ ._3_9 __ ,w. ___ , ___ , __ J~--L __ L _J __ J,__,__..........,._[j. ,, I i}~tQ7~~lL_1~--c---~4--RL~~'.L b ' ,___ _: __ ,_._ __ .___ 3_91 40 ! . 1 : I : ; 1 1 1 1 1 , r I , 1 1 , 1, y, ; I I : I • 401 l ! l l : l \ l l i l l i ' : t ! ; ! l l , i ) I I I I I I I I ' ' I I I ' i I I : I ' I i i : ! I I i i i i I : I . I ! i , I \ .. 1200 ELM AVENUE CARLSB.l'.D, CALIFORNIA 92008 ~itp of Qtarlsbab COMMERCIAL VALUATION CHART USE OF BUILDING~T"iF-£-l'LR:.L-f--W~6'::.!Wl4-".u..L-.i~~~~..!fi...1~'2.l.l..:uJC!i:!!,.._------ BUILDING AREA ~~-L:ltt't!!'J 4.E,. (Less Office Arclll OFFICE AREA 2-f_, f;l~o :tF, SPRINKLER SYSTEMS ff.r (!>QC:, ~. F .. AIR CONDITIONING 741 e,aa s.,-. X X X X $ = ~1~,""" · ea $1.25 / = _$___.JLJOO ..... ~-._=~-Q .... O.,_•_...,,(,'?_c:,_ $2 .50 / 1 fl~, ex:"'· a a PILE FOUNDATION NIA . 7 $ = $ = $ ...;.._ ________ _ PAVING ~~ rfa<;'J -s,,. X TOTAL • • • • • • . . ft. = $ Vt, 1"" . " C)__ · · $i414,1<'d · e:1 ° • PLAN CHECK FEE (65% BUILDING PERMIT . MICRO FILM FEE o • TOTAL FEES • • • 0 • • • $ t.,$t.1 · oa • • -=-$ _ __,.!=,,f->-8 .... 5-..1-r-·-..... a ..... o'"'"" • • $ -'------...._;~-- t . {c) Ex ration of Pl:1n. Check. Applications for \Vhich no permit is !ued ithin 180 d~ys folkwing the dak of applicatic.m shall expire by *NO'rE: ""'ACH BUILDING it 10n and plans submitkd for checking may thereafter be returned to .c; . pplicant or destroyed by the Building Official. The Uuikling Official REQUIRES A .A y extend the time for action by the applicant for a period r:ot exceeding (\' 80 days upon w;itten request oy the applicant showing that circumstances SEPARATE ~ beyond the contiOI of the applicant have prevcntc:d action from being J taker.. In order to renew action on an application after expiration, the ap-V~ plicant shall resubmit plam and pay a new plan-check fee. ~ J (d) lMnspecti1m fee. The fee for each reinspection shalt be $10.00 . . (,t\ TABLE NO. 3-A-BUILDING PERMIT FEES "'. o//q' TOfAt VALUATION . FEE · \J $1.C0 to $500.00 $5.00 501.00 to $2,000.qo $5.00 for the fir,t $500.00 plus $1.CO for each aclJitional $100.00 or frac- tion thereof, to and inclu<ling $2,000. $2,001.C0 to ~25,000.00 $20.00 for th,~ first $2,000.00 plus $-1.00 for c::ich additional $1,000.00 or frac-tinn therFof, to :incl including $25,000.00 $25,001.00 to $50,000.00 $112.00 for 1ht-fot $~.5,000.00 plus $3.00 for c:ich a<ltliticnal $1,000.00 or fraction thcrt"A, to anti including $.30,000.00 $50,001.00 to $100,0_00.00 $187.00 for the llrst $.'50,0W.00 plus $2.00 for each acldilior,r,l $1,000.00 or fraction th~reof, to and i1~cluding ~ 100,aoo.oo $100,0M.00 to $500,000.0() ~:!1-17.0n for th,· f.r:;t $100,000.00 plns $1.50 for c·a!·h ,Hlditional $1,0fJ0.00 [ . or frac:tion th~rt:mf, to ;incl indu<li!'lg $500,000.00 $500,001.00 and up ~887.00 for th,~ lb.t $'500,000.00 plu~ $1.00 for t•a,;h additio11.1l ::, i,OO!J.00 . or fraction thereof ·' :/ ~ r.,· ·, I 1 ., \ l, i . .. -'i f, ..-1§.' I· ... ! ~ . . ' .. ,r'· , I i ) fv//CR._O /3IC S CARLSBAD DESIGNED BY__,_lv:;.;.,1-,_/ -CHECKED BY ____ DATE ___ 9_-~rf-o~--JOB NO._~J_o_o_.->_-~3-SHE!i::T NO. _ _.,""'J·'---1 t!IJL C l1 LAT/ o N INPEX SLJBJt::CT {(OOf F~fJ MIN C!r WIH-L C.oL LlMN f-OlJNPI-:> 110N se/SMIC. M(SC ~Ll.. /4NGOLJ S S, B, BARNES & ASSOCIATES 2236 BiiVEflLV BOULEVAIJD SHSG.T NLJMBl!f;.R. R-J "'To R.-{O W-! ,o W-3 c.-/ TO c.-7 F-' TO p-4- s -I io s-9 f-/1 -, iO /Vt-z. • CONSULTING STRUCTURAL ENGINEERS/ 7£#7~ 7 LOS ANQEprn, ~ALll'ORNIA 90057 • 362,•:hyt · C./)R.LS /3A D DESIGNED BY __ l,\,1-4--f1_ CHECKED BY ____ DATE ______ JOB NO, __ J __ o_c,_J;_·-_--_3_ SHEET NO, R_ -/0 ONC. M ./4_. = /. Cf ( -f.!.: x. t ro + s-) +1-7 ( StJ) = /?.-f +. -~s -::::. c.---0c; 4::::-t-z_" ,;{:;:-:: t.S I( Q(__ = t;; tr-'' IZG..t.J 'f M&NT w7. ::: C t'"oo # 3-t,., CONC.. fhP ,[,J ::: t ,S-oo :# I I /?..,S""x. Io S11.....e --1z...s-'xto1 3 • .)-+ -X /ro f-Z.. -- I 1.. ::co.+ /t1 = o. "l-tf<i X ~J.f)..,_ ~ t I (), i-f I x._i.!.:±.. == I. CC k. i;.-- Ii</ -1.C. / fT MtrJ. h,r =-G', 3S L.J .f c;-· # .s-@_ I o ,, = r~ /a' '9..r :;. {).JS- u $ r;£ .#s;-@. /0 ¥ S, B, BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVEij!-V BOULEV,IIRQ • LOS ANGELES, CALll'ORNIA 110057 • 332•23U Ml C/~O /5/ es C..,t,:JP LS /3,~ P DESIGNED BY l,JJ.:f CHECKED BY ____ DATE __ !...,a,_-...,_ ..... !?'-'o.____ JOB NO. Joo!.~ -3 SHEET NO, M -{ Ii:', # / s,s-1-0 .,/ · I I I (, e&...utff"IG.ivT s1z._1:: : . ;$"'" x i x 1~ (j-he,rt) vJ :::. / 3 J-1_e; __ /S-.)( J -/13'7a1 7 J 8 J .,/_:::. is-' A-,):::: //3 ~~1 x 3-:. -4,,;-?., % I . ?.. - /11 ::. () . 'cf s-· "L X J/5)_~ =-/1-l ! s,:::. r1-.7 x.~ ::::-(., , CoL. f+1.. == /4 J C/Jfltc.,/71 bf 4''7 S7P f 1Pt::: e,,,¢L, = 3t,I< V =-t:1.3 w /Jo)lt 'Z-. f'D/lCG ViP/LT, ., -.:,.,. 4it1.;__i.. x_t-vr-:::;. -vS-~I# :: -;,. ~ J J X • ;,: , =--f '? f 3 ft ...... is' .~ W J-x IJ S=-/S--.z.. ::. -vr?/ X 1'11 : :,· fl r-:Ji, 1r 3t x 3 x Pfc. (H::,1,.') .::. / 9 k " ,f S10, f'fr;. C.oL. ., , ?''J I I< z.-%. 'f H.s. IJoL-·".t = /3.-z.,,J-x7-:::,.(!;' S. B, BARNES & ASSOCIATES :.n~ 11e:v1uu.v UOUL&l:VARD CONSULTING STRUCTURAL ENGINEERS DESIGNED BY ½:t CHECKED av ___ _ -f,o c ?.JI X .j_L ~t... ! t = L3 s-+w:_ 4f MI c I<_ 6 /31 e.. $ DATE lo-J-r> JOB NO, £:-oo S--3 :::,::. f,J>z.f # t -J.3/r J -· " 4/1 '1-.'/" + 3' J f S-=-/7.. bi ,t 4J'?.-C/' -1':ttr· -/+3y# / I t, '3 x? X I~ S, B, BARNES & ASSOCIATES :zsG SltViRLY SOULEVA.RD CONSULTING STRUCTURAL ENGINEERS LOI! ANQE!,.Ell, CALIFORNIA 90057 • 382•23115 / M-z.. SHEET NO, i ' .. :·., SlJBJ't::CT ~oor Fl<11 MI tJ Cl, WfH-L C-oLUMN pot.Jt-JPt:> 710N s>e/SMIC. M(SC r£Ll.-ANt.zOL.JS S. B, BARNES & ASSOCIATES 2236 IJEVERLY IJOULEVARD fv//CR._o /3!C S C.IJR.L SBAD . ':.' ·. ZNOEX SHC;r6T NLJMBt::;.R., R-1 ,o R.-{O vJ-1 ·,o W-3 ~-I ro c-.7 p-1 TO F -4- s -, ·ro s-'1 M-/ ro /VI -z. L9~ ANQE:Lli:3, CALIFORNIA 90057 • M(Clc.o (51 c S DESIGNED BY __ ,,..,_¥/_ CHECKED BY, ____ DATE ______ JOB NO, _ _;J>::_()~0-'£"-~·_-_3_ SHEET NO, R_ -/O ~/4\.,.:: /. 4-( "7-C K (so + s-) +1-7 cs~) = f 'Z.,f -+. ·1s ';::'. -z.....oc. 4~11-11 ;t;-::. (_!; II QC = s: tF-'' tza...u 'f Me NT w7. ~ t, ~oo # I ¥ I I 3z: cot-Jc.. ft'J-P s11-e = J 2... !, X (0 ,t,,J ::: CS-co :e + 3,->-X. /ro .sz.. /4' -:: , I /1..,S-x. ( 0 / 'l,... IK,/ .:fJ.(. lfT + 14-= -1Al µ., -I. '1-( ..£.£ x.. / ~o -t 16) ::. I I Cf + I 1 'f ""'- 4., I .,l ::::-/3., / 1- M = o. 'I.. 'f J X ~ :1. f) .... ,(,\. J I o. '1-f I ><_121:_ :::: /. C. C k. 1,..- Mtr-J, h.t = 0. JS" t.J s ~ # .s-@. Io ,1 .7~ /a' -z_f! h' 8.!' ~ fJ,J s LI$~ .#s;-@. /0~ =-/6 J,S- S. B, BARNES & ASSOCIATES 2236 BEVERLY iiOULli:VARD CONSULTING STRUCTURAL ENGINEERS ~05 ANgELES, (:~Lll'ORNIA ~0057 382•23115 NI C/(..o !St es C....t-)/ L. S !3,~ P DESIGNED BY [,J.'1 CHECKED BY ____ DATE _ _._.!o._-__ ...,,,f~o:::..· --JOB NO. JooS--3 liHEETNO, M -/ WT ~f e0,.u1pkeN7 13:&...tJtffrlt;/JT St-Z..t:: bJ =--I sr-q() IS-X J -/I 3 %1 --1. =-is-' AJ ::; I # -/ s,s-1-0 I I t /, '/5°" X i X I? (j:llt!iH) 7 J 8 l /l 11s%~x .1...:. -4'S-z.. % ?.. lr1 ::. ~. 4-s-·c... X j/§_ ,::::.. 11-7 cf J rs-' S' :::::. l'-·7 x.~ ::;:;, t., vJ 'J X IJ I CoL. f+1 .. ::: !4 ,1, C/-J f /.)-vi '1/ {)t 4 11 7 .f7P f'Pt:: e,,oL , :::: 3t,I<_ .J Ir/ SN/ c... V :::. "· 3 ti\/ -0. 3 X / ?.S-<f,o# =-4(;)6 z.. _# /-Jo JU Z.. fbll.Ct; = ~,,6 7..-X /,v_r-::=---z..-S-g i 4 "l..- V lfift.. T. ., ::: 7--'5""]J X ,.,,, ,f ,f,f3 :#-T .;. 1r .]~ X 3 x;f[ 'PthG. ,, :. -vr-':!r X JiE. :. s-nr':JI, ,; fl fJ/Z .. ,,,. s10. p,rix: e.r,Jfl!Ct-r/ bf I 7ft. ( H:: 1.t.) /<: lr 3'£ J( 3 X IC. ::. I I '1 'I z. -k ,, ,/ H.s. /Jot. f' = / 3. 7,.-J,-X 1-::: ?-( S° I< S, B, SARNES & ASSOCIATES Z:-U DAV&t~~y IIOULl,\VA,JlD CONSULTING STRUCTURAL ENGINEERS LOii AN{U:u;a, CA!-,!rOl'ttUA !100!'17 • aaz.zan .~ S:::../S:Z.. eoL. /vi( C l<.O (3/C $ DESIGNED BY wH I CHECKED av ____ DATE ______ fo_-_,;-o ___ JOB NO. /<Jo:>·-3 GHEl::TNO. /0-Z. -4/? .7.-'f--t :n f s-=-/2 "J # 4J"t..4' -1111---l-t-3J # I ' ,, g x :I X IC:, ,~ S, B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS ZZ31> PliVll:RLV BOULEVARD • LOS ANGELES, ~ALll'ORNIA 90067 • 382•23SIS - - • BECKMAN INSTRUMENTS CARLSBAD MICROBICS BUILDING 1980 ADDITION Davidson Associates Architects zo-854 S. B. BARNES & ASSOCIATES • CONSULTING STRUCTURAL ENGINEERS 2236 01:Vl!RLY llOULliVARO N/Cf<.0{3!CS CIJR.L S !3 AD DESIGNED BY j.vl-CHECKED BY ____ DATE ___ -_,_._0:...-..--JOB NO,_---"-J_o_o __ saa---__,_:J_ SHEET NO,_~~ {!l)L CU LAT(O Iv IN {)E. X SUBJECT SHE:E.T NLJMBt-:.R. ~OOf fl<.11M(N0 --R-/ ,o R-/0 WIH-L vV-1 TO w-3 COLUMN c.,-/ TO c-7 . fOUNPl-1 710N f-( TO F-4- s>e/SMIC.. s -I -ro s-'7 - -- S. a. BARNES & ASSOCIATES • 2236 BEVERLY BOULEVARD • LOl:j AN~El,.ES, CALIFORNIA 90057 • - MIC/<!..OB/CS CA~ Ls B/JD DESIGNED BY /IVtf CHECKED av ____ DATE ______ Joe No._-"-J_o_o.:....~---=3 __ &HEET No.---'R_,__-......,/_ l.OADIN6J /!.. tU/f IN 0 I f'-Y WP SHT(!, z.x 4x. SUB~ flJl<Llfl./ fllR UN Z.4 fSf I. 5' /.0 (.' /. t, 4-,D ok.11> h.rJ J-75' t:-t;·,Jt~ /2J;-u_.t:;c1.i7:P~rhi-1 s. · .J 1 L. 1:3 fir/ f). L. L.L. T. L. .S/JB -pt.J,tLtN ,t..::: ,, 'Z--X I I, 5' '20.0 3 /. S' @ 2.1 0. C • ~.s ( s: 0 /Z,O C3 'j, /.S' ,~.s I ?..O z8.S' --tJ ~ '? I. 5 %' x z.1 = 6 S X J!.L_ ::.: SO 1-ft/ LJge z.x t; P-f. g S (.e Ir~ b) =: S" 01-X. I "t-= i 4 s a x. (. 1,,,r'" I fLJfO .... fN 4 X @ J "· C.. . .,L= 2-0' ' ~/.Sx,! = /vi=-1-s-~x (ul = /2.-600 1111 g s -::--7-r-r. 3. 31- !l (1c,~Q~) = f'l...ooo x 1-z.. ::::. ja.c. <IO?.-,'f- 6/( / .S: b o ;<. t, ,.,_ :r f /.S: >< 2.~2.0 tv-.:: -1''-i-.-,7-r_x._. -/.-,.___-r-- S, B, BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES, CALIFORNIA 90057 • 382•23135 /1/o. ~ P-F· /JC, I - - - /'1(<!/?.o SICS DESIGNED BY 16±1 CHECKED BY ____ DATE ______ JOB NO, J () 0 f;;"' -3 &HEET NO, /<,-2, STL. B/v/. ~=~e/ I .,l.. == 4-6 /t-.] = ¼ I .X Z--S: S' % I = s-IO 3/, p @ ~11 o ~ r ft:J t.J = z. k =-. "2--'l.-i· S"" S (tu.a,.;) =- ~x 6,,, -t -,. ~o = Z,. .r; .S' lk, "l--.s i-s-.x. .J.!::.. v'r' = I 30 < 14-o /{:. tJ.s/ x ..f!. + z.1< ::: "t,.. ~ /t.3 k. C-Afr-lC·lij Of 4 -% "f )1.(3, (PousL~ SHf:i'fetr.) = ¢,x._ rf,/'f :::. 3S.4-I< . I ::. 4,-o x 7,- = '2.. k ' M ~ (rz..+ + 7--) 4,,o ;:. ~ 4-4-,1< 4-- s ( /C. f:0. 1P) ::: ] if <f X ~ :::: '7 7... R.. : ri...: + "Z.. :::.. I 7· '2-I<. Cl->f lfJ "-liy 'f "f-74-~ f M, B. ( Pc,,J Blt; SHla"Ml) ;:. f ;<_ j. If :::, ,, C-"~,_~ C-t r 1/ 0/::: f/ 1 .J.. A+ '-' ,., '"' f -I/ r n. ,., . /1 = J X. f. IS-k.X. __f:2- 10.S'' -'33,?,; X t. o = I I k -10.s S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES, CALIFORNIA 510057' • 382•2386 - - - MIC/( 6 {:SIC S -C !)!?_ LS 8A D DESIGNED BY WL/ CHECKED BY ____ DATE _______ JOB NO •. __ J:<....-i_t..:;j_-_-..:;3;;..__ SHEET NO, {< -5 (:~7/MIJ Tt;.P L.. L.. . @_ S U-13 -pU!?. Lt N ,,t-=-J' O.L. f I f', p.,_ ::: ~ = 7-- ( f'fttJCi) ::::,. -~ - 4 S-o :/I /e,c,?, 3 ~ o:t.;.' R 1 )'( ~.s-I;,( -Z-0~1 ,:::; I 1.00011 X 10 :;:, :JI ('900 4-J =-3' 6 ¾,• x I Co f, v = (,1-'$ T.S 1 /.~t I Z.1 = /7-' i + 14 JI ;::. ~ ::. i.-z ro X t 2-,::::. /_{'°o o . A...-::. Ei-71--1.:.s:_ ::. ,!>- .L-s' ?-? :,o 'l-'l-.0 P.p. No./ °JX l<J / oS3 "t.. g,cp,-S= 1s:-.t r !J:'1--3./3 -z.-'f,o /S3 zs-o 3 f.-o /O.S-3:~,_ 4-~o ' I ,_,.,s J,5 r.03/, 4!.0 Goo/, f1;;: ·(]_!2--f->771 X J,t,S 1 ::. 'L. 7--if'o ~"" lS"r-d x. U,-=- f/ "3 ( 1... f;'" ,Jo Ir-" a 3o3 17. ::: J!o3 X r. 1-.::. {7..'7 ,r. rr 8o'!i 77,;8 i.7s S::.. 'vf,:?J /!--::;, ! 3,J'l S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANQELES, CALIFORNIA 90057 • 382•23815 I 3:1S . l..-4 0 l..-G 7 2 0 s-77 577 - - $/IC!< /'-1/<)A) C,fJ/:: LS /-Sl1 O DESIGNED BY ____ CHECKED BY ____ DATE _______ JOB NP,~"""''"""~ t_'.J(J--_(;'_~-"3 ___ &HEET NO, !?. -1: I .SU~ -f t.ltr.. LIN ; ,e,':,... i f(f'ftJ).:::.. /00,11 ,1,,.) :=:. 3 o 1(,, X -z..,' = t, o ii/ H :. (4> i o -t-I 3 o) X ~ , =-I ,I 6 o '!.,.. s=-//6ox11.. / S-b o /t,., =-_j[o X /. ':. 7r t). 3X /6 # {t>60 (. r 1 I z. r 60,11, tio- '11,o ·1,,4,o ?.-S'b 7 _,. t} 70 7 r 0 ··-----------, S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES, C~LIFORNIA 90057 • 382°2385 - - - /\--1/c R:o /.:., ic s DESIGNED BY tvJ.rj CHECKED BY. ____ CATE ______ JOB NO, f lJ f?...1.-., ,.J .s s r.J t't'O I<. T ,l-.:: Z..¢ ' f, =-/37,7 f-v ~ J-77 f,,.J .:.. J x. ~o = '1-c/'o 3/, M = ( 3 b 4 I + 5 I(, I) X -z.,, + 6-,!::" J 4' -t ~££ J( 8 I 7--"t-, 3&4-/ t =- t ><. 14- S'::. te,7, o{, I f-J =-71--. v.(" s =- /)"r';::. :It f() r 3 Jo3.Jf /1176 X (7.... I / ~60 3 2 3 o X /,J..-· 'i ~- G:±4) j S-7.-7) X J I v I ~ /Pt-7r:, =-I tr/ ::: ~i 13" 6 X If J> i) 0 f -3' SHEET NO, /c -5' n7 2...'fOO s-77 t;(, f 3(,4,/ >77 tJ .,_ 'Z.l:po f, !,'l-7 "2-4 0 0 s-7-7 '64- 3 t4/ 7--4'e>o ~o3 ' 5"-..7 s73 o S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES, CALIFORNIA 90057 • 382•2385 • - - /5 t2 C (( /vi A A} CAl?LS/5AC> DESIGNED BY W:I"'/ CHECKED BY ____ DATE-------JOB NO. _,.;..f~·,.;..t,_,,_:.5;_-_-_3::;;...._ lilHEET NO, R-~ f'1 ::;: s = h,r = I :::: 10.&S° /IJ, 6!$ X 7-S"S S-::: :z... /"~ to4X IL .:::. I !>• o '3d 65" 2S /.~ -o/S-:::: S. B. BARNES & ASSOCIATES I 3C,04' ( tJS-. t 4).4 67,. oveM111ic.rs of< .., /V 4£.sJ ..S'=/07...,4'1I A= -1-t.18 CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES, CALIFORNIA 90057 • 382-2385 - - fl1 ( C /.' o 8 I C .s.· ClJ/2.LSBAD DESIGNED BY ___ CHECKED BY ____ DATE-------JOB NO. _ __,f'--,,_d-'5'-·-~-_3_ SHEET NO._,..a..R .... -...,.7_ I _,f..:::-_,7."1,,, 11::: .· s =- .,.w, ==-I. 'J.3 , (lo+ z...-~) :::: 7.-S'"a i Mi. (pipe) =-/oo ;{ = 7,1 1-J ~-iQj f;:. 7,.. "35.6 # ' ~ K I O. 6 3 X. jJ,S) + 'l-,7 I I I\ /. > 3 f 'Z-. $ -+ 'l-'/..-. ' :=. "L--<f,-7 ti< = 14: t" W to)< /2- W Ii. X If' M4 /JC -,,. I !;"o i-1 !,o "7' 4 i.-33' S' ~ lo'/ S =-(f.8 z_,3l:t/ '\.-3:;,C !.H. 1 J. S.n' J, ,;_331 { "50 r, 37~ 'i.-nt 1.7 I I S, B, BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LO$ ANGELES, CALIFORNIA 90057 • 382•2385 • e· '',• ·:·· Cf)/?. LS' Bl-JP DESIGNED BY ___ CHECKED BY ____ DATE _______ JOB NO. __ J_o_c, _S'_-_3 __ &HEET NO._..,,/?_..;:_-...:/'-- S7L /3M @_ I I~ . CH/Ll-ls/'( j ::::. /Z::::; 4J :::. 7.3 1 X ( /o + '2,..o) 6,1.17x .JJJ.L· ~ 7.c . I 7 X ...!};;._ :::: 3.~ -v'f tJ,1-I{ x·JJ__ :::::: ,. 7 'S I<. ..,_ vJ = l :!> ( ( tJ + /(,,) ::: / / 0 r, p (ftff:) ::: /Ot!>-fJ# o. 'J x. ('?;t t' t.o )(. 3; 7,--(, 4--(-7, S'"° --. v 8, r -,,.f,J ;<. ·,;:;;, ::; /4.S- W (D x.. ,-z.... S, B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERI.Y BOULEVARD • LOS ANGELES, CALIFORNIA 90057 • 382•2385 S:. 1~.7 • • /3EC I< /v/At,/ /11I Cf.:C> /31C S <!/.1R.L SSA P DESIGNED BY IM---1 CHECKED BY DATE ______ JOB NO,_....,cfw.0'-"0'--'f;"::..--__::;;.~--SHEET NO, LO~{)(r/q po c. k. CAt./OfY P. L. :::. /0 fa' ,::, L.L. -· 2... 0 StL. fll/e.LIW A,J ;,_ I lo . )< 7.s--lie. .. ?> Ii /411.-1,..:: "2A> .X 7.~ =-/S'O A,J (rnrc.)::;: /oo t Jz_ ;_ -::. 7 S ( z o ... -/'·) -1-/ '!:'" X µ-<> + 9 Do X .:E:.... 7.-/-U) '2..-1--0 c. tso t-,~,,o + /Co =-z.7..70# /S:-ox~. + f'•oxL( ,._ 1-,0 ==-14'70 + t!::"'6 + (tf,o '= 3t/6ef.l I f f-1 = _'1.-7-/0 )( !J:.!!._ = If £1°b I# '1.-· · -H (cANT,) =-'2--r~-x. (~ ._ =. f·ft> o //.C(; ~ /'Z-- . '1-f ~T'-.· /31'1 @ /....IN~ @ ,e-:;.. s7' " -1,-J,:. {Jo+ s-+ -z..o) -z-o' :::c 700 /2 · t<'o -- r~_,s··~ ,t/0 ·"' -W/6 x (2- ~o {o I<. -CJ h::. o, 7 ,;,(._.tz): :;::. '2-3f.'3 W 1-<f-,< 6 J' S=!S-3 ! S: ~ i,f+,3x.f.3:. __ ;:::. /4'2,~ <./S:3 O/( ~f /( :: Ol X. sz :::: 2,-o k. S7L. TS/vJ @, UN6. @ ..... 11 :::. ~.CS-( X fl_ ::: i,tt_ 4- f S =-2--l.6. f >( _f!::_. :: / 3 '3. rz.... 1,..4- S. B. BARNES & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGj:;~ES1 CALIFORNIA 90057 • 302,2305 • - • ('1(C/co(5!(' S DESIGNED av __ w __ CHECKED BY, ____ DATE-------JOB NO. _ _.::..,J_o,;;_o ..;;;,.t_· .. _-_3 __ SHEET NO. Is -/6 ., " ....-ir::::. IL ;t:::. ts· 11 ,J -·:..A·'' it\.--S.--r - ..-(A} -,.M. - = {l,/,µ, = 1. q. ( E x: t s:o /"'l..,, + ~) +1-7 ( .$-11) I 1,.. I + -~ '> ~~ -z.-<> C o.?-00 X (! 3. f 2:: 1.C % ::. fT s hs = tJ, 3 s- LJ .1 G.-#,s-@. Io 11 S. B, BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • . LOS ANGELES, CALIFORNIA 90057 382·2385 • - • /3 t£ C I< /v1 /-J /\J CA/2 l S BA·D DElilGNED av ___ CHECKED BY ____ DATE------JOB NO. £00 !:,--3 GHEET NO. w-I {tL-7-tJp W/:Jl-L I f f~ = Zl Cf S Wf =-/xrx:o.z. )( /.r-x /Nf = I VGr-.y. ,,1.. = -z...( (t-tve1u1c.i£) rp ::. ().3 x(,: .x.fk°~) = ,,_~ fsrt= <'.I-<!itiVtii/ctJS t,JrtJ o :::.. I$- .... M =-. o. o '2-(. X .£~!..)_ = (. ~ :3 I' ' fi!.oof W :: Io %r >< 3:!_ == /oo :If.( . • i.,, /' . > ec.c... .Jl... :::. I/ II 3 + ..1... ,, =-c,s; "l- M ( uc<:.) ::. (), JO '% X ~·'x..L = 7 '7,. f--1,..._ (ecc.) ==' /, 4 ><. o. ·o 2, 7 0, 01... I I rz._ z.. = (J, () 4- 707t:JL /'1,.,._ :: '2.--t . (J,t>Cf .::. 'Y, z,o.q.., /).S ::: (}, 1..4' (t,,,nJ,) IJ .f MrtJ I U fv1 : As( f./oR.ttz..) .:: () .oo "l._r x .-t ,<. ;t :::a tJ.oo z_ r >< /Z.. .,)( 7 ::: (). "Z--( /4, ( ~fikT, > :z. (), oo IS:-X .,f,.. )(. X: = 1J.001i'"·.x l'l.--X 7 == "· I 3 A=-;t( c.-r-z.;c) =-7"(t"L.--f-"l-x7) = /Jz.a " tiSG" ::lf4 @. /8 11 (H"R.tz...) :ltf @. 10" (vrne.7. J ~ #s@, '? q-'' (f/cK./l-,, 1f s e,, is'' ( v&rz.r,) 1c ~ 0, ,._.,_,.-jd [ I -(f,_,)'] ~ 0. ,,_.,,I"'>< 3 °•°Ct '-(~~~'J-f J ;;: ('7 S ( I -o.~ z.. t-) :::: 3 / 0 f ! ~ ol( S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES, CALlfORf"IA 90057 382·2385 • - le I l C/Jf< LS BAD DESIGNED BY ___ CHECKED BY ____ DATE ______ JOB NO, __ (/,.__O_(J __ .5.,_· , __ =3'-_ GHEET NO, W-2. fr~ LL fA--IJG:C.... @ s. W/4L L.. /1e·7w1$e:;-;J @ "'--<fj) ) @ r/-(if) J...:=.. 2-<J I Motvz.. \ \ ;c:::. ~ Al..,_ --~'7 II ::;> 7¥ =-l (, t-r =--x. t r.s:F 11 :: {),I) i...( X (zot . -/. ~ '7, . /, f x /.3 r! ) (\-fl< ::;: =-/. fl 2- ,4J = tJ. 2-.·1-( /1-111./) f>.J MIN. : /J.r (l-1°/UZ...-,) = O. Po'I-S""X /-z_. X 7 -6.1..-f /JS ( 'flrtt.7,) ::. (J,(N)fS.-X.. (l-J( 7 ::. O. /3 USrz *f@. to" (Horc.r?.-.) \ ---~ .,,,t-J C w/J1-L.,) : (if-xn-") I~ r = """1 (,c_"t·) =-lo' (I<> + IC, #j,,) :, M ==-· I, t t x (2,.0 /'" -BS tk - 4-:, 7'' 8 it;. '' , I .d.=-/4- R) II<. ---·-... 11 1 X "2.-o CONSULTING STRUCTURAL ENGINEERS S. B. SARNES & ASSOCIATES 2236 BEVERLY BOULEVARD LOS ANGEL.ES, CALIFORNIA 90057 • 382•2385 #4-@ I Z- 11 (Vff:tc.7~) • ,e- ] •• DESIGNED BY [All--\ CHECKED BY~---DATE ______ JOB NO. <L <.' P S--S SHEET NO, /,V-3 i' 1 1 e. 13. W17LL ~ c.1t/LL1::.-;.:z f?...ooM ,1,... =-I 3.s-' ---tJ .:::: .t'" 3 ji;' X I) , S = fv?(<:Y:t.st-·11c.) ::: (C x {t:s . .r/" :=- J' /l. ()(if Lb/.rl/ ;::. 171-#J ,r' ?JI ff/ X-:;: 7. ,, ~cc. .L :::: 4 I/ 1/ 1# h (tee) ·-3jlx. _±. _, /36 1'L)' 7t>Tl'/L-M ==-.Jt r-+ I 3 o -fi S' /// ,tt..y :/f-_s-@ Z f I/ As ::: (),/S'S --t == /"Z-,, ll = ~ J If 1-:::. /t.r == tJ. I !:, S'" = (>. ()O :I <'f·· .+~ ti-X.~ • .B 1----f ---o. I 3 3 ~ ::= rJ. 37,c. <u,o"o f-:o" /:::. Lt>/.) l> -"? r I ½ HJ 1+7 t I WRLL l.vf· --J-3 ;,,(. t .:t. r = ....... fc...,:::.. Z1 i. ::;:;. f Z-ff,.:, )'l.--x.:>-.7.- ril-==-0· Z-f~~ c, -c:fo t: y J =-· +$ _ _!.=:- I,;;..,(,.. (SOS bk.. S. IS. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY &OULEV,\RD • l,.~S "NGELES, ~ALIFORNIA 90057 • 382-2385 • -· • /v!/C/U'l Bir. c; DEOIGNliCD BY ___ CHECKED av ____ DATE------JOB NO,--cP~~ 0_.s_-_-_3 __ SHEET NO, __ C-_-__./'---1 ,yr,. f' l./JSr~R.. !<6Gf (t>G) -....o' ;< I Is-%• o/K :::: 3:o X .:,. (loop (Lt...) ::: '),,'Q )( '! 0 X /7..-%' + z.K -r .,_ k. CCI-. (!'-) =-O. 'l..S° ft x_ 3:::.±1 :;:. 3 K "2..- t-l ( wf,)1...1... s11uN1c) ::. 2..t ¾, x_ ~o' +r) == ,z.,,,f (, 7, L.J -;:_ o-7s-(t,+o -r 1.71--,. 1.171::) ~ /.DS-'O + /,7-}S'--+ /.fo'> e }1,4/\., == /. f 6 ;> ,J(_ t;, z_J t >( (1,,·1,)-,,.. "l 4-. 3 IK :: EC<:... ~ :::, 7 ,, J- 1/ lk N~ &--c.c.,) = .J_ )( 0 '+ 1.1.-) :: 10.t /Z, Jf,,7 /~ '' X If 11 c, () L • f / : .3 !< s,.,, I>< -z,1..-X/7- o.~xlf l IS'>< (14-)._ l "l- ( + X ~-71) X (f) ?-~ '1- s-7 ooo ~ .:::: .3. IL X' 11:/• r~.J.., /.~( ?+3) =-It. J ti. g + ,~ C. fl<. f1 "'" -1-o kt' AJ = '3.1 l-X I 6 (. .J<'. 3 f ~ 0 + 7.-i )( /0' ,'( 6 'r ~ :::.. S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES, CA1,!F9~NIA 90057 • 382-2385 -DL.GIGNEDBY -- - Cr)/::., L .J 13AD CHECKED BY DATE JOB NO, ,__ -a. Tv Iii 1. =-1iJ -z_. l,7-{ X.. Io' '37 -z_ == (~ 1_1-vy-&x t.'t.-Xtt.)i,. X. /Dec, c.. "'-/. 0 1~ Io ,-~ -· - . ' M~ &~, /)i .,,ft.. -,A_ f'-D I{. r ('c. i::., $; /\1,tf,I., == ::. 7-1: 3 IS" X ff -=-, -z.... /\·1 e. . r,(,L. 1,.... ( -._ct-, 3 0-7 )( Y7'1- /. lo X'. 3 4-. 7 ::::: = O .. I Z. ft. x "$ f. S '2--f.3xlf =-'3 I. s-- :::: /. 3.:;; ~ ~ 0.f Z-..:!:..... :::: / 3 / • u ./,.,, /Ji / r-x. 14---· JtJt>S--3 &HEETNO, C-'2... L:l J' e: + --# J' vr:1zy: w/ #3 7res @ ii.' o.c. tit . , ( -# 7 v'El<(- vv/ 113 i/6.S e ,..,,"o,c.. S. B, BARNES & ASSOCIAYES 2236 BEVERLY 60ULEVARD • · CONSI./LTING STRUCTURAL ENGINEERS LOS ANgELES, CALIFOllNIA 90057 • 382-2385 I -:1 •: ,: ,, ,· ., ii 'I ·, -· - (3~CK /11 A,.) /11/C/(o/3(CS - 1--------------------------------------- DEIIIGNED BY ___ CHECKED BY ____ DATE ______ JOB NO, J 00 S-3 &HEETNO, C: -3 C,o/',lc__, . f IL A .S 7GR, S @, ttJ' X g I ~f>=NfN0J • 1/f lJ-L l. f/JN ~L. (pt...) == ( 7 , \ I f T-C,X tS:-0/(7...o -I) X 16 = ~or-(P'---) RO~f (1.-t..) cwL. (P'-) :::. "JA)1;,(':fo 1 x, rs-¾,, -=- = If a~c... 12., :. 7 1 7~., ( 1 +j--z.-) + ..,_C,t x ~-~11 :: 7:fl-y /S 11 ;< /4' 11 CoL.. :::. 'J(,S° t //,f' ~ f-cf. J II< ~ IL- ::,. /X. '2..-o.x ti.. !)7 ~ 0.3 .x. f't' ::. I> x(J+)~ =-'34'3o I?:.._ Ls~==-(+xo'7j) x {:;j~ =· t,4 Ee-e (;7 ooo J 500,.: :. '.!:. 1<-X u/• rs;_ E5 c '2-/ x.,o~ ftt ::: /,4 ( i-t., -r 'J_-f 3}.__ /.4'(1.-t.t. 1 1 ·f'3) + ,.7 c7-.,__) t::<!. Zq 5.V -+ l:.1 I 1 .e.. I+ (E,t_ --3./1.-x. /ti X 3 4<H S"' "l,/4-'o )<ro(, -+(,IS-C.'X'(o' (. 7J' S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES, CALIFORNIA 90057 • 382·238_5 W11f/ =-tl,4 I MtcR .. oe,cs C 1--)K._L SEA r:> -DESIGNED av ___ CHECKED BY. ____ DATE-------JOB NO. _ __,P..a<....:::.,o.;...0 .;;..s--_-..:;3;;.._ liHEET NO. c-4- 'I, ... 'l--'l--'fS° .J<.. {()t ,~ Tv l:Z = . rv > c! S" -{:fi_~-y· ::; (1.x.. '2,-0)( 17-) ~.>{./boo .( e..,...... /. 0 :: r,...___ = /. '1,.-f ,_ ~i. .... -,_ 1 f'c.. o.7x ~IS' • fi1 c., ::. £ M,... = /, 1.,-q, >< s-~1 C, 8 II< .. :::;. fA -:::. .S-2."Z,,.. = /)w -Z,, > ~J 15:"-,,( ,4 ...e... /Z-Hr.:_ f'Z--X t ! /./~ -:;:,. = ::. .,f..__ f A ../,_, S-1-."l--)(.. 14' /7-tJ!<.. f-v... :::--0,2--S + .L /, 12.. -"I'..._ =-/:::. t>.c~ I (f((.O~ R~-4-o. 60) A'J -· A~ -6,0"2-{ X IS-><../4' ,:::. 1'.41 Li SE ~--#g W #3 Ttes@-/Z~.c. 1 If - S, B, BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS Atf~EL~S, CALIFORNIA 90057 • 382•2385 - - - DESIGNED BY ___ CHECKED BY ____ DA.TE ______ JOB NO. ______ liHEET NO, (-$:" C.tJA/C ... I I = -z..-o .;< .=Jo i<,_ I I y .:::. '2-·0 X 3 t> K I '2.. + -z... ,..._ ::= 0 Z, r· I(/ '"J. .tf I • .l /1 )I-. -;;:: ~ ik :::: ri.~ I< = I< 3 I = "2...f>1 >< fl 1s-df1, ... >( /c, ::::. <f.6 I< C.1-) "'() f y (p '-) c11 JJory (Lt..) ;. '2-4, X s-7' x. ~%• -/1.f k 7~ (.,,J(WAc...c_ S~tJ"11c.) = z.&'/4•.(/o'+t) ::;:. -z...ttf, C..ANofy Se.ts.Ml(.,;: i-<>'>< sJ'x tS¼,,x..o./J'?:::.. ' ·LJ : /; D S {:) -f /, 1,,7 S'"" l,_ + /.4 IE. • ,~ f,,,,_-=/.os(7 +3 + J.t)-+ ;;i--7s(rz-+ !IA)· ::= 1,-/.C+ 'vt.> =-4)·1k MA-::. /. 4' >( (P. 2-,JC )( h.J"l--)""" + J. 3 ~ .J... I X II] = -z,1-. "l.. /}(_ ;-7A', 8 =-4 S-L --z,1..' ::: 7 ,, If I -1 7 11 ( I, 6 -+ t/.4) .L x JL ,z,; 2 ,~, 7o7irJL M,,...__ = f' s--r O• 1--==--1-r. 4- 1/l ! /S->< I+ C<> L . fc. r :::: 3 f;. ::=. 't'O J{L_ ~ Ii- /x'2-7-X/;., ::: (.3 o. s x f 4 :z.d "" _J_J_:::_{!:_1r ::, '5 p 3 o /2... 1,1 e. =-(4' "· 0.71) ft)~ = C.4 f~ ~ /, ,f-, C 7 + ? f J. C) -,_/, If a. f S-= = IJf(o/+3+.P.~)-1-'}{J-7-fll.4-) -z.e.it+ rs:o-z... GZ..: 3./2..J-..(Ol ;<__ 'S't':$0 + '-·j X toe. x t1' ' s:-= i-7 s~ x '" I -f tJ.4-S- S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES, C,'\!,.IFORNIA 90057 • 382-2385 - -- - Mf cg o /:!,( 0, S DESIGNED BY CHECKED BY DATE JOB NO. J-oc $.. -3 SHEET NO. ;i.. tC l, 1-7s-~ >( /Ot re_ rv et -= "'S 70 l1L,(._y-Ox '2-'l..x_f1-) ~ >< f "oo == i = I. o /. '2-' :;; I -¢7. 7 0.7)(.3/o . Ac ,_ £ h I. 7-.-/ X 4-s,-. 4-$"" s-.. --A,, f ,i._ == 'f-7, 2 /)) ( .r ;,( (4' -CJ. "Z-3 .,e ::: /-i... 1-1<!.. -:;:-==-PM 1-.. /7-X $' S +7. 7x-,f =-o.? J f-DR -EM.-_ ::. (J. -z.,.3 ') S. B. BARNES & ASSOCIATES t. -ii? V~fl..T 1#37/GS @ CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES, CAL!FORNIA 90057 • 382-2385 C-(,, ,, /2. o.c. - - - RC::. C-1< Mhl\/ MICROBIC $ ·-I' 1:iR I _c; {':!AD DEtllGNED DY ___ CHECKED BY ____ DATE ______ JOB NO._-'f"'--"-rJ-'0...:;S°'---..::'3'---'1HEET No,_C...aa.-----,.7_ STL C..OL. f :;. '"L. f oo == ,~f. J I< (!_,/:) fll Cf TY Of STt.., CoL. @, J . I "h. -=-I 5 'ttl , I I ~o X 4'0 ::: 24-oo 1:1 X i-7%1 -+ 2-'<x 4 -t g ::: 7 Z.., gK W J X 3 I (@ 1-f = ~1.-' ) = 7 r I( :::: 'l If<._ wPx 3S- Po Ck, . 3,s--:=. -u>. 7 (< . I µ J-1 x 1-,t ( 0 1-1 -=-tr) =- I $Tl-c,,ol.. ~ VJ NrJry @ Nt>/C."(f/ /:>LOG; . -(_ ::. ,~, S, B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 223& iJEVl1:RLY BOULEVARD • LOS ANl;,;E!,.ES, C!,!-IFQllNIA 90057 • 382•2385 - - 7Yl7, IAl'T Cc.)L rr-l.7 · )_ .. C~lJ :_:~ 4-ox l,{J )({!5-l) 1/ ::: t,. t: /6~Jf.flt C"FIT W.1> t.-K el--f' f It-I(?, =-700 rl/ x ""; -/-tu<> #j, ,< 1o' =- JJrz--a..-·;, 7.>l.~~:;; ·zt. 1tf t:J' 5' •. / a' ~l)l)D-Za) ~ .. JI ;::;. 7 1-x ;s,,1 x;~150 =-;ztt-71 # i .S-oo_ use:. 5'1-3" SQ... X Jtf 1,,1/ 7-#t, G.. It./, If .1J )l -;;. ( 55jD?-+ .+~s-o) /,l,. 7 '3 I,£/ o1 7P'To-_:... ' :::. ~/." 111/) 7000 -2£0 l-DO[) ---------""" ~5/t;J# _cnp.rfJ-1.-/( .,_ f1 f!jj (q ::;:. {ot>*1x. t,' + /oo 1/t .>('-,.o -::. fz,,.S"O 1/ , ~ " L)~G. f -7 lQ, X. IZ... lri( ~-:11t e.w. x-y19 tJ;-)-LL-CdL-)vi/L f ir~r·/' l.1JJ0 .t7 {'4d u,'Q) ?;1,!~,fryt ;,,ci)" 5~/IJ?"' ~I V Jc,-;. t,.DK]2.X(/ 57' !z) :_!.!:!_~ .. :i~--7~ 'Jo?4 C/:JT Wll'-I<. q.. ft p1,.Jq ::: 4-i... ~o 4 ., LJSG: S~3 11 ta_.'>< If JJ-yz:-~_~zt:i.2.+ 4,"l-~0 )= ~7. 0 -JdDo ...Z.VlJ • 5:z.o rLJ ~1 7 .,.#, . ~ · w · If Use 5lo11 5°f1r ">< 14- w· t.-::11C:. £,vJ . . S. B. BARNES & ASSOCIATES • CONSULTING STRUCTURAL ENGINEERS 2UCi HViRL.Y lfOUL.iVAfU'.) • 1,.0$ ANGi;i,.!;$1 G,\1.lf'QRNI,\ 90()§7 • 382•23H - - DESIGNED av &J_.J 1Y/'tC17L.. MJrtLl-Cc:J I---l-u,JL bx..i,e,1A-i, J.f6J...~J.--c_ .1Z) P~1,,t.. ·· Lr te.~c. ti ·. k) ¥f I 1 /J//c.17 /e:Y''i }~~~(l.,tJV--· .:::; t ,1; 1/C,rv ;# /4/4 Yi::::-.f.:.~~,4(.),,. ::-'2-!J.J<.'31J(.!_"fr..:ii02} ;:: /f~:i:'~t "19; 1t)(J #"' -4' i.-ro,; ryf., Cs/Z./iJ..ER.. .. coL -.1v z: ,/,c. we,)/ t-fil~-?~Y~ litJo7 . Y2Jdf-:::. ! 6 )(f6k{;rs tzc? 5:.? ll.9-~--- .,.,_> d""' ,-. . ~7/ /' C11T~11'-" ~ f'f'"' ~ -:. 4 z.. .r-6 =P 1YP C~J:J? __ C:."c;L~ i/ ftr yt Ye ~Jct//-- /j-J j ft; ,t.e.)·~::11.r C~-: . ~ fr.-1. )/~ - // Jn 'i;J . ?,../ '2--·71;;,c ~ = ~z;;;.. / ' ,,., .,... f ~ 2°', f-;--y··· .,., u 3 3 y6o ;-::.. I Dkfdk(ro f?_(9 ;.: 3Do 0 J{jj7(j .a.!i't' /fJ7 t,.,.f' ~·.,1 ·-···-· ,r~,----~6~777# AYrC\--=-{zJ. 7dD + f i-S-D) =-i. )-Jr! 3'.tf4J4Dl} .5:.42/4 . I ~ I ~ " ~ r 5 -3 x. 5--1 K f<l, \ti 9 .. #t, [E;.. W, LJ ye 1-'-, ~ .SQ., ,e. ,-z... ,, w/ s·-:11 r;, 1;. '"' • I ti I II 1, LJ S E cf., -4-X b -/o X I~ w / '/ -# t, /5. w. S. B, BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 IU:VERLY BOULEVAIU) • LOS A~Ql;l.f:S, CALIFORNIA 90057 • 382-2385 - - - M/Ct,<0/3IC. S DESIGNED BY ___ CHECKED EIY ____ DATE ______ JOB NO,__..;Jl-,.__!J..:;..0..=$;;._-_--=3-tiilHEET NO, fNI> '-:'--·l ftL-l>S re-1<.. -4 /' I 6 7 # /31-1 ;;:. ~ X. :s (l X f ?,S-+t'Z--) ;::;:. I I;-,:! 0 0 Lo/JPtNG Cr)NDfj :: '2--<l' x .r e;'x 35"" .:: 2-0300 1.-- ./,Jlltd/:J =-_P_f-z_t>_..2_ 3co4-2,,,,o -"5-o. -v~ I a , ?r ,, S-t::. SQ.. X 1, tv/· 7-#t, e. w. S. B, BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 223~ BEVf;RLY lilOULiVARD • LOS AN!a~!-!ES1 CAf.!FORNIA 90057 • 3il2•2385 r -3 I - - -BG Cf< ft I) t-./ {' I)/( L S t:318 D i-----------------------------------------1 DESIGNED av ___ CHECKED av ____ DATE------.IOB NO. __ t_o_o_._s--_-__._3 __ liHEET NO.__,,,_,t::'_-_.-: .... :f._l I f = -z-o' X ...£2.. X ss;t, = "l-,:, I "2--0 2¢·0 /Jlle/J ie.e-o,., .: == $-'t)O 6 -?-,0 o t. . /3.. w/3 '-l,, ::;. !:' '?. /o' ,'( / 3.S-' ' 30%' 'fZ. 0 Of = ~3 X 'l.-0,7 k I 7-s/'o .=. 71 t 7, ;:: {.fa 11-~ 6 ft 3 1 -011 S'G{. X l"Z-If ~1 3-"t-· f:.v.J. ()R, g I/ I II II :=:=-"-o X -f -o X. f'Z,.. wl 4~ -# .fo-l ;;) e.w. ,, u~G r'--1-v1-11.-<- f76'. S, B, BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS - - - DESIGNED BY &/-,J CHECKED av ___ DATE __.<..<,...:;;_'9.....:::..0 ___ .ioB No. _____ GHEET No. S-I 21/o' -· whl2.5 =-_!~It!_/56X ,,/8;? -./7-97#/Q ' ~o' ,o' /z,., ... 12;.l?0.5'% ~ Nntuf'IG, \i\ ' I C . L~.-9 .)J ~ioB Sut3-. () 'I-r,mr11. · c;eii. 11,I I/ fl~IL.fNC, •,c/ _J .-8. 77~¾ -G! ~ II I/ S IJ 13-PMfH, JI. J/--:J /do.Jc~/·:: 2/Li-cfl. f 72-<J<Z..&';6'"-= 1;>701, 7 ltc~. y-::.. I ??bX~!:L--·:; I t.,.t.,/lc.a #" "? i"ktSYJ~~l'};76..;, :; 8 ~6 7)21.? tl-r1t 2.. -z.,...... S. B. BARNES & ASSOCIATES ' fo f ¢.o tvf ;);j·~ ... :i!l::1.:['~ • c;;7CJ I/ 2~t33 N. 4 S. W/IU...S CONSULTING STRUCTURAL ENGINEERS :.12H BEVERI.Y uou1.a;:VARO • !-OS ANGl,';!,~S, CALIFQRNIA ~0057 • 382·2305 - - /vi/ C f?.. t.> I c:. S DESIGNED BY ___ CHECKED BY ____ DATE _______ JOB NO._.::...J_D_o...;.!:;_-_·-_-;;;..:;: __ SHEET NO, S-Z. . ,, .:L f'-1/ i,.Jeio t, ~t,/ 7.-;,< SdB ft.JI?.. t...,J WITH /3. N. = J> ,,(_ ~ ~, z.. z.. t I N/:J I '-tlJ t:7 /3 /:;. N. =-J'd.. @. 3 ,, ~oat ~ ftelo gd_ @ ti --11... If .L P'-Y ~O(.I D b,J "2-.)( St.Jl:t fi.J~t--1rJ vv I ·r f-f ., } 'Z,., /3.N • .: I ctl. @.. 3 N/411..ttJG; I c' ,, G. N. -· J?,< .. @ f flez.,o Jd.. @ // ::; rz ... V @ SOL) Pl WlJll-.::; + (2.40 1 x·21-- 1-(1!~ !'x6Jr7.7'f¾' / P.,.()Of Se£ISl-'t/(- S. l"'R (..(.... I •I WAL.t..-'2. '1 0.7-/vi. ;::. f•R.. 1'0 I WIJl-t- ;::, flfittST, H :::. = 7,,. 7 +. "l., 7 t< _!::2._f. 7,. z K. = 7-Z-i t :ti; l'l-D' /I ::. ~-7 7 {. Yi X u' X 7,.., ::;. ~ I k 'l--fl Ji. "2<0')( 17,74-%• :::: rf.t{ I< I I (, X. '"l-o I X I 7. j €f =- 'Z-. "Z. J ! >< ('),,Qi: I k. ;::::. 4->)• G 2.- = z. 7 f~I-- K 3/.o. ' \n ,.\ ~- 1,() S. WA<-£... I.Jf '-1.f:1-; =-f z,i.."? -4s--;~ = /J-.Z.:K i C,-01,/t-/t;!.C.,r fPl,J/iil.. -ro c..,oL. ""f: WJ· (l,or- w7- '71,.,o' /JXJ.f or Ct,/...., ::: X ,/f x 7-4 (4 ?-- o,=-('1}Ntit.-:=. 1t/'J(, ;r,' >< f.;_x,I~ ,~ I A/1>1 :/ 10}{: p L. :::. 01= fTGJ. = 1)S~x. I x .,r- S, B. BARNES & ASSOCIATES I = =- :::. ,:::. 3. z.... '< I if. o K /. Cl 3.1' o/-f>OJ'/JC,l!NT flJN~ '" /lfiJ'1.S7 U[L'f T . k. . -z.{.t > 1t.2. ol< CONSULTING STRUCTURAL ENGINEERS 2236 BEVEfU.V DOULEVAR0 , I.OS ANGl:;L,l;S, CAL!FOFiNIA 9Q057 382•2385 I f1(C/<.0/3(C_r; DESIGNED ev ___ CHECKED ev ____ DATE------JOB NO._~J~o_tJ_!;_·_-_3_ SHEET NO. .s-3 fl€ f · fJII7iJt L.. :½-2.. /Js I!. 'Z.-,, :::... tJ. C J,,. --z_.o)<./.3.3 Mf ttc.A ry Of J.. 'I (-, Wlf'--P • 4i I /2-l...•N tq of -t" F· vJG""(...D @._ , f19 N B."L <>/ · C. tJL • ' ·1-Jf:L...I'.> . ff-s ~-1 X: If ) X ( (, ,, J( ~) == I 'l J. t K > f ~ 1/ K.. · ol, of<. • - S. B. BARNES & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS AtiGf:LIES, CALIFORNIA 90057 • 382•2385 - - C./)Jt LS /3A D DESIGNED BY_.._.t,\l'-'-)-,1-/-CHECKED BY ____ DATE _______ JOS NO, __ /_o_o_5_-_-_3_ SHEET NO, '/./. l'{ALl-' .f.lr(Sf'/(C ;u-,r-I}(.... N~'-'-C>C.... o. 7. M. :::::. I I 1.r-.J-X -u>, ..,_s-+ !. 6 Ix 12-- .... - {U:i.SfST. M ~ I$. I -+ I d 3, ;$ -4-' 7. z.. IK .:: z. -z.. t c x 1~ ----4-s:-7., II< > ~N 7· rz_ ~ ---,_,, ,,i'..._ _ _. S. B. EARNE;S & ASSOCIATES 2iH HYiRl.Y IIOY!.iYARP ! 0(( . • CONSULTING STRUCTURAL ENGINEERS bO§ ANP.!,;bg§, GAblf9BNIA li'9QH • ~ftg•~i!t, Zo N. W!tt..L s-4- - - 11 I C-/e,O B I c... -~ ChR..LSRAI> DESIGNED BY ___ CHECKED BY ____ DATE ______ JOB NO, /o l> S°' -3 SHEET NO, $ -$° .Tre-s IN Pl/r>fH, i-,11-)i... L = '$ L) B -()/ ~ f H • ,, I If =-7-4-I><. "2-<) I I Lt>t90ttl~ :::: -i.. <f-, f, -t -z... JI X J4 == v67. o f rv-= "'' 7·0 7, x -z.-o ;:; ~c I 'Y, < !>z_./ 1,.. X. 7-f-( 0/( C/lott.o ::: 2 C 7 N-S P/K-t:~710,J SLiB -Pl /fJfH. II II:.11 :::: LOI? O I JJ C1 :. ,v--- C/fM.P I t, (> :::c 4SS.> 'f, < 77c (t.cL_ =-6 ?jS-4 ! X 'vo, of< 14 f fLIJN4 ~ <l t ~f j,vGg If I/ er W Z../Xt J ..::: /."l-7 X 0#6 J~ . ..1-I/ I/ -,. b >(.. f'j,7t )( (),cf-':!, :=. 7. t/ fl II fa..= 6.7 7.r '< o.1t . -f<~N 7. oi pl-/Jfi"N DI# vi fl-tJ.S t>-X/Al-t> (<... 0.y flV.l'ft;;c-r10N .f"(t-C1t/Z.PeR.S /4,tc. e; "'TIE P /'J C/?.tJ~.J 'THG wwoL~ f3t..t><;,. S. B, BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 22~G BEVERLY BOULEVARD • LOS ANG!;;l,,ES, C~!,.IFORNIA 90057 382-2385 - - le /Zo B1c s C~I L J'., C> DESIGNED BY \)l., CHECKED BY DATE JOB NO, £-'oS--3 IIHEET NO. $-& TOILti"T /4/c &A NO. I i r z ( Nt>. 2 /-/AS f')l/t·I!}( ~ ,q Otc.t GNiA ft o ,J) /'lf G, f O I; ( Of i,,vt,,)l l. s /,)L.L t,rl:)t..L flH.fGL s I,) I? Ci: ~ I/ c otJc. Ttl-T-u( 1-I~LL 1.1-2. 'H.::: !/. 1.-S" I w::; '2.1-. C. -1;-= 0. 4--C. fZ =-/. t7 WIJ'-L 3 H=-11.2--s' V\/= I /'3, .1!_ = ~.s-a ',J R. :::. ,. 2. i 1+ =-11. i-s' I lrJIN--L 1 -1,-~ yJ = 1: 2. .1L = z.ts w n... .::. t:i. i 0 I H = It. 1,,s-' N c=/3 H = t). (! 1 w WllLL. 7 H = ll."i...S 1 _tL = /. 2 5' w R..=-0,44 I I ?!--/;'"/../7~1<.. ar t,4/d-fJ': I 1f o/,-i,S 1' ~.tz. 1' '/-·7,.~ ~ 1 i i X--::;:... I '3. J .3 + (J.11/ r -Is .46 'l-N 4- --1.. t., 3 I ') = = I ~.3 / 'l-t 0 Cf1f . ... 3 ""' CR. + -~, I ... -,. II x.:-;:. / J.S ' /ter,.-?rr I 6 I . of f<.i{!,/pfT( ::. +,s.n 'f /'l,03 I 7t -I I I , I X =_/,_t"""'J,-...:-'l._o_+'--tJ-1}-x.-+-r--...-_s_+...:..;/._,_>-J.~-x._l_~_. _s_$_+--'-_-t0-J-X I 7' 6 7 +. I,(, i X 7.-~. i 7.. . 3).sC ~.'/7 (! & 7 + 0 -J ) 'l-+ /, ,_ i . :::. I "3. S-3 I t>.77 X o' -+ 0,1--4'><, IJ,J! 1 :::. (() . 7 7 + 0 • 4-'f ) I 3. S-3 -/ 3, 't-6 = O, o 7 ) :.::. {). os >< ~') = I I "I.. 7· ~ =-I. 3 7 . S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEVERLY BOULEVARD • LOS ANGELES, CALIFORNIA 90057 • 382•23811 =-C. () g ' z /3~c./<. /vt A I\J M/C/(O Bl~ s -CA I? L. SSA D -DESIGNED BY INl1 CHECKED BY DATE JOB NO, J-oo>'-3 lilHEETNO, s-7 I TOIL.=T /:J~G A NtJ, I I 2.. ' z. 7.q.' X 06;~ x.tr0 X /),/ Rl . f/JN IC,/)/) ti $L12Jl3 .f IT/ S /"1 IC. :::. 2 4'.' >< =-,f. G • "' .._ 7· ,,, . X ,s-. -<-/o' = IO • fl ,, 1 J " o ( 6 ·o 2.. I) .s S LJM e ~!J.Ulf, wr se 1Jr-1tc. -30t>O# X',/{?7 : .5-{./.:1/ I . us« 11 '< VJ--x II I< ( I I ff.<. -/4~ 3 1/( = X 0.07±1.>7) ::::. I .S-. J!4 otr... I I k ' ' I v ~, /2. II< I ~ ?< ( t. 0 t -t.. t. 3. 7) ~ Ok., sl. a I l2) -x...1-1,.. ro<.. v-h_ INR~L R. )(. /2X-z, (µ.x.,'-+ (1. f, l:-C) V .J..x, £. IV"' I /.&f IJ.S3 /3J.oC, :Joi,?.? (P,o,302. o.+7 1,.,1) 3' • .3 i:; I< (). If ;5{ "2. ,. tr ~ /3.3S 171, oz. Jo 2-. ~5' C>.oz.99 d, 4' 3 i.. f7 ;?. ~" 6,/ ~ I 3 /. 1--7 a.3 0-"7 · o.f z. o.oooS' o. "I 'Z-. -Z--0 7-, ,_, (), (2. <. f o. 10 tf,,rJ '2--0.71 I J.. 38 t>. 0 0 ~-4-o." 7 /. !:,-3 I,' 7-o.3r !; f),? () f.l4 17.11-JS".1-3 tJ. 4) 0 41 (). 07 /.f'3 f. (,o o. ?,J ~ = &.ef-7 ( 4 (. '}S (Il) {,,1/-JLL-"-.... .... JZ.•1 (rr..> v~1 ,;L i 'J f._j 0 .. £ v-$:.(P..X .... .f-f2-j, f_/{_ ;: C 0.7 7 7. 7.-"!, _s-7..,1.-7 I ftJ,2-S o,oo 71-o.t/ 7,0 7. 'I" o.s-77, \.ti 7 o. 4'4' /"1.-,6 S /bO, 02,. 70.4-1 ().f>/)74: -O,b I f.~ f.bo b, 4f 2'..;::: /. 7.-I II oJ, t:, 7s7.o/ - S, B, BARNES & ASSOCIATES • CONSULTING STRUCTURAL ENGINEERS g;m; PiYERI.Y 110\H,iYARP • I.OS ANGIU,E~, CAI.IFQ!UilA 900!i7 • 382•2385 - - - . {3t;;Ct<MIJN M/C./<.o/3/c. s - DESIGNED av ___ CHECKED av ____ DATE ______ JOB No. ______ SIHEET No. S -J I CHILLGfi-J'el~Mlc_ N-s R_i,o'f Sl!!.(SMtc.. ·c.. B, WfU-l-11 .. , = Io%·. x, (). I k 7 = I. ~ 7 %, s-~ 4fa, x 0.,,7-~ l:;_s· -= (? y. I. ! 7 x ~ o, 7 1 :: S' 7, 1--f, 67 x 1.r -/ oo.S" ,s7.i --~-- N t ...... -· ....... -I Pt/./fff • .-,r--==-1s-7. i .x IS = 7 q :It/ ~ 3~' I It o ,M w It'-'-v @ IJJT~fL{oR._ IN& t.L-= 1 r7 .. ix.. 7...J.s -t ~-o',<11.s-'x t.7 :x. 0.1'¥'7 ;;;.. 3711 -t: S-1)74' =--f71s-# wtH-'--v-@ ,r17. 1,1kL-<-::. _s:7tr =-q>il/ "1-o' '2..; ·~ /1 I (.J7 )(_ 4-7 ~ t7 X 3. =-"Z---0 I i.-Di bt f)frl. I ' ~o V @ _ · 7-i} x ~ ~7 -t "> :r-'x t 3. r; 'x c 7 x.. ~. Ii) .::: 4-tf,3' + sr 2---0 ==-/() '3 re N. W/,rlA ....... --/s I S, B, BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 223G BEVERLY BOULEVARD • LQ$ ANG1iLE$, CALlfOR!"IIA 90057 • 302•2385 I 1; I, I I: -" ,, i: !I 11 I I, - M!Cte.o {stC S C(,)R. LS {3hP DESIGNED BY wt-(· CHECKED BY ____ DATE ______ JOB No. __ cfi_0_0.;;..$_-_;.3 __ OHEET NO, $-Q LO/J-,[)IN G, po CJ< Ct, N t> f1 .Jtr(J' Mic_ s1:1.1~1c... Lt)l:Yi> = st'><. s 1' x (_0+10%,) ¥@ LttlG <8) .: I ., 3~'7# % c.--= "Z-'l:-/ *·, St; I I ~ (/.Z-I ,, 4--o o. <!.. I/ SHt:/JR._ Mflr vi -ry af J .. ff 7' g ,, f< !.Jtl Ck o I( k S71.JO -~ X 4--. I=> >< '=-"l-.5"";3 to.SI( ,, 'I ._, 'I "1 :::. I X 3'. 2.. x..L /6.S = Ii· SK ..,. r.1-c. < t.:s 3 'rJ/( S. B. BARNES & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 2236 BEl(ERLY BOULEVARQ • LOS AN~ELES, C-'Llf.ORNIA 90057 • 362•2385 3467 Kurtz Street San Diego. Cal1forn1a 92110 714-224-2911 Telex 697-841 August 1, 1980 Project No. 50217V-SI01 M.J. Brock & Sons, Inc. 6767 Forest Lawn Drive Los Angeles, California 90068 SOIL SULFATE CONTENT TEST BECKMAN MICROBICS CARLSBAD, CALIFORNIA Gentlemen: Woodward-Clyde Consultants As you requested, we have sampled the near-surface soils at the site. Samples were taken at three locations: north, central, and southern portions of the building area. Samples were tested by Clarkson Laboratories; results are attached. If we can be of further assistance, please call us. Very truly yours, WOODWARD-CLYDE CONSULTANTS ~C:a~' R.E. 17553 JEC/ta Attachment (4) M.J. Brock (2) L.W. Davidson & Associates Consuitlng Engineers. Geologists and Environmental Sc1ent1sts Ot11ces 1n Other Principal Cities RE&tl~£0 AUG 51980 M.J. BRO&l & Suit.,, ~i\C. I I .i r ,EPHONE (714) 425·1932 LABORATORY REPORT ESTABLISHED 1928 r (CLARKSON CHEMICAL LABORATORY) ANALYTICAL AND CONSULTING CHEMISTS 350 TROUSDALE DRIVE CHULA VISTA, CALIFORNIA 92010 7 w,xdwar:i Cly'.ie Consultants 3467 Ku~:z Street DATE: July 25, 19$0 San Diego, CA 92110 P.O.# _J LABORATORY NO. 30-303 SAMPLE: A3 3-~CEIV'CD: Three Soil Sa.'nples from B-~ckman ~..icrobics Job 50217V SI 01 Al·~AL YS I3 : Soluble pH Sulfate 3e.mple #1 8.1 .002% Sample #2 6c·4 .007% 3ample #3 7.2 .002% ~ Nick ent jr THIS REPORT DOES NOT IMPLY GENERAL APPROVAL ANO APPLIES ONLY TO THE SUBJECT INVESTIGATED. THIS REPORT MUST NOT BE USED FOR PUBLICITY WITHOUT WRITTEN APPROVAL FROM CLARKSON LABORATORY & SUPPLY. INC. • • t • ' • • • • • • Project No. 50217V-SI01 Woodward-Clyde Consultants GEOTECHNICAL INVESTIGATION FOR THE PROPOSED BECKMAN-MICROBICS CARLSBAD, CALIFORNIA For L.W. Davidson & Associates 5251 Vineland Avenue North Hollywood, California 91601 • • • • • • -,,.,,. • • • ·• • 3467 Kurtz Street San Diego, California 92110 714-224-2911 Telex 697-841 June 13, 1980 Project No. 50217V-SI01 Mr. Larry Davidson L.W. Davidson & Associates 5251 Vineland Avenue North Hollywood, California 91601 GEOTECHNICAL INVESTIGATION FOR THE PROPOSED BECKMAN-MICROBICS CARLSBAD, CALIFORNIA Dear Mr. Davidson: We are pleased to present the results of our geotechnical investigation for the subject project. This study was perforned in accordance with our proposal dated April 24, 1980. The accompanying report presents our conclusions and recommendations pertaining to the site, as well as the results of our field explorations and laboratory tests. Very truly yours, WOODWARD-CLYDE CONSULTANTS f!:::::<a~ R.E. 17553 JEC/VB/ta/jes Attachment ( 4) Consulting Engineers, Geologists and Environmental Scientists Offices in Other Principal Cities • •• • • • • • • • • • Project No. 50217V-SI01 Woodward-Clyde Consultants TABLE OF CONTENTS PURPOSE OF INVESTIGATION DESCRIPTION OF PROJECT BACI<GROUHD INFORMATION FIELD AND LABORATORY INVESTIGATIONS SITE, SOIL, AND GEOLOGIC CONDITIONS CONCLUSIONS AND RECOMMENDATIONS GENERAL LIMITATIONS FIGURE 1 -SITE PLAN APPENDIX A FIELD INVESTIGATION FIGURE A-1 KEY TO LOGS FIGURE A-2 LOG OF TEST BORING 1 FIGURE A-3 LOG OF TEST BORING 2 FIGURE A-4 LOG OF TEST BORINGS FIGURE A-5 LOG OF TEST BORINGS APPENDIX B LABORATORY TESTS 3 AND 5 AND 4 6 FIGURE B-1 GRAIN SIZE DISTRIBUTION CURVES FIGURE B-2 LOADED SWELL PH-RESISTIVITY TEST RESULTS R-VALUE TEST RESULTS FILL SUITABILITY TESTS TESTS APPENDIX C SPECIFICATIONS FOR CONTROLLED FILL 1 2 2 3 4 7 13 • • ., • • • • • • • Project No. 50217V-SI01 Woodward-Clyde Consultants GEOTECHNICAL INVESTIGATION FOR THE PROPOSED BECKMAN-MICROBICS CARLSBAD, CALIFORNIA This report presents the results of our geotechnical investigation at the site of the proposed Beckman-Microbics. The site is on the east side of El Camino Real, approximately 1/2 mile north of its intersection with Palomar Airport Road, in the southeast area of Carlsbad, California. PURPOSE OF INVESTIGATION The purpose of our investigation is to provide information to assist L.W. Davidson & Associates and their consultants in evaluating the property and for project design. In particular, our investigation is designed to evaluate: 0 0 0 0 0 0 0 The geologic setting of the site, Potential geologic hazards, Condition of existing fill soils, Presence and effect of expansive soils, Depth to water (if within the depths of our subsurface investigation), Grading and earthwork specifications, Types and depths of foundations, 1 • • • • • • • • • • • Project No. 50217V-SI01 0 0 0 0 Woodward-Clyde Consultants Allowable soil bearing pressures, Settlements, Design pressures for retaining walls, and Pavement requirements. DESCRIPTION OF PROJECT To aid in our investigation, we have discussed the project with Mr. Larry Davidson, and we have been provided with a copy of a "Proposed Master Plan, Beckman Instruments, Inc., Microbics,11 prepared by L.W. Davidson & Associates, dated April 10, 1980 • We understand that the proposed project will include constructing an addition to the existing structure and paving adjacent parking areas and driveways. We further understand that the building will have a steel frame roof, continuous and spread footings, and concrete slab-on-grade floors. The location and layout of the proposed construction are shown on the Site Plan, Fig. 1. BACKGROUND INFORMATION We have reviewed reports by Woodwaro-Gizienski & Associates entitled "Soil Investigation for the proposed Rancho Agua Hedionda -Portion of Lot B, Carlsbad, California," dated September 13, 1972, and "Final Report of Engineering Observation and Compaction Testing, Rancho Agua Hedionda -Portion of Lot B, Microbics, Beckman Instruments, Inc., Carlsbad, California," dated 2 • • • • • • • • • • • 7·· Project No. 50217V-SI01 Woodward-Clyde Consultants February 16, 1973. These reports describe the soil investigation performed for the original site and engineering observation of the subsequent grading operations. We have also reviev1ed a copy of the "Grading Plan, Microbics, Beckman Instruments, Inc., Carlsbad, California," dated October 9, 1972, prepared by the Austin Company, Engineers and Builders . FIELD AND LABORATORY INVESTIGATIONS Our field investigation included making a visual reconnaissance of the existing surface conditions, making five test borings on May 19, 1980, making an additional boring on June 13, 1980, and obtaining representative soil sampies. The borings were advanced to depths ranging from 8-1/2 to 28-1/2 feet at the approximate locations shovm on the Site Plan, Fig. 1. A Key to Logs is presented in Appendix A as Fig. A-1, and simplified boring logs are presented on Figs. A-2 through A-5. The descriptions on the logs are based on field boring logs, sample inspection, and laboratory test results. Samples were recovered from the borings and transported to our laboratory for inspection and testing. Results of the laboratory tests are shown at the corresponding sample locations on the logs and in Appendix B. The field investigation and laboratory testing progran are discussed in Appendixes A and B • 3 • • • • • • • • • • • Project No. 50217V-SIQ1 Woodward-Clyde Consultants SITE, SOIL, AND GEOLOGIC CONDITIONS The site is on the western edge of a previously graded pad. At the ti~e of our investigation, the graded surface appeared to have been recently disked to a depth of approximately 1 foot, probably in conjunction with weed control. Native weeds have reestablished themselves and presently cover the site. The aforementioned final report indicates that the site was originally graded between November 1972 and January 1973. Finish grade elevations range from approximately 322 to 325 feet ( Plan Datum). Based on the results of our field investigation, as well as a review of previous studies made in the general area, it appears that the site is underlain by three general soil and geologic units: (1) man-made fill, (2) granitic rock, and (3) claystone and siltstone of the Point Loma Formation. The sedimentary Point Loma Formation. and the igneous rock unit are covered by varying thicknesses of fill . The sediment/rock contact appears to trend northwest across the central part of the site. The soil and formational units are described below . Artificial Fill Fill was encountered in all of our test borings • The fill varied in thickness from approximately 7 feet in the southern part of the site, to 4 feet in the northeast 4 • • • • • • -~- • • • • • Project No. 50217V-SI01 Woodward-Clyde Consultants corner, to 21-1/2 feet in the northwest corner (in the vicinity of the original canyon). The fill generally consists of medium to coarse silty to clayey sands and sandy clays containing some gravels . The aforementioned final report of engineering observation and compaction testing for the subject site indicates the following: At the tine of the original site grading, an addition was proposed to be located in the general vicinity of the currently proposed addition: Select, granular soils were placed in the upper 2 feet of the graded pad for the future building in this area. This select, granular fill extended approximately 10 feet horizontally beyond the proposed building limits. These limits are shown on the Site Plan, Fig. 1. The remainder of the graded pad beyond the building limits consisted of moderately expansive clay soils at grade • The recent test borings confirmed the material types reported in the above mentioned final report. We have extracted pertinent laboratory tests from the final report that describe soil properties of the existing fill soils. These tests are included in Appendix B . 5 • • • • • • ·~- • • • • • Project No. 50217Y-SI01 Woodward-Clyde Consultants According to the field density test records shown in the above mentioned final report and the results of penetration tests performed during our current field investigation, the fill soils at the site appear to be well compacted, with the exception of the upper 1 foot of disked material • Granitic Rock This geologic unit underlies the fill soils in the northern part of the site and was encountered in Borings 1, 2, and 3. The upper part of the granitic rock is partially weathered to a very dense, medium to coarse sand. We expect that the degree of weathering or decompo- sition of the rock decreases with depth. Point Loma Formation The Point Loma Formation underlies the fill soils in the southern part of the site. Claystone was encountered in Borings 4 and 5. This geologic unit consists of very hard, light gray to rust silty clay. No ground water was encountered in any of the test borings at the time of our field investigation • Potential Geologic Hazards Landslides -Low altitude aerial photos (Series AXN-4DD-99 and 100, dated 1964) taken prior to grading operations indicate that no topographic features associated with landslides are present in the site vicinity • 6 • • • •· • • • • • • • Project No. 50217V-SI01 Woodward-Clyde Consultants Faults -Our review of the "Faults and Special Studies Zones Map," revised 1975, Mapping Section, San Diego County Dept. of Transportation (Quad 7) indicates that no mapped faults traverse the site. The nearest major fault system is the offshore projection of the Rose Canyon Fault zone; this fault system is mapped about 8 to 10 miles west of the site area. The Elsinore Fault system is mapped about 24 to 25 miles to the northeast . COt1CLUSIONS AND RECOMMENDATIONS Subsurface Soils -Our field investigation indicates that the site is underlain by 4 to 21-1/2 feet of fill. This fill generally consists of silty to clayey sand and sandy clay, and appears to be well compacted, with the exception of the upper 1 foot of disked soil . A considerable part of the site has from 2 to 3-1/2 feet of expansive clay at finish grade. The approximate limits of those expansive soils are shown on the Site Plan, Fig. 1. The expansive soils on site are considered unsuitable for the direct support of conventional light- weight foundation elements sensitive to differential movements. In our opinion, the proposed structure can be supported on conventional spread or continuous footings founded on a mat of properly compacted, select, granular 7 • • • • • • -,,..-.. • • • • • Project No. 50217V-SI01 Woodward-Clyde Consultants soil. As indicated on the Site Plan, only a portion of the proposed addition area is underlain by select granular nonexpansive soil. Additionally, it appears that no other select materials are available on the site. Therefore, it may be necessary to import suitable materials for support of the remainder of the addition. Subgrade soils for the proposed pavement generally consist of sandy clays that are considered to be relatively poor for support of a pavement section. It may be desirable to remove the top 1 foot of existing clay soils under proposed pavement sections and replace these materials with an imported~ granular subbase. We have provided design pavement sections for the existing site conditions with and without an imported subbase. Surface Preparation The surface of the site should be cleared of all vegatation and objectionable material. The exact limits of the select granular fill should be evaluated in the field, and the proposed building limits should also be located in the field. In order to recompact su~face soils that have been loosened by previous disking operations on site, we roconu:iend that the upper 12 inches of material be plowed or scarified and brought to a moisture content at or slightly above the optimum moisture content of the 8 • • • • • • 7·· • • • • • Project No. 50217V-SI01 Woodward-Clyde Consultants soil, and compacted to a density that is not less than 95 percent of the maximum dry density in accordance with the attached Specifications for Controlled Fill (Appendix C). We recommend that all structural elements be founded on a properly compacted, select, nonexpansive, granular fill mat; the fill mat should be a minimum of 2 feet thick, measured from rough grade. The limit_s of this mat should extend at least 5 feet horizontally from all exterior structural elements sensitive to differential movement. We expect that over-excavating clay soils and replacing them with imported, granular soils will be necessary only in the northern part of the proposed addition. The actual extent of over-excavation and replacement with suitable select fill soils should be confirmed in the field by a representative from this firm~ We recommend that all earthwork be done in accordance with the attached Specifications for Controlled Fill (Appendix C). We also recommend that_any grading be observed by and compacted fills be tested by Woodward-Clyde Consultants. Footings We recommend that all footings be designed for an allowable soil bearing pressure of 3,000 psf (dead plus live loads). A one-third increase can be permitted for loads due to wind and seismic forces. Footings ~hould have a minimum width of 12 inches and be founded a minimum depth of 18 inches below lowest adjacent rough grade . 9 • • • • • • 7"'·· • • • • • Project No. 50217V-SI01 Woodward-Clyde Consultants Retaining Walls If the proposed building contains any retaining walls, we recommend using active lateral earth pressure for cantilevered walls where a horizontal movement of at least 0.001H can be accommodated at the top of the wall, (His the height of the wall). If this condition is not satisfied, design criteria for the restrained condition should be used. We recomr.iend that cantiievered retaining_ walls with level backfill surfaces extending a minimum distance equal to the height of the wall be designed for an equivalent fluid pressure of 30 pcf. This value assumes that select, granular soils are utilized for backfill, and that no surcharge loads, such as adjacent footings or vehicle traffic, will act on the wall. We recommend that granular soils for use as wall backfill conform to the select, natural base requirements as outlined in the "Standard Specifications for Public Works Construction," Section 200-2.5, 1973 Edition. We recommend that walls.restrained from mover:ient at the top be designed for the active case equivalent fluid pressure given above plus an additional uniform load of 8H psf for select, granular backfill within the backfill prism (that zone of soil extending up and out on a 1 to 1 plane from the bottom outside edge of the retaining wall footing, where His· the height of the wall in feet) . 10 • • • • • • ~--- • • • • • Project No. 50217V-SI01 Woodward-Clyde Consultants For sliding resistance calculations, ire recommend using a friction coefficient of 0.4. If passive resistance is used in conjunction with base friction, we recommend a base friction value of 0.3. For passive resistance in front of the wall, we recommend using an equivalent fluid pressure of 300 pcf. The upper 12 inches of soil should not be included, unless it is protected by pavement or floor slabs • We recommend that all retaining walls be provided with a backfill drainage system adequate to prevent the buildup of hydrostatic pressures. Provisions should be made to prevent excessive water from entering the backfill from landscaped areas • Pavements In our pavement des.tgn for the parking area, we have assumed a traffic index {TI) value of 4.5, which corresponds to predominantly passenger vehicle traffic for a pavement design life of 20 years. A traffic index of 6.0 was assumed for the northern access road. An R-value of 10 was used as a subgrade resistance in pavement design for the parking and access road areas. Based on the above assumptions, we recommend that the pavement section for the parking area consist of 3 inches of asphaltic concrete on 7 inches of Class II aggregate base. In the northern access road, we recommend that the pavement section consist of 4 inches of asphaltic concrete on 10 inches of Class II aggregate base . 11 • • • • • • =~- • • • • • Project No. 50217V-SI01 Woodward-Clyde Consultants If the upper 12 inches of subgrade in the pavement section is replaced with a suitable granular material having a minimum R-value of 40, the corresponding pavement sections would be 3 inches of asphaltic concrete on 4 inches of aggregate base for parking lots, and 4 inches asphaltic concrete on 6 inches of aggregate base for the access road. We recommend that asphaltic concrete be provided and placed in accordance with Section 39 of the "Standard Specifications" of the State of California Department of Transportation • We recommend that a mix design for asphaltic concrete be made by an engineering company specializing in this type of work, and that the paving operations be inspected by a qualified testing laboratory. We recommend that adequate surface drainage be provided to reduce ponding and infiltration of water into the subgrade materials that may lead to possible distress of the pavement section. We _suggest that paved areas have a minimum gradient of 1 percent . PH-Resistance of Soil A sample of near-surface soil was submitted to Clarkson Laboratory for a pH-Resistivity test. Results of this test are presented in Appendix B . 12 • • • • • • :J'=· • • • • • Project No. 50217V-SI01 Woodward-Clyde Consultants GENERAL LIMITATIONS The conclusions, and recommendations made in this report are based on the assumption that the soil conditions do not deviate appreciably from those found in excavations. The recommendations are made for specific site development; if changes are anticipated or if any variations or undesirable conditions are encountered during construction, we should pe consulted for further recommendations. Professional judgments presented in this report are based partly on our evaluations of. the technical information gathered, partly on our understanding of the proposed construction, and partly on our general experience in the geotechnical field. Our engineering work and judgments rendered meet or exceed the standard of care of our profession at this time. We do not guarantee the performance of the project in any respect • 13 • • • • • I I I I I I I I t I I t I • 1-J - • ·1 • • • • ·----~~DARY LI~-~ ------- ' ,------------------=-------- APPROXIMATE LIMrrs SELECI' MATERIAL AT GRADE . ACCESS TO EL eAMINO REAL EXISTING ROADWAY LEGEND: .... TURNABOt1'.I ----------------.... ...--------~O~OSED ACCESS ROAD____ -----=~---.. , ~RUCK DOCK '\br.--~TRUCR APRO:--------------------------,·<,'\ 1 'f_::l] ~----;i I I I ---------·----.1 3 / I t ---/ / I I / / I I 1 1 I #' EXISTING RECREATION I 1 ' _l_l ------I COURT , , ---I I I I _,oh_ I • JI : "6 I I I ,' ,' OF I l I ,, FINISH -I . I PROPOSED BUILDING I I I ~ I PHASE :r I I : l I I I I I I : I EXISTING BUILDING I I I I I : I I '-=#s-==-=--====-=-=---~4-:- PROPOSED PARKING AREA 1----, I I I I I I I I I I I I I I I I I I ___ _I I I I I I I I ---1 I I I I I I I I I I I I I I I I I I I , ____ , I I I I I I I I I I. EXISTING PARKING AREA ----.. ---- I I I I I I I I I I I I • 7 I I I I I I I I I + INDICATES APPROXIMATE LOCATION OF TEST BORING. 0 r 100 200 J SITE PLAN BECKMAN-MICROBICS GRAPHIC SCALE (FEET) DRAWN BY: Ch I CHECKED BY: FIGI.H'E NO: 1 DATE: 6-6-8 0 PROJECT NO: 50217V-SIO1 WOODWARD-CLYDE CONSULTANTS .._ • • • • • • • • • • Project No. 50217V-SI01 APPENDIX A FIELD INVESTIGATION Woodward-Clyde Consultants Five exploratory borings were drilled at the locations shown on the Site Plan, Fig. 1. The drilling was performed on May 19, 1980 by our firm (using an 8-inch diameter, continuous-flight hollow-stem power auger.) One additional boring was drilled with a hand auger on June 13, 1980. Samples of the subsuface r.1aterials were obtained using a modified California drive sampler (2-inch inside diameter and 2-1/2-inch outside diameter) with thin brass liners. The sampler was generally driven 18 inches into the material at the bottom of the hole by a 140-pound hammer falling 30 inches. The brass liner tubes containing the sample were removed from the sampler, sealed to preserve the natural moisture content of the sample, and returned to the laboratory for examination and testing. The location of each boring and the elevation of the ground surface at each boring location were estimated from a plan entitled "Grading Plan, Microbics, Beckman Instruments, Inc., ·carlsbad, California," dated October 9, 1972, prepared by the Austin Cor:ipany Engineers and Builders, and from "Proposed Master Plan, Beckman Instruments, Inc., Microbics," dated April 10, 1980, prepared by L.W. Davidson and Associates • " . • • • • • • . ::;-. • • • • • Location Boring Number Elevation DEPTH ~-T_E .... ST __ D_A..,.T_A __ .. OTHER SAMPLE IN ~ FEET ·MC •oo •oc TESTS NUMBER SOIL DESCRIPTION -12 - - 110 65 1 --t 2[ Very dense, drunp, brown silty sand (SM) :57.. ~ " WATER LEVEL J At time of drilling or as indicated. SOIL CLASSIFICATION Soil Classifications are based on the Unified Soil Classification System and include color, moisture and consistency. Field descriptions have been modified to reflect results of laboratory analyses where appropriate, -DISTURBED SAMPLE LOCATION Obtained by collecting the auger cuttings in a plastic or cloth bag. DRIVE SAMPLE LOCATION MODIFIED CALIFORNIA SAMPLER Sample with recorded blows per foot was obtained with a Modified California drive sampler (2" inside diameter. 2.5" outside diameter) lined with sample tubes. The sampler was driven into the soil at the bottom of the hole with a 140 pound hammer falling 30 inches . .__ ______ INDICATES SAMPLE TESTED FOR OTHER PROPERTIES GS-Grain Size Distribution CT -Consolidation Test LC-Laboratory Compaction UCS -Unconfined Compression Test Test Pl -Atterberg Limits Test OS-Direct Shear Test ST -Loaded Swell Test TX-Triaxial Compression Test CC-Confined Compression Test "R"-R-value NOTE: In this column the results of these tests may be recorded where applicable, ---------BLOW COUNT Number of blows needed to advance sampler one foot or as indicated . ...._ __________ DRY DENSITY Pounds per Cubic Foot .__ ____________ MOISTURE CONTENT Percent of Dry Weight NOTES ON FIELD INVESTIGATION 1. REFUSAL indicates the inability to extend excavation, practically, with equipment being used in the investigation • KEY TO LOGS BECKMAN-MICROBICS DRAWN BY: ch f CHECKED BY:~ I PROJECT NO: 50217V-SI01 j DATE: 6-5-80 I FIGURE NO:A-1 WOODWARD-CL YOE CONSULTANTS • • • • • • • • • • • Boring 1 Approximate El. 325' DEPTH TEST DATA *OTHER SAMPLE SOIL DESCRIPTION IN TESTS NUMBER FEET *MC *DD *BC ~Damp to dry, reddish-brown, sandy clay -FILL -23 ST 1-1 I Plowed - 1-2 [ Damp, dark brown, medium clayey sand 5-FILL - ) Damp, light to dark brown, medium silty to so DS: 1-3 slightly clayey sand with some gravel - 0=30° FILL -C= 10-:-1060 psf Damp, brown, medium clayey sand FILL - I 14 119 48 GS 1-4 - - 15_ -Damp, dark brown, medium silty to clayey -sand FILL - 20 Refusal on Rock - - - 25- - - 30- - 35- - - - 40_ • For description of symbols, see Figure A-1 LOG OF TEST BORING 1 BECKMAN-MICROBICS DRAWN BY: ch I CHECKED BY:~ I PROJECT NO: 50217V-SI01 I DATE: 6-5-80 f FIGURE NO: A-2 WOODWARD-CLYDE CONSULTANTS • • • • • • • •· • • • Boring 2 Approximate El 0 325' DEPTH TEST DATA *OTHER SAMPLE t----.----...----i TESTS NUMBER IN FEET *MC *DD *BC SOIL DESCRIPTION 5 - - - 10_ - - 15- - 20- - - 40/ 2-1 2" 25- 40/ 2-2 -2" 30- - - 35_ - - 40_ *For description of symbols, see Figure A-1 I~ I; l_l Dry to damp, reddish-brown, sandy clay "" FILL Plowed Damp, brown medium clayey sand FILL Damp, light brown, medium clayey sand FILL Damp, dark brown, medium silty to clayey sand FILL Damp, reddish-brown to yellow, medium silty sand (SM) DECOMPOSED GRANITIC ROCK Bottom of Hole LOG OF TEST BORING 2 BECKMAN-MICROBICS DRAWN BY: ch I CHECKED BY:~I PROJECT N0:50217V-SI01 I DATE: 6-5-80 j FIGURE NO: A-3 WOODWARD-CLYDE CONSULTANTS • • • • • • • ., • • • DEPTH TEST DATA IN FEET *MC *DD *BC . 13 121 52 . 5- . - -20/ . 1.5" 10- . - I DEPTH TEST DATA IN FEET *MC •oo •ac . . 5- . 10 _ - - - - *OTHER SAMPLE TESTS NUMBER "R" 3-1 GS 3-2 3-3 *OTHER SAMPLE TESTS NUIINBER 4-1 [ 4-2 r 55/6" 4-3 I~ Boring 3 SOIL DESCRIPTION \ Dry to damp, brown, sandy clay \ Plowed Approximate El. 325' medium clayey sand to FILL Damp, light brown to yellow, medium silty to clayey sand with gravels FILL Very dense, damp, brown, medium silty to clayey sand (SM-SC) DECOMPOSED G~~TIC O , .. ROCK \. ______________________ _ Bottom of Hole Boring'4 t El 325' Aoproxima e e SOIL DESCRIPTION -\Dry to damp, light brown, silty, medium sand with gravels FILL Plowed Damp, light brown, medium silty to clayey sand FILL Very hard, moist, light gray to rusty silty \ clay (CH) POINT LOMA FORMATION Bottom of Hole •For description of symbols, see Figure A-1 LOG OF TEST BORINGS 3 AND 4 BECKMAN-MICROBICS DRAWN BY: ch I CHECKED BY:~ I PROJECT NO: 50217V-SI01 I DATE: 6-5-80 I FIGURE NO: A-4 WOODWARD-CLYDE CONSULTANTS • • • • • • "'. •• • • • Boring 5 Approximate El. 325' DEPTH TEST DATA *OTHER SAMPLE SOIL DESCRIPTION IN TESTS NUMBER FEET *MC *DO *BC -5-1 [ i\ Dry to damp, light brown, silty sand with -reddish-brown, sandy clay and gravels FILL Plowed 5 -5-2 L Damp, light brown, fine to medium silty to clayey sand FILL - - 27 97 55t" UCS= 5-3 I~ Very dense, moist, light brown to rusty, -559.1 silty clay (CH) POINT LOMA FORMATION -psf, \ 10 -PI Bottom of Hole - - - - - - Boring 6 DEPTH TEST DATA *OTHER SAMPLE SOIL DESCRIPTION IN TESTS NUMBER FEET *MC *OD *BC Moist, yellow-brown, silty sand with small rock fragments FILL - Moist, brown, -clayey sand to sandy clay 5-FILL - - - 10- - - - * For description of symbols, see Figure A-1 LOG OF TEST BORINGS 5 AND 6 BECK..1'1AN-MICROBICS DRAWN BY: ch I CHECKED BY:~ PROJECT NO: 50217V-SI01 I DATE: 6-5-80 I FIGURE NO:A-5 WOODWARD-CL YOE CONSULTANTS • • • • • • "';=- • • • • • . Project No. 50217V-SI01 Woodward-Clyde Consultants APPENDIX B LABORATORY TESTS The materials observed in our borings were visually classified and evaluated with respect to strength, swelling characteristics, dry density and moisture content. The classifications were substantiated by performing grain size analyses and tests of plasticity characteristics on representative samples of the soils. The strength of the soils was evaluated by per- forming unconfined compression tests and direct shear·tests on selected samples and by considering the density and moisture content of the samples and the penetration resistance of the sampler. Swelling characteristics were estirnated by performing a loaded swell test on an undisturbed sample of the near surface materials. The suitability of materials for use as pavement subgrade was evaluated based on R-value test results performed by Testing Engineers-San Diego. A pH resistance test of the near surface soils was performed by Clarkson Laboratory • The results of moisture content, dry density, Atterberg limits, direct shear, and unconfined compression tests on drive samples are shown with the penetration resis- tance of the sampler at the corresponding sample location on the logs Figs. A-2 through A-5. curves are shown on Fig. B-1. test are presented on Fig. B-2. The grain size distribution The results of the loaded swell The results of the R-value test and the pH resistance test are also attached • • • • • • • ...... -. • • • • • qcc-GS-76 100 90 80 70 C, UJ 60 en en < a.. I-50 z UJ <..> er: UJ a.. 30 20 10 0 GRAVEL SAND COBBLES Coarse I Coarse I I Fine Medi um Fine Mesh Opening -Ins Sieve Sizes 76 3 2 I a ½ I 0 16 20 30 40 60 80 I 40 200 ,, \'\: \\ \\ 3-2 .\' ~ ·i,\ \ \ \ \\ \ 1 :\ \\ \\ \ -, \ \\ \ 1-4 \ \\ \' l\ \\ \' '\ '\ \, '\ I\. '\. '\ ' '\ '\. '\. '\. ' :------ ··t-- -·----- --:-->-·--- e--· ~ 1------, -.. ~ >---t---t- ~ --·· -~~ ~ I I I I I I 100 50 10.0 5.0 ,.o 0. I 0.05 SAMPLE 1-4 --- 3-2 GRAIN SIZE IN MILLIMETERS CLASSIFICATION AND SYMBOL Clavey sand (SC) ------ Siltv to clavev sand (SM-SC) GRAIN SIZE DISTRIBUTION CURVES BECKMAN-MICROBICS SILT and CLAY Hydrometer Analysis 0.01 0.005 *LL *Pl ---- ---- *LL -Liquid Limit 0 10 20 30 :z:: < f-UJ 50 er: f-:z:: UJ c..> er: 60 ~ 70 80 90 100 0.001 *Pl -Plasticity Index DRAWN BY: sh I CHECKED BY~ I PROJECT No: so217v:..sro1 I DATE: 6-s-so I FIGURE NO:B-1 WOODWARD-CLYDE CONSULTA~TS • • • • • • • • • • • RESULTS OF LOADED SWELL TESTS • ,._, • :.~._. ,! ;•"' .,_..,....,,.,.~,~lnitial .. t ,., : ....... 1~ >'<-t ....... ' • -,-... ., -_, -Fi.nal-..---. .,.",,., : .. Sample Dry Water Dry Water Number Density Content Saturatior Density Content Saturation pcf % % pcf % % 1-1 93 27 93 91 31 98 .. Diameter of Samples: 1. 94 Height of Samples: • 626 DRAWN BY: C · CHECKED BY: LOADED SWELL TESTS BECKMAN-MICROBICS PROJECT NO: . ~,:1:..~--::;· ·:-'::,• ~:-v.-,-;-.,:~3.._,·;_,;--:.··: ... ~ ;-.. :f~~,~:';; ...,.~, -~~ ' Pressure Expansion psf % of Initial Height 160 2.0 ',,, ' ' ~ ~ .. '" .. , .. WOODWARD-CLYDE CO~SULTA~TS • • • • • • • • • • • ESTABLISHED 1928 TELEPHONE, (714) 425-1932 LABORATORY REPORT (CLARKSON CHEMICAL LABORATORY) ANALYTICAL AND CONSULTING CHEMISTS 350 TROUSDALE DRIVE CHULA VISTA, CALIFORNIA 92010 I Woodward Clyde Consultants 3467 Kurtz St. San Diego, CA 92110 Attn -Chuck Elliot L LABORATORY NO. S 0-2 9 0 7 DATE: May 23, 1980 P. 0. # _J SAMPLE: AS RECEIVED-One soil sample marked Beckman Microbics. Job No.50217V SIOl ANALYSIS pH Water Added (ml) 200 50 50 50 ·50 50 6.9 Resistivity Test per Claifornia 643-C Resistivity (ohm-cm) 4160 2184 1924 1768 1820 1872 Results indicate 25 years to perforation for a 16 gauge metal culvert . THIS REPORT DOES NOT IMPLY GENERAL APPROVAL AND APPLIES ONLY TO THE SUBJECT INVESTIGATED. THIS REPORT Ml,.JST NOT BE USED FOR PUBLICITY WITHOUT WRITTEN APPROVAL FROM CLARKSON LABORATORY 8c SUPPLY, INC. FORM 6 JP • • l1' f, ·I' ,,. ,, . ·1, 1, ,;l ' ti I . 71 "if /1 i.' .·' • J,i •. ·' LABORATORY NUMBER Testing Engineers-San Diego 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 SD35-2032 REPORT OF SOIL TESTS DATE May 23, 1980 Joe DATA: File #507, Job //50217V-SI01 SAMPLE DATA: Soil submitted to the laboratory on 5/20/80, PROJECT: Beckman Microbics identified as S/N 1, Sack 3-1. • CLIENT: Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92110 R·VALUE DATA BEARING VALUE {SAN DIEGO CITY METHOD) • COMPACTED AND SOAKED FOUR DAYS A B C D ::oMPACTOR PRESS· P.S.I. 120 200 6 PENETRATION STANDARD % OF INCHES P.S.I. P.S.I. STANDARD ,!01ST @COMPACTION·% 14.7 12.9 16.4 0.1 1000 0.2 1500 • 114.9 119.5 112.3 0.3 1900 )ENSITY ·#/CU.FT. 0,4 2300 '!·VALUE • 5TABILOMETER 10 20 7 0.5 2600 MOISTURE AFTER SOAKING ...••.•.•...•••••••. % oXUD. PRESSURE· P.S.I. 300 480 220 EXPANSION .••••...•••...••.•••.••.•...••• % • 5TAB. THICK· FEET 1.29 1.15 1.33· COMPACTION TEST: . cXP~. PRESS. THICK·FEET ---------METHOD -CALIFORNIA BEARING OPTIMUM MOISTURE (APPARENT) ••.....•.•••.. % T. I. (ASSUMED) = 4.5 OPTIMUM DRY DENSITY, LBS./CU. FT. {APPARENT) .. • w By STAB. @ 300 P.S.I. EXUD. = 10 ::, .J PLASTIC CHARACTERISTICS: ~ BY EXPANSION PRESSURE = ---0: LIQUID LIMIT AT EQUILIBRIUM = 10 PLASTIC LIMIT . • PLASTICITY INDEX . ,ND EQUIVALENT : • REPORTED To: (1) Woodward-Clyde Conslutants • TESTING ENGINEERS - REVIEWED BY • THC:am ~ • • • • • • -~-· • • • • • Project No. 50217V-SI01 FILL SUITABILITY TESTS EXISTING FILL SOILS \Yoodward-Clyde Consultants The following figure was obtained from "Final Report of Engineering Observation and Compaction Testing, Rancho Agua Hedionda -Portion of Lot B, Microbics, Beckman Instruments, Inc.,·carlsbad, California," dated February 6, 1973. Samples 4, 5, and 6 refer to three soil types used in the compacted fill at the site. According to the final report, clay soils similar to Sample 4 are at least 3 feet below existing grade throughout the fill at the site. The select, granular fill in the upper 2 feet of the original building limits consists of materials similar to Sample 4, and the remainder of the site-has materials similar to Sample 6 exposed at rough grade . • • • • • • ~- • • • • • 140 130 120 II 0 100 90 DIRECT SHEAR TEST DATA 4 D:Y Density, pcf 96.3 Initial Water Content, % 15.3 Final Water Content.% 30.0 Apparent Cohesion. psf 550 Apparent Friction Angle. 0 3 fi fi 117 .4 93.5 8.2 16.9 12.5 28. 5 410 360 35 25 Cl) 100 80 ~ 60 CL. I- Q 40 (..) 0:. UJ c... 20 0 MECHANICAL ANALYSIS . 3 4 q ·, 0 qo 200 ~ ~ -... A \ '0 ./ fi -,.,.., \ "' \ "" \ 6 -r-r\ ~ \ \ \ ' \ ·, ['._ r-,, '-- I I I I I I I I I 1000 100 10 1.0 0. I 0.01 0.001 \ ,, \ \-~ZERO AIR VOIDS CURVES GRAIN SIZE IH M1LLIMETERS lcoBBLEsj GRAVEL I SAHL ls1LT & CLAY I . _clf_clm_f_ . v' \ \ 1 \ VZ.70 S.G. PLASTICITY CHA I.I-/ , 2.60 S.G. ~ 2. 50 S. G. $ :-3/ \ '\; Liquid Limit, "/, RACTERISTICS 60 47 \ \ \ Plasticity lnde i\ I\ \ Classification \ \ I\ Classification ' \ I\ x. '(o 42 26 by Unified Soi 1 System CH SP CL \ I\ I\ -\ \ \ u a. . 4 -~ \ I\ I-SWELL TEST DA :t: ~' \ ,.:, -w ::,: I ~ l\ f\ _ I n i t i a 1 Dry Den I- TA 4 5 6 sity, pcf 102.2 99.2 -I .,1-1·' ;\ r-..'' I\\ z: Initial Water :::, >-J . I ~ \ f\ Load. psf er: 0 I\ f\ E Percent Swell \ \ !\ Content, ~ 15.4 17.6 ------+--'-~.c.+---+- 160 60 15.0 8.1 \ i\ \ \ \. ' \\ \ SAMPLE LOCATION \ \\ 4 HAXIMUM DRY 4 fi fi \ 5 DENSlfY. pcf 114. 0 130.0 108.0 ~~ ""'~ 6 OPTIMUM MOISTURE NORTH CUT AREA UTH CUT AREA . CONTEHT. % 15. 0 8.0 16.5 '\_ r\. I\. ' I'\.' ,"t,,_ ' '1' l MOISTURE CONTENT, % 80 O 10 20 30 LABORATORY CCM>ACTION TES,...T __________________ --a LABORATORY COMPACTION TEST METHOD AS.IM DJ 557-70T FILL SUITABILITY TESTS RANCHO AQUA HEDIONDA WOODWARD -GI Z I ENS!< I & ASSOC I ATES CONSULTING SOIL AND FOUNDATION ENGINEERS AND GEOLOGISTS SAN DIEGO,. CALIFORNIA DR. BY: SCALE: PROJ. HO: 72-232 CK'D BY: di/ DATE: 2 16 73 PAGE Of 2 . ,_ .. · '. • • • • • • • • • • I. GENERAL APPEND;IX C SPECIFICATIONS FOR CONTROLLED FILL These specifications cover preparation of existing surfaces to receive fills, the type of soil suitable for use in fills, the control of compaction, and the methods of testing compacted fills. It shall be the contractor's responsibility to place, spread, water, and compact the fill in strict accordance with these specifications. A soil engineer shall be the owner's representative to inspect the construction of ·fills. Excavation and the placing of fill shall be under the direct inspection of the soil engineer, and he shall give written notice of conformance with the specifications upon completion of.grading. Deviations from these specifica- tions will be permitted only upon written authorization from the soil engineer. A soil investigation has been made for this projecti any recommendations made in the report of the soil investigation or subsequent reports shall become an addendum to these s~ecifications . II. SCOPE The placement of controlled fill by the contractor shall include all clearing and grubbing, removal of existing unsatisfactory material, preparation of the areas to be filled, spreading and compaction of fill in the areas to be filled, and all other work necessary to complete the grading of the filled areas. III. MATERIALS 1. Materials for compacted fill shall consist of any material imported or excavated from the cut areas that, in the opinion of the soil engineer, is suitable for use in constructing fills. The material shall contain no rocks or hard lumps greater than 24 inches in size and shall contain at least 40% of material smaller than 1/4 inch in size . (Materials greater than 6 inches in size shall be placed by the contractor so that they are surrounded by compacted fines; no nesting of rocks shall be permitted.) No material of a perishable, spongy, or otherwise improper nature shall be used in filling . 2. Material placed within 24 inches of rough grade shall be select material that contains no rocks or l1ard lumps greater than 6 inches in size and that swells less than 3% when compacted as hereinafter specified for compacted fill and soaked under an axial pressure of 160 psf . • • • • • • -,,.. .. • • • • • 3. Representative samples of material to be used for fill shall be tested in the laboratory by the soil engineer in order to determine the maximum density, optimum moisture content, and classification of the soil. In addition, the soil engineer shall determine the approximate bearing value of a recompacted, saturated sample by direct shear tests or other tests applicable to the particular soil. 4. During grading operations, soil types other than those analyzed in the report of the soil investigation may be encountered by the contractor. The soil engineer shall be consulted to determine the suitability of these soils. IV. COMPACTED FILLS 1. General (a) Unless otherwise specified, fill material shall be compacted by the contractor while at a moisture content near the optimum moisture content and to a density that is not less than 90% of the maximum dry density determined in accordance with ASTM Test No. Dl557-70, or other density test methods that will obtain equivalent results. (b) Potentially expansive soils may be used in fills below a depth of 24 inches and shall be compacted at a moisture content greater than the optimum moisture content for the material. 2. Clearing and Preparing Areas to be Filled (a) All trees, brush, grass, and other objectionable material shall be collected, piled, and burned or otherwise disposed of by the contractor so as to leave the areas that have been cleared with a neat and finished appearance free from un- sightly debris. (b) All vegetable matter and objectionable material shall be removed by the contractor from the surface upon which the fill is to be placed, and any loose or porous soils shall be removed or compacted to the depth shown on the plans. The surface shall then ~e plowed or scarified to a minimum depth of 6 inches until the surface is free from uneven features thc1.t would tend to prevent uniform compaction by the equip- ment to be used . (c) Where fills are constructed on hillsides or slopes, the slope of the original ground on which the fill is to be placed shall be stepped or keyed by the contractor as shown on the figure on Page 4 of these specifications. The steps shall extend completely through the soil mantle and into the underlying formational materials . • • • • • ·~. • • • • • (d) After the foundation for the fill has been cleared, plowed, or scarified, it shall be disced or bladed by the contractor until it is uniform and free from large clods, brought to the proper moisture content, and compacted as specified for fill. 3. Placing, Spreading, and Compaction of Fill Material (a) The fill material shall be placed by the contractor in layers that, when compacted, shall not exceed 6 inches. Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to obtain uniformity of material in each layer . (b) When the moisture content of the fill material is below that specified by the soil engineer, water shall be added by the contractor until the moisture content is as specified. (c) When the moisture content of the fill material is above that specified by the soil engineer, the fill material shall be aerated by the contractor by blading, mixing, or other satisfactory methods until the moisture content is as specified. (d) After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted by the contractor to the specified density. Compaction shall be accomplished by sheepsfoot rollers, vibratory rollers, multiple-wheel pneumatic-tired rollers, or other types of acceptable com- pacting equipment. Equipment_ shall be of such design that it will be able to compact the fill to the specified density. Compaction shall be continuous over the entire area, and the equipment shall make sufficient trips to insure that the desired density has been obtained throughout the entire fill. (e) The surface of fill slopes shall be compacted and there shall be no excess loose soil on the slopes . V. INSPECTION 1. Observation and compaction tests shall be made by the soil engineer during the filling and compacting operations so that he can state his opinion that the fill was con- structed in accordance with the specifications . 2. The soil engineer shall make field density tests in accordance with ASTM Test No. D 1556-64. Density tests shall be made in the compacted materials below the surface where the surface is disturbed. When these tests indicate that the density of any layer of fill or portion thereof is below the specified density, the particular layer or portion shall be reworked until the specified density has been obtained . • • • • • • • • • • • VI. PROTECTION OF WORK 1. During construction the contractor shall properly grade all excavated surraces to provide positive drainage and prevent ponding of water. He shall control sur~ace water to avoid damage to adjoining properties or to finished work on the site. The contractor shall .take remedial measures to prevent erosion of freshly graded areas and until such time as per~anent drainage and erosion control features have been installed. 2. After completion of grading and when the soil engineer has finished his observation of the work, no further excava- tion or filling shall be done except under the observation of the soil engineer . ! ··· .... Strip as specified Original ground -Slope ratio = N M Fill not occur Rerrove all topsoil _/ ~?~ J--.: B } I ~ . ~ V a.i:; i 12 s . -~ I~ ·1 Sec not; · 'l'!w 1aini;.1um wic:.th of "13" key sh.:i.11 be 2 fe:ct wider than thr~ cornpcJ.ction equi;_Jmcnt, c1nd not less th.::i.n 10 feet. The outside edge of bottom key sh.:i.11 be below topsoil or loo~c surface m.:i.tericJ.l. Keys arc required where the n.:i.tur.:i.l slope is steeper th.:i.n G horizontal to l vertic.:i.l, or where specified by the soil engineer . See note SPAR VAN, Inc. -: ElECTRICAl & CONTROL SYSTEM ENGINEERS DOCUMENTATION FORM 2669 MYRTLE AVENUE Form 5 BUILDING LIGHTING COMPLIANCE LONG BEACH, CALIFORNIA 90806 Telephone, (213) ~26-3336 M!CR..OB!GS ProjectTitle· BECKMAN llvBTRUMENT.S Documentedby L. f:1· Lnr:;i•;.,n. CARLt51BAD ~ CALIFORNIA Date· '1/24/80 ProJectDcs1yner £D/TH_ REDFIELD ,:;:_;//(__ ~ /2.f!'-zr Checked by ___ _ q/L8£RT R, VAND'ft E.7£i 1 Datt __ _ -rm:n ; eeev-: re;; ts=--=---- Room Room RCR . No. Sq. Ft. Appl. /Occ. 0cc. /Task Sq. Ft. /Sq. Ft. Watts , Watts Task Areas Note Sq Ft No Sq Ft Total Watts Allotted De~ign I 19712 {)-5 .lllBDRA70RIES% /00-191-50-!'1850 4,/ {-0385 1 . . >. l NO//-TASK I !98G? I_,/ /34/2 153920 I ,,--..::) . ... I ! I 1~100 . -17302 0-.5 Orf/CEu 173 so f8050 5.0 432.50 NON-7ASI< I !8~52.. /. 0 /3843 1'4G/GO I I I l I I --4500 0-5 £XECU7/V£ ~1100 45 50 12250 3.ra 8100 ·oFFIC£ t---/VON-TASK I If)? 50 I.Z 2700 (14400 I .-- I I I 584 0-5 -LOBBY 04zl ---l5t?4 /. 7 .qqz !<c80 I --·-I .I I I . 42,. 5+ JANITOR. 33/ I ---l4i /, 4 58 80 J'OUlH WE.ST I I I I . I I I -45 5+ V/OME!v 354 1 -145 /. (a 72.. 80 ---PUBLIC TOIL, I . I (OFF LOBBY) I ! MEN I . -45 5-t----145 1.·0 72 80 I.PUBLIC TOIL. I I (OFF LOBBY) I I I I I eo11..,E,q Rtvf, ~ 058 1 ~ IZBO 27/0 0-5 r.r:J'-LER P.M., ---12.7/0 1.0 Z-710 Z. rAN RMS, I I -l I I ! . I ! ~ ------L---- I __ ,, Nr!JorJr8r/. Page Total 125,594 I 17,b . ' Room Aoorn ACR T .. ~•. f..rt as No. Sq. Ft. ------------------· ------ 2.7~ 0-5 MEN -----------~OJ.!Trj __ w_E_SJ _ -------------WOMEN ____ 27(p 0-5 .SOUTH WEST_ ·------------- -----·--;q; 5-t Sfli.lR-. -- §Q_UTH WEST_ ------·------ -------------------- 32.5 0-5 WOMEN IY_9R71-1 EAST ------. 300 0-5 MEEN· NORTH £AST -·-.·- - 45 5+ ·JANITOR NORTH £AST ~ /C/S S+ STAii< NORTH EAS'T -.. 8220 5-t WALK AIS'LES I WAREHOUSE Z/10O o-s LloHT MFa- . NON-TASK .. . . . #57~ fJoie Appl. Sq. Ft. /Occ. No. 0cc. -----~---·------- 354 I ------~ -·--___ · I ---~---·---·- 3541 ------1-----·--- I __ _J_ ____ --·- 3/2. I -__ J __ I _J ___ --·--- 3541 --I --I I -354I --I I I 33 I I --J I . I .912: -- I I 3/ .2. I --I : ~1100 I 241 I I I 1~ I I . I I I I I I I I . I I Sq. Ft. /T.,ik Total \'.'1111' Allotlt'd Sq. F1. /~ Ft. wa,u -·--·--,------------- -127~ /.0 27G:, -----~--·· --------- I --··--'---------- -121~ /. 0 Z7~ -------~------------- I _ ___ ...J __ --·---- . -I /"I I /,0 /C// ----_J ___ ---------I ____ j_ __ ---·-·--·--I 3Z5 1.0 :3Z5 I ----------I _J_ __ --1soo 1.0 :300 I I I -I 15 /. 4 Ct,3 I I -~/95 1.0 /C/S I I -IBZ20 /.o 8220 I I . . 50 vzoso .., '1 ,,..,, ~4.q45 . l12050 _q !~84S I I I - I • I I . I I . I I I I I I I I I . I I -· --· 400 -. ---- ---- 4-00 ---·- ---- 210 ------ ------ 400 ------ -- 400 ·- 80 240 ~40C -- l~lOC --· . ---------- •• • p~ TouJ· s~ &3(o Zla$2 Building Tot.al :f;f, 23/J L44.J/C, (111:St 1o~t-et uolvJ ,. ''£3UILDING DATA FOfiM Fon11 1 BUILDING ENVE;r OPE COMPLIANCE • I Project ,Title lJECJ(,10//..,I /./i(:::7.£? v/v,'.cJv7::_ Location ?A' .12/.. S-E.4 D C,.4 Project Designer %, ,/W, 1 k/&//V&c.JZS Checked by ____ _ SITE DESCRIPTION BLDG. DESCRIPTION Wall Roof 'I Location Code Number (from Table 2 of Appendix 1) Latitude Degree Days-heating (from Table 2 of Appendix 1) SF, Solar Factor (from Fig. 4.1.17 or Table 2 of Appendix 1) b.T, ASHRAE design temp -78° (from Table 2 of Appendix 1) Occupancy Type Code Number (from Table 1 of Appendix 1) Gross heated floor area, sq. ft. Number of floors Ground Floor Perimeter, ft. Longest diagonal dimension at ground floor, ft. Height, ft. Record the detailed materials data on the Materials Data Form -Form 2 Surface Areas Aopaque wall Awindow Adoor Total A0 w Line 12 + 13 + 14 Heat Transfer Coefficients (see Section 4.1.8) winter {heating) summer (cooling) Shading coefficient of glass, (from Table 3 of Appendix i) Weight of Wall Construction, lb/ft2 Mass Correction Factor (from Fig. 4.1.16) Equivalent Temperature Difference (from Fig. 4.1.16) Surface Areas - Total % skylights Note: If Line 29 is 5% or greater, automatic /igh t-sensitive switching systems are required in the area lighted by sky- light. Enter the difference betwee:, line 27 and 5% of line 28, or zero, whichever is the greater Enter the sum of line 26 and line 30 uwall Uwindow udoor Liw u udoor SC _w MCF TDeq Aopaque roof Askylight Aor (26 + 27) (27/28) Date ____ _ 1 .157 2 ~E. Z. 3 2o7.2. 4 . / 2..:1, ,7 5 I.'.'.: .t:? 6 O~t>S~07..3 7 7~Boo 8 / 9 //21? 10 ~00 11 .20-t 12 2j_'7/.0 13 /.:?1/7 14 ,2//3 15 :Z3ZPc} 16 , 7.oz 17 /, /.3 18 /._, ,!__ ti . ,:;· .3 19 o~Z/ 20 J,,01,, 21 1.Lc?'S/ 22 ,'77 23 .8:?., 24 t!.w 25 2.:3 26 7!.f'13oo 27 a 28 7~Scv 29 ,?) 30 ----- 31 7G-S~o 0 ~ ' v_;ii t' '.·~ [;.,-~!:, H_ii.~.': , J\! fJ!Nl.i Ef~VELvPE. COMf'L!J,.UCE. PROJECT TITLE /::.3....;;.·_~.'.-" . .t . .r l'/ /,,v$7Zt.1 ,,t,;-iPZ: Heat Transfer Coefficients (See Section 4.1.8) 32 _o$c, I .()55l) uroof .--winter (heating) uskylight 33 ----- Ur 34 • a-'Je ,z:;t!B Floor summer (cooling) Shading Coefficient of skylight (from Table 3 of Appendix 1) Mass Coefficient (from Fig. 4.1.16) Absorptance (from Fig. 4.1 .. 16) Floor Area over unheated space · U-value for floor us 35 ____ _ SCs 36 ____ _ Mc 37 __ _;_/ __ Ac 38--~-- Aof 39 ____ _ Uof 40 ------HVAC System type code No.(from App 1 HEA Tl NG DESIGN CRITERION OTabllel 19} h . 1 d / . f (£ . ~ 41_~/~2~-. vera 1g ting oa w sq. t. ram Form 5) ~ 42 Standard U0 w (from Fig. 4.1.2) · 43--•. .,..9~·z--o/~.- Standard U0 r (from Fig. 4.1.3) Standard U0 t (from·Fig. 4.1.4) Maximum allowable U0 {from Fig. 4.1.1) Proposed U0 w (from Fig. 4.1.7) Proposed U0 r (from Fig. 4.1.10) Proposed U0t (from line 40) Proposed U0 {from Fig. 4.1.1) Note: U or is calculated fr_om the equation of Fig. 4.1.10 for the proposed building using the value from line 30 for the area of skylights, and the value from line 31 for the overall roof area A0 r t::OOLING DESIGN CRITERION ' ' ' Standard OTTWw (from Fig. 4.1.15) Standard OTTVr (41 x line 44) Standard OTTV (from Fig. 4.1.13) Proposed OTTVw (from Fig. 4.1.14) ProposedOTTVr(from Fig. 4.1.14) Proposed.OTTV (from Fig. 4.1.13) Note: 0 TTVr for the proposed building is calculated from the equation of Fig. 4.1.14 using the value from fine 27 for the_ area of skylights, and the value from line 28 for the ov'!r.11! roof ;;nn J).ar 44 _ _..:;j~,'P __ 45 46 ,,17t, 47 t./'7S 48 ,tJa ;_ 49 50 ,)78 Line 50 must not exceed line 46 51 :3/, {.. 52 1/.) 53 l~.-1/t? 54 /~!}& 55 2.oJ 56 ~5 Line So must not exceed line 53 -Dc.cumented by ___ _ Date ____ _ Project Designer Checked by ____ _ , Date ____ _ Wall Wall Type 1 Weight of wall construction, lb/h2 (see Sec. 4.1.8) Wi 1 8? Heat Transfer Coefficient·(see Sec. 4.1.8) u, 2 ' ZO'J' 4-G:7/ Surface Areas (attach sheets to document any additional Orientation 3 N compass orientations) Area 4 ~t3B Orientation 5 ,c Area 6 &2/b Orientation 7 'S. Area 8 3B~O Orientation 9 w Area 10 c:., ?/-(, Wall Type 2 Weight of wall construction, lb/tt2 W2 11 ,.-Heat Transfer Coefficient U2 12 ( Surface Areas (Attach sheets to document any additional Orientation 13 compass orientations) Area 14 Orientation 15 ,, Area 16 i, Orientation 17 II Area 18 II Orientation 19 II Area 20 II II Ii ii II Wall Type 3 II Weight of wall construction, lb/tt2 W3 21 II II Heat Transfer Coefficient U3 22 Surface Areas (Attach sheets to document any additional Orientation 23 compass orientations) Area 24 Orientation 25 Area 26 Orientation 27 Area 28 Orientation 29 Area 30 cO ,;-;--,,.,.--- Wall Type 4 Weight of wall construction, lb/tt2 Surface Areas (Attach sheets to document -any additional compass orientations) Glass Type 1 W4 U4 Orientation I Area Orientation Area Orientation Area Orientation Area ' 31 32 33 34 35 36 37 38 39 40 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) Heat.Transfer Coefficient (from mfrs. data) 41 , 7/ 42 /, .R c/ Jo.s 43, 3.J Surface Areas {Attach sheets to document any additional compass orientations) Glass Type 2 Orientation Area Orientation Area Orientation Area Orientation Area 44 J7 45 E 46 c~S 47 s 48 76:) 49 d/ 50 JS- Shading coefficient {from Table 3 of Appendix 1 or mfrs. data) Heat Transfer Coefficient (from mfrs. data) 51 52 ____ _ Surface Areas (Attach sheets to document any additional compass orien~ations) Glass Type 3 Orientation 53 ____ _ Area 54 ____ _ Orientation 55 ____ _ Area 56 ____ _ Orientation 57 ____ _ Area 58 ____ _ Orientation 59 ____ _ Area 60 ____ _ Shading coefficient (from Table 3 of Appendix 1 C?r mfrs. data) 6-1 ____ _ J-ieat Transfer Coefficient (from mfrs.data) 62 ____ _ Surface Areas {Attach sheets to document any additional Orientation 63 ____ _ .compass orientations) Area 64 ____ _ Orientation 65 ____ _ Area .66 ____ _ Orientation 67 ----- . Area. 68 ----- Orientation 69 ----- Area 70 ----- I ( 0 '- Wall Type 4 Weight of wall construction, lb/tt2 Surface Areas (Attach sheets to document any additional compass orientations) Glass Type 1 W4 U4 Orientation f Area Orientation Area Orientation Area Oriemation Area ' 31 32 33 34 35 36 37 38 39 40 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) Heat.Transfer Coefficient (from mfrs. data) 41 , 71 :~ .1 E}J.Db Surface Areas (Attach sheets to document any additional compass orientations) Glass Type 2 Orientation Area 44 --~/_7=-_ 45_~£ __ Orientation Area 46 _~c .... ~=5_ Orientation 4 7 --~S~_ Area Orientation Area 48 _ _,,7_,,~---+,-)_ d) 49 --~---,,:-JS-50 ----'=----'=--- Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) Heat Transfer Coefficient (from mfrs. data) 51 52 ____ _ Surface Areas (Attach sheets to document any additional compass orien_tations) Glass Type 3 Orientation 53 ____ _ Area 54 ____ _ Orientation 55 ____ _ Area 56 ----- Orientation 57 ----- Area 58 -,------ Orientation 59 ____ _ Area 60 ____ _ Shading coefficient (from Table 3 of Appendix 1 (?r mfrs. data) 6.1 ____ _ Heat Tra~sfer Coefficient (from mfrs.data) 62 ____ _ Surface Areas (Attach sheets to document any additional Orientation 63 ____ _ .compass orientations) .Area 64 ____ _ · Orientation 65 ____ _ Area .66 ____ _ Orientation 67 ----- . Area. 68 ----- Orientation 69 ----- Area 70 ----- PROJECT TITLE _( Roof Floor ( 0 Glass Type 4 Shading coefficient (from Table 3 of Appendix 1 or mfrs. data) Heat Transfer Coefficient (from mfrs. data} Surface Areas (Attach sheets to document any additional compass orientations). 71 ____ _ 72 ____ _ Orientation 73 ____ _ Area 74 ____ _ Orientation 75 ____ _ Area 76 ____ _ Orientation 77 ____ _ Area 78 ____ _ Orientation 79 ____ _ Roof Type 1 Weight of roof construction, lb/ft2 {see Section 4.1.8) Heat Transfer Coefficient (see Section 4.1.8) Area 80 ____ _ 81 6 s2 ,02,0 ~ ,c:?.S.? Surface Area (Attach sheets to document any additional roof types} . 83 .5,-i0-t!o Ii .:z'/:2'10 Skylight Area Skylight Shading Coefficient (from Table 3 of Appendix 1} Skylight Heat Transfer Coefficient (U-value) Floor Type 1 (floors over non-air condition.ed spaces only} Weight of floor construction, lb/ft2 (see Section 4.1.8) Heat Transfer Coefficient (see Section 4.1.8) Surface Area (attach sheets to document any additional floor types) Doors ·surface Area Heat Transfer Coefficient (U-value, see Table 4 of Appendix 1) 84 __ 0_ 85 ____ _ 85 ___ ~_-__ 87 ____ ·_ 88 ____ _ 89 _____ _ 90 /.2D ~ L 23 91 /./ ti ,S3 ; II " ii II i! II jl II II I' I ,-\ \,_ 0 • -. ( H(f,,,T l HANS FER COEH IC!i NT PROPOSED CONSTRUCTION ASSEMBLY Sketch of Co~struction Assembly WEIGHT: ·. S? · ~-lb/tt2 . Check one: ' • Wall X.,: List of Construction Components 1. -? ~ U,l,/C./2 E ;TE" 2 3. 4. 5. 6. 7. 8. Inside Surface Air Film Outside Surface Air Film . Total Resistance Rt · Roof U-Value (I/Rt) Floor Form 3 II R JI j ~ . 51.&, t i ,' II !! " II .th .tcS II II II cooling heating II II -~ .)? I JI cooling heating J,L/f. /271/ cooling heating ,L,7/ ,7D9 cooling heating 0 --\ ( J HEAi Tfi/,r,::.f H, COlf f IG!l:..NT 'PROPOSED CONSTRUCTION A~SEMBL Y List of Construction Components -.....r-------1. Eu/L-7 t!/? .J2z:;~F..1JJ& ,---".....,._ __ 2. .½ If rZ. y )l..lpZJ-L) Forn1 3 R ~i=='---3. /3;;,h:Jit-:p. 7t,~ 20,7 ~~~;;..-s..~:..__--4. ,2 .;{/t;, 24.F,7£,l!f! Sketch of Construction Assembly WEIGHT: & Check one: ' • Wall Roof ~ Floor .. lb/ft2 5. 6. 7. 8. Inside Surface Air Film Outside Surface Air Film Total Resistance Rt .9.z ,2S 22,'t2. .o'Jt/ /9£ .LI ,l/ cooling heating .1S .12 ,)? cooling heating B.9tj /2.o.3 .8.SS cooling heating .Li?... .Q33 j)J cooling heating /OZ .A7 F~/A/~~-------------+-~-~L..____,, 7.?7% ~E7WFEA/ 7~/..Jvl;; ---____ ---=:;,. ___ _, -·,. Jx·:·7;:1.,-::_;-,9-:x,.~-.--.CJ,t/Y :;_ .tJs-/ ·c~L-W6 . -=-:_ • / -,X_,.JZZ ± ;3-X__.pg.3. ~-,{)8_~ h1E..d7/A/6 Ii II t I / 1 II ii /: !I II II II ll n " ii \ \ -o· ( . ~ ~-r:J~11HiUJf;fEH t.:OU t 1.:1u.·r PROPOSED CONSTRUCTION A!-S[MBL Y List of Construction Components ___ _,1. ff v/.L 7 or ~,tJF /;..x;. 2. Y.z '1 ?iy v/.?J~LJ 3. T7''/ £t;i Fo1c.. 4. 2 y.? ~,.F7EJZ ~..---5. ,,4-/£ 5?~ J& ,/ ~liif----. 6. ~.t-)S ..77C-e~ /½:E .......__ ...... .._..--~--- Sketch of Construction Assembly WEIGHT: 7. 8. lf\side Surface Air Film l92 Outside Surface Air Film ,¾ t~orrn 3 R ·. 33 ,.. ,o/2 _Ld 't-1. cooling heating ,25 .27 ,;z cooling heating Check one: ' ' Total Resistance Rt J2 t.. 7 ,JI ?.3 ;J /-2 ,1)21/ Wall Roof 4 cooling heating ,-! >< .£/'8~ '"-t ·,qi --,·oL)r ·--%. .• 07'8 · Cd}:)21»~ • /-y.,d).lJ.7 -;-~l:J x_-:_Q29 _ -· ;_----~tJ.8Ct:_7-IEA7/.A/C / / 10905 LAUREL AVE. -SANTA FE SPRINGS, CALIF. 9D670 (213) 941-2233 Re OJECT £1:cLP-ff ,J /~ /1~ :2 LOQI! 7/a N ccVZ ~,;;. ;::;,,p r 1 .. . • LOA O C~LC(.),/,/?')P;r,/ 3 ---=,'.'.'.'.?.~~...c..G_...,_1/<:.;;::1'.'.::.=...!£=-=J!/;;;,:___../=-,::n.::::.::'.i~/4.~. ~/:..,_,·. ,!f";::'....!"A'--'---------- ,,4 ,e EA -~:;o ><. 2J9 :i s2.:::i~0 #,4K 7/µE_....LM..:..-=:o;__c_v __ /,~8:.._!..-0....L, __ ______ lhl_c___x ___ ~ _______ ~l; ,.< :l_ \; j I _____ Bc5-'----~'1x 3 I t. , ? I • __ .:_7~7...::::V~. _ __,;;.J..~·,; -----=5.--..:::£:;.__-ti.,.,_ do ~ , 11 =-1 2 l/.3 !:_1/ ---~--~---"'----= ------- SJ/A£).E GLAS~ E . .,, ,, tr/ If II ~ . k " ,, . Prx_ A---;, -------?SI -t1x :2a:::-x , s2-& 1 _ _-G,;1-.:...;2-=l.:....,&',e_7_3/~. _.....,,_. _ ____ · __ ~)( ,.. ---~-----·:..,.../ -.:.. ,;,;.:.;' Li'~ ------~ ~---·-----~)~' __ __,,z$-.· ·""""2,J-) _· ~ , ::C x /, IT"fa ~ · , -S-':!S7 ___.., · ______ · _.'& ---~---:,0. -----'....L....:..~'----r-.;,;;-J :Z,10& .lfy_. y x.. . e-7 :a ./:2 t 79 ~j/:')~, __ ___.J'---L-j::......<1/,_,.,'Q:._l/l)( • / 0 t. c, 7 = 9 l 9 X &1 SoN . ,, A f /I ,, &L..J1.SS. · T ,,e,LI .J/5 I( . E WA1-L If s ,, ,, " ---.a~u:?=..;~=-~x -~ :,.. -;,-?;_7 .. <-l/z3 ~> -! { --II /I ------~>:. . JI. ---• I Ca.v~ ... /£'/J/S .--5"~c -ft:;o 'f:1}! J.3, <t~ y . J-/ .. _.....,.2,A.L'9_)__.J'-'£=-,;=f!-=--- _Id_ ,r 0 /?4.R7/77.?'N 7.i?,,:1,vs ------~ ,e ___ J{ ___ .,. _____ _ L/qr/7s · <~22>~ Rix -3 vl/4x3'/x..:k •_........,8:.....:;;2~/_,_1-:::,_;...,c:;;._,7,!;___ ha6 .f_o.,4o ------" ~-)3,L/ =---,,------- ~o#EIZE4Ju;P!11£)J? ..52 sb:e? ·_'x :2. . x 3. '-/,rs: _ _:;./--=· ?.:__2:J_.?::..<..o.,:.;.d~-·? £.OP LE .SE #-5 J/7, ;;; z I /&Z) '> ~ ,1.,5-V ·x ,2 L~ :z. ==· ===2=7=&=0==r=o= SoBT074-L· -/C?3/ C/-3 ,F;t,1.1 J/-E-'T /,~#~ 2.St;ts-4!. I /b 2 920 Roo)// $$,vS/IR.#7 /o,#O ,/l99SB3 __ U,/,4.l.L 7i2,,¢µS ______ o/,· .>( ___ :_·· ____ _ ,, l( II .. I' /?aJ,c· .#2,I ,1-15 L1t&J17:fJ P¢oPLE MZAlr YE A/T/LA7/LJM 7oT~L L.?//0 cPM.:.i [l99s~.3 7b ft/S :ir J.2.3 ¥ 2 ,7 /6S,7 ------~--~--% _____ _ ------~----~---:---"------ ------~----~---~------______ ~,( j( ___ .: llJ .. -'-------------x __ W/m.K 3.11.~ -z _____ _ c:5 zsc.. a ~-!-.1 .so x ZD e %. _ __,£.7,-===~:...::~~~;:-=::.o~- .r'a7? x4,S 'l.(s~,,.3 -~.z).r=.:2=====o==cs-.===s=;;::==;o=== 1/./'/C. .2;3· ., /oS Cr/.// /Fjr s _,-:5?>~ .8t.J3 .3 I:: X7ern,•ol(. 47 /03 .!.5zs&D i 11 10905 LAUREL AVE.-SANTA FE SPRINGS, CALIF. 90670 Re oJECT .B~Lµ,,,-,.: /V P.c../27C.. __.2 (213) 941-2233 LOC,,d .7/0 IV UB,.,.S/ #4 ·, L OAP C;1LCvt/7IPIV.5 U--'M§;/oo/38 ,£;.,ag,LJ A,ecA ·-20::>x /01 :i 2'-/2-1.,10 ·#.,4Jt:7JME Aac~- JV SI./.AEJ.E CLAS~ JJ Z .I);,( SP x . 1' J -=-___ · -=.<2...:..9_;:C __ .,, ,, _____ __,lft ---K---• ------ ~ h ------~---~---2~----- ,f N ------~---){ __ : ------ ff • ______ l(lx. ___ x __ ,:,& ------ __ So# '' ______ .l1x ___ x. ___ ... -~---- 11, f ___ __;_ __ I);{ ___ ,. ___ :::. _____ _ , " ------~---!J. ___ ·------ __ GL..JJ5$. ·T,,e,,LJ,)/.5 · q7 ~ 9 X /, Cl& £ Aj::J/ · JSJC/ H .IP;. ---)( ___ ~ . j,/ WA L-L tr 3/25/!:) -~ . i >( cl i. 2 :a / ,2 ?5 I /02.0I) b '' " ~ IL/ b 'Px -{p t. , ?7 = l?-l Z.? h'&olo ( .-__ ,, ~ ;2.J tf (£ fP)(· ,? 1) ,._ · ,~,7 • . :2-f-?5 l, -/-!,,?JO ,, ii ------~.-:. . J/. --- .RCJaft"' T.e.dJ.ls 9-c./-:2-'IO n/i 5'? y ~ /Jt! .. 55.;2~ 7 tlb5Ya ~127/T/PN 7i?,,e1.vs ;J..1/~ ~,{ 13~'2:> x , F,~ ., ---.;.q-,!.~---=.3~'-=---- L; tf J/7 s 2"7" 2 L/-12 ~ i. _:_2_Yl/4x3i/ y_ _I_ • _ ___.l:.....:t;:c...~ 1/,.,___ ··--===,a'-=3-=7=-- /1.06 .f.o//-o ------~ .X38 :r _____ _ £o#E/2.E4Jt.11P /11£ JJ7 :J.q"2 U'/? ·· x I x :J, 1/ x ---'-'-'--f'.-=z:.....t..1~, .._J-=~-/0 ELJP Li; .SE~ JI;: ,1 ~? 1/ 0.,,.. '> .! · .!i J-.;i x ;:!.._ ~"O z. ====;J.o:::::::::::::~;'=:Z.=O=C)=· = SoBT07.4-L · . 3·,s / .2c.:s ,F;i,1.1 /le,,17 . 57 /90 Roo,1// ~ P.S )1 PA17 ) tJ .#-0 3/3 f::r1/ 6" B _·}V.4.l.L 7i2~µS ___ · ---~ · .>( __ ::-. _____ _ II .. ,, ,&;ft· -~.U5 L16,.J/7S &oPLE .b,;:,A/r YE A/T,ILA7/L),V 7oT-4L .fo//o ------~--~--~-----------~~--~ __ : __ _:__ __ _ ------~--K--s _____ _ ------~ K---=.-e...... ____ _ ______ 43x_W/l1l,: 8.1 ~-.;------- :Z7' ,:2,1/ o ltl-f. 3c:;,e:> x HQ/f'!J :. ----=/.-=~:::..::~c...:::~::....;D=,.;;-- ,.26 ... ?e> x4,.5 >t( 83,S -)13.Z) .c ,"')? ~ 7 ~ <;c.1/-oo , TJ 199--..~ 32k'y:p I ,. I I I i1 ,, ' 0 ,);0905 LAUREL AVE .• SANTA FE SPRINGS, CALIF. 90670 PROJECT Bt1:C.KM;:!AI /2(,4.5E .7 LOCATION ~ /2/ .S B,t:J D (213) 941-2233 DATE :;l-/ 3/, 8:::> CALC j)-tJ~ t?'/ TITLE 24 ENVELOPE HEATING REQUIREMENTS FACTOR AREA BTUH/0 -- WALL . 1/..29 Uw X .232aif? Ql-= 99--53 ROOF , )_ Ur X 7 ~ .8.?t? m = ??SO FLOOR Uf X _QJ = - TOTAL LLJp.o_::;!J Ql = 12&33 )_?~33 J l:J t? .?/P_::;) = Q /. 7~ MAX. ALLOWABLE Voa . ' , ,_ • PROPOSED CONSTRUCTION FACTOR AREA BTUH/O WALL Uoa -- WALL ,l,5"x, ~uw X :220'93 QJ = /4?/~ 3 .- WALL Uw X Q] = I J3,_q4 = '188 GLASS /, l.,.B. Ug X 2~ij qi = 97& 23200 IP ~ L, )_ Ug X J:2Z) $ = JJZ DOOR l,$3 Ud X / a 3 tp t:,5 ROOF Uoa WALL SUB TOTAL .:Z.<3 ZQ,.Cl Q]. J),'q,3C,; -~270 = ,tJBJ ' ROOF lt:12~ Ur X 2, t./ 2 'I ,t) qi = 2oss 7tftP.:) cp SKYLIGHT,lft!;C) Us X 52$-eJ Ql = -'/,205 ROOF SUBTOTAL ' zc;.sot? QI TOTAL UOQ, FLOOR Uf x· qi JZJ.t:,, = ,17/ TOTAL / t? .?'. O.:~VJ ql 12&:2~ //J/P~~? qi -. l ' 11 I ( C ______________ .....a, ...... ~ ™°'·~1"i!T'i27r7Ci):V:ffli'il'iOC7;;s z :asus 10905 LAUREL AVE.· SANTA FE SPRil'lGS, CALIF. 90670 PROJECT Bt:CL,ffe,A'J,t:../ h-,J.4 5 6 _I LOCATION C:.4!iZ£ _C!_,R-4-rJ C'4- (213) 941-2233 DATE /-)~-86 CALC /W /" TITLE 24 ENVELOPE COOLING REQUIREMENTS FACTOR AREA BTUH -- WALL 3/AO Uu X 1;3.-2.?0 r:/J = ROOF ~, I Ur X , uJ-a:jP = . ?33120 j/;I '8-8-0 l/24860/? TOTAL J .{2.!2 ~ ij] PROPOSED ·CONSTRUCTION FACTOR AREA WALL ,6£)( !(p_7/Uw X 2.2t19._~ij]-X ;23 ETD WALL Uw X ___ ¢1 X -----''--ETD GLASS )'22, 1· SF X '$&1/ qJ X _p_/ SC GLASS /1 ,t:::¾ U g X -.. $tJ./ qJ X ~ TD , GLASS SF X ___ cp X SC GLASS Ug X ___ Q] X TD pPpz,. /,/ ~ SF X ~ ~I Ug X /2Z:J Ql X /2-3 Q] X WALL .SUB TOTAL -,----¢) MAXIMUM OTTVoa / di~ = J£). ¥S /tJIMO C/J BTUH -- = 22.1s~9 = = 752,1, 7- = .5'1tfS = = -~,..,~ = ,$CJuO ROOF ,,,,OS1 Ur X 2LJ2i//) dJ X __ __,__Ac X _)__Mc X 41 = . 2'7&0 3.J.e?,Bg / = .So/..g<::, SKYLIGHT 118 X ____ tp X SC SKYL:r-GHT ,ov.·S Us x ,".f-1.c;z;,2) QI x --~) __ TD J ROOF -SUB TOTAL q:I TOTAL Ip ·WALL OTTV s1oa~1-·1= 13 .. 1/o ? "2 49?? tjl ROOF OTTV 15'-J Jz c./ = 2 ,o I ?~bo qi = = /03¥3;8 JS't/2~ 7"" C::S m S' OVERALL OTTV K~I ENGJ;NEERS j <&~ W~ '"'l;""'~ -~---........... -~-..----=-----~-.. --~-!-,..._...,.,....._,,.~-~-·..: ··~-<;>-~~---~~-....---,,.._==-·-_ .. ..,_.,.,... ·-----.. ~~ --~-~--.......... ~ ...... ~_-.,,,,._,.;...,...; ,,J;:._.4,.._,~-----.... .., ...... __ _ 10905 LAUREL AVE .• SANTA FE SPRINGS, CALIF. 90670 (213) 941-2233 7e 4,0,S~/ ::V/0 .,v 17 {rf t!-.x -3 z. -::: 5 &, ~.?> 3 2 M / v cY7 z~i!r CrM ·9,, oa::, x-201 /.tJ8 ,. 1 c::;-z:::-¼:'.:?1 · 1ss"/gz SELU7 . &At.-571- #,;/G--II'../ E)t tST/a ;0 e,.#,-JZ4.'?' Exi.5-T/~ Eb/-~/~ /2~,...c 72, / ~,,IP' ,I?? ~~ ~? !! ll fl " II !i !i ii Ii JI II ( 0 \ .I# MODELS· AND CAPACITIES MODEL I INPUT I GROSS ./ GROSS ~ HEAT EXCHANGER Water -Ga5 OUTPUT .P.H.60° F. G.P.H. 100°F (See Nole) BTU/HR. BTU/HR. E.D.R. RISE (1) RISE {l) ·wG-100 · 100 000 80 000 534 160 96 •WG-150 150 000 120 000 800 240 144 ·WG-200 200,000 160,000 1,067 320 192 ·WG-250 250,000 200,000 1,333 400 240 ·wG-300 300,000 . 240,000 1,600 480 288 ·wG-350 350,000 280,000 1,867 560 336 ·WG-400 400,000 320,000 2,133 640 384 ·wG-450 450,000 360 000 2,400 720 432 •wG-525 525,000 420 000 2,800 840 504 ·WG-600 600 000 480 000 3 200 960 576 ·WG-675 675,000 540,000 3,600 1,080 648 ·wG-750 750,000 600,000 4,000 1,200 720 ·WG-850 850,000 680,000 4,533 1,360 816 ·WG-900 900,000 720,000 4,800 1,440 865 ·wG-1050 _: ..... _ ~,050,00~ 840,000 5,600 1,600 960 ---0 ---I·-..,,,..,,.. .. ,.,,, ... ., -, ,. . -- ·WG-1250 1,250,000 1,000',0D0 6,667 2,000 1,200 ........... -------------------- ·wG-1500 1 500 ODD 1 200 000 8 000 2 400 l 440 .•wG-1750 1,750,000 1,400,000 9,333 2,800 1,680 ·WG-2000 2,000,000 1,600,000 10,667 3,200 1,920 ·WG-2250 2,250,000 1,800,000 12,000 3,600 2,160 ·WG-2500 2 500 000 2 ODO ODO 13 333 4 DOD 2,400 ·WG-2750 2,750,000 2,200,000 14,666 4,400 2,640 •wG-3000 3,000,000 2,400 000 16,000 4,800 2,880 •wG-3250A 3,250,000 2,600,000 17,333 5,200 3,120 •WGB-3500 3,500,000 2,800,000 18,667 5,600 3,360 •WGB-3750 3,750,000 3,000,000 20,000 6,000 3,600 •WGB-4000 4,000,000 ·3 200,000 21,333 6,400 3,840 •WGB-4250 4,250,000 3,400,000 22,667 6,800 4,082 ·WG B-4500 4,500 000 3 600,000 24,000 7,200 4 320 •WGB-4750 4 750 DOD 3 800 ODD 25 333 7 600 4 562 ·WGB-5000 I 5,000,000 4,000,000 26,667 8,000 4,800 WGB-5500A 5,500,000 4,400,000 29,333 8,800 5,282 WGB-6000A 6,000,000 4,800,000 32,000 9,600 5,763 WGB-6500 6 500 000 5 200 000 34 667 10 400 6 242 WGB-7000 7,000,000 5,600,000 37,333 11,200 6,723 WGB-7500 7 500,000 6 ODO DOD 40 ODO 12 000 7 203 WGB-8000 8,000,000 6,400,000 42,600 12,805 7,683 WGB-8500 8,500,000 6,800,000 45,333 13,605 8,163 WGB-9000 9,000,000 7,200,000 48,000 14,405 8,643 WGB-9500 9,500,000 7,600,000 50,600 15,205 9,123 *A.G.A. CERTIFIED ----.. --. - Boiler input is based on natural gas 1000 BTU/cf. Boiler ratings are based on 80% efficiency. (1) Maximum heal exchanger capacity (if used), based on 200° F. boiler wa/er. NOTE: See Form AX-115 for Forced Draft Gas Fired Information. When Heat Exchangers ore used prefix becomes WGE. On Models 100 through 3250 add B to prefix when equipped for high-law firing -WGB - WATER I SQ. FT. VOLUME HEATING GALLONS SURFACE 9 14.2 10 17.9 11 23.4 13 28.9 14 34.4 15 39.9 18 43.2 19 45.2 21 53.8 23 62.5 25 71.1 28 79.8 43 ,. 91.4 45 100.7 47 108. l - 52 129.0 - '"" n ~ 57 149.9 62 170.7 95 -230.7 101 !255.7 105 272.3 112 297.2 118 322.2 124 . .347. 1 165 3.62 173 394 178 414 ,. 184 . 438 ' 189 457 • ... ~ 197 489 202 510 253 618 266 674 283 743 296 798 312 867 318 896 325 923 335 965 342 1,005 --... EQUIPMENT SUBMITTED FOR APPROVAL APPROX. SHIPPING WGT. LBS. 550 600 680 750 820 900 980 1,050 1,250 1 390 1,470 1,600 1,700 1,800 1,900 - 2,300 .-6 ---- 2 650 3,000 3,550 3,850 4,050 4,350 4,650 4,950 5,350 5,700 5,900 6,150 6,400 6 750 7,000 9,100 9,900 10 700 11,500 12,200 12,500 12,800 13,300 13,800 ------------------------,------------------------ DATE: BY: ,,• '· '' !I f I li ii II '' 11 I' ' ( DOCUMENTATION FOAM F : HV .A.C .SYSTEMS COMPLIANCE (Complete for each system) rorm (Rev. 1 5/781 10ject Title .BE-C~/vl/(/4/ /4s7,GJ:::J P&P7-::., Location C~sg~..o U' Documented by ____ _ Date ____ _ Project Designer ,l:::;/d/ £JJt:f/P ,5"".,RgS Checked by ____ _ DESIGN CONDITIONS Date _____ _ Building occupancy type (Table 1 of Appendix I) ••••••.• t?IJ-0 -OS'/-073 Project Latitude (Table 2 of Appendix I). . . . • . . . . . . . . • 33 ,2 Heating Degree Days (Table 2 of P...ppendlx I) ..... -. . . . . . ,.:1.09 .Z HEATING LOAD DOCUMENTATION (Attach calculations) Outdoor Design Temperature, Winter .•....• ~ ...•.... Indoor Design Temperature ..•.•.................. 31:P ;?o Outdoor Air •..•.. · ••.•............ ··= •....... -. ____ _ Heat loss From Outdoor Air ...................... ____ _ Temperature of adjacent unheated spaces ............. . Transmission Heating Lossas ........•...•......... Infiltration Air .............................. . Heat Loss From Infiltration .............•......... ____ _ Ventilation Air ............................... ____ _ Heat Loss From Ventilation ...................... ____ _ Outdoor Air for Special Processes .................. . Heat Loss From P.rocess Air ....................... ____ _ Other Heat Losses (describe) ..................... . Total Heat losses .•.•..•...................... ===== COOLING LOAD DOCUMENTATION (Attach calculations) gz-1 Outdoor Design Temperature, summer, dry bulb ......... -->=-L-- r:e2 Outdoor Design Temperature, summer, wet bulb ......... -----'s.e,.~- lndoor Design Temperature, summer, dry bulb .......... --,..<.<::-"-- Indoor Design Temperature, summer, wet bulb .......... --'--""-"~- z.g 2-5"" Transmission Heat Gain ... -...................... ____ _ Infiltration Air_ ............................... ____ _ Heat Gain From Infiltration ...................... ____ _ Outdoor ~ir for Special Processes ................... ____ _ Heat Gain for Process Air . . . . . . . . . . . . . . . . . . . . . . . . ____ _ Solar Heat Gain Through Windows, etc ................ ____ _ Heat Gain Frqm Lights, !;\:luipmen~. people, etc .......... ____ _ Heat Gain From Other Sources .................... ____ _ OF OF CFM Btu/Hr. o~ r Btu/Hr. CFM Btu/Hr. CFM Btu/Hr. CFM Btu/Hr. Btu/Hr. Btu/Hr. o~ r OF OF OF Stu/Hr. CFM Btu/Hr. CFM Btu/Hr. Btu/Hr. Btu/Hr. Btu/Hr. 0 Outdoor Air: Fixed Mininium Type System CFM Per Person-(Not to Exceed Tabulated Minimum Ventilation Rates) .... . Heat Gain From Outdoor Air ............... . CF\,1, ?<:rson 3ru. r-lr . II ti ( Page 2 of Form 4 COOLING LOAD DOCUMENTATION (Continued) System Utilizing Outside Air For Cooling CFM Per Person (Not to Exceed 33% of Tabulated Recommended Ventilation Rates) Heat Gain From Outdoor Air ............... . _____ CFM/Person Btu/Hr. Total Cooling Load •••....••............•...... Btu/Hr. TEMPERATURE CONTROL Attach manufacturer's data or other, give specification or drawing reference which shows in detail the following information: . . REFERENCE (page or sheet No.) • capabilitY to sequence heating and cooling ~14.-0.£. $7A.T.. C.QJ.? l/3.C!-'J>. /7~. ;:j<_~A";s. Id-B • temperature control device set point limits ... AWP.~ ~B. 4-...0:. . . . . . . . . . . . . . . . . 11 • temperature set point range between full heating and full cooling. A £)...1~.s,T~:lf. ..... • setback and shutoff controls ... ;77»~ .C::.~&?f:.-~ . . . . . . . . . . . . . . . . . . . . . . . . . . 11 • capabilitY to termin~te heating at 70°F and cooling at 78°F. A.121~,7,,P,6"£.r......... If ndicate drawing or specification reference where the temperature control device requirements given below are documented. An automatic temperature control device shall be provided for: • each separate HV AC system ........................................... . • each zone ........................................................ . H SIMULTANEOUS HEATING AND COOLING The following requirements apply to the use of new energy and need not be romp lied with when recovered energy is used to control temperature. In each case, when resetting hot and cold deck temperatures, one representative zone may be chosen to represent no more than ten zones with similar heating or cooling requirements. Concurrent operation of independent heating and cooling systems serving common spaces must provide either or both of the controls given below. List reference specification page or drawing number where rontrol requirements ca~ be verified. REFERENCE • Sequential temperature control of heating and cooling systems • Automatic reset of heating temperature, to limit energy input only to that level to offset heat los1 due to transmission and infiltration .... , . , ................. . /v/-8 · Rahe.at systems -give reference specifications page or drawing number which will show compliance with the following civhen reheating 20% or more of the total air in" the system. • When serving multiple-zones, controls mus! automatically reset the cold air suoply to ,he highest ternoerature le'Jel cf the zone requiring the most cooling .......... . M-£ ) I' Ji ' , Pago 3 of Form 4 "1ual-duct or rnultizone systems -give reference specifications page or drawing number which will show compliance with ,e following: REFERENCE • Hot deck temperature -must be automatically reset to the lowest temperature necessary to satisfy the zone requiring the most heating •••.....•...•..... • Cold deck temperature -must be automatically reset to the highest temperature necessary to sat!sfy the zone requiring the most cooling •.•...•••....•.... Recooling systems -give reference specifications page or drawing number which shows compliance with the following if recooling 20% or more of the total air in the system. • Controls must automatically reset the temperature of heated supply air to the lowest temperature necessary to satisfy the zone requiring the most heating •................. HVAC SYSTEM RESTRICTIONS & SPECIAL REQUIREMENTS Several HVAC System types have special requirements or restrictions. In this section, the type of system used in the design must be listed and any special restrictions given here referenced to show compliance. Supply references to proper specifi- cations page or drawing numbers. (-ype HV AC Systems .Used -List type of system to be used here {include all systems for heating or cooling in the building) ·· include reference for specifications for each system. J/4.rz,lll:8£& Constant volume reheat system -when Serving both interior and exterior zones -separate cooling coils are required if the exterior zone exceeds 20% of the total air quantity through the cooling coil. REFERENCE 0 ( Pl!rilll 4 of Form 4 DUAL DUCT AND MULTIZONE SYSTEMS onstant volume duct or multizone systems which utilize new energy to simultaneously heat and cool air streams which are subsequently mixed for temperature control are prohibited for buildings larger than 20,000 square feet of conditioned space. If used, the air leakage for dampers utilized for the mixing of heating and cooling air shall be limited to a maximum leakage of 3% of the total air quantity handled by the dampers when operating at the maximum system pressure to which the dampers will be subjected. Manufacturer's label or nameplate shall state leakage rates. REFERENCE_,-r--A-.'-,1/..LJ.,d~----- Economizer Cycle ~ For each cooling fan system, for other than dual-duct or multizone systems, which serve zones having total cooling capacity greater than 134,000 Btu/hr or more than 5,000 CFM_ must have an economizer cycle unless one of the exceptions allowed is claimed. REFERENCE_-"-_ik{~_·_,_8"""'"---- Electric Resistance Heating Systems -These systems shall not be used unless the total installed electric resistance heat does not exceed 10% (ten percent) of the annual heating energy requirement or a life cycle cost analysis, Form 8 (setfSection 4.2 of this manual) shows an alternate system life cycle cost exceeds that of the electric resistance system. Give reference if less than 10% or include Form 8 if calculating life cycle cost. REFERENCE __ ~d~·:.....:...c,~~....,_ ___ _ MECHANICAL AND GRAVITY VENTILATION _ Mechanical ventilation -Dampers which are automatically interlocked and closed on fan shutdown are required. REFERENCE ,N/-/. M-5, 11-8 ;;, Gravity Ventilators -Either automatic or readily accessible manually operated dampers must be provided for all openings to the outside with the exception of combustion air openings. REFERENCE __ ~Af~_-_?,__ ___ _ POWER CONSUMPTION IN FANS Constant volume systsm Total Supply Air Quantity ...•.....•..........•........................ Total Pressure of Supply Fan ..................•........................ Total Supply Air Quantity Adjusted for Process Loads .......................... . Total Gross Floor Area ......•..........•.............................. Net Fan Performance Index (FPI) ..................•...................... Variable volume system Total Supply Air Quantity at Maximum Flow ............... , ................ . Total Pressure of Supply Fan at Maximum Flow ............................. . Total Gross Floor Area ....................•.........•..........•...... Fan Performance Index at Maximum Flow (FPlm}. ............................ . Variable Volume Adju~ment Constant .................................... . Adjusted Fan Perfori7.ance Index, FPI a ....•................................ REFERENCE _____ CFM Inches Water CFM SQ. Ft. Inches Water Sq. Ft. jl ( ?age 5 of Form 4 .PING AND DUCT INSULATION AND DUCT CONSTRUCTION References to the piping insulation, duct insulation and duct construction requirements presented in Section 4.2 of the Energy Conservation Design Manual must be given below: REFERENCE fj_,4,;1./..S cfi ~@:'.:$?, :5o?ftY P.d'£7 v? 57..£F4'M ~.)--V,,ag,1,z; ELI§ ~.,I~ YR /4 p M GI" .Lf'.?> J,-E ..s / .t:) SE C,t.'fJ/1,/ S,7 /..? i.,:Jt:.-7':rLJ p c22 . ~ M. ~I~ A) A Sµ/ //.L)#..e;;:75 ~,,12 ~ E.?J.,1~ )M' . R.£?eS5vP& at:}PL-7 ~/,,,W 4LL JP1/.,v7.5 SF..d.LL-v. ~/J.,,t?,,L_Y £)~~:7 ~p.,~ B~e~ ~? /,41,12,1,At-..8~ ~/4 J/~~ L'-?;y /ff ,/?~,4/G.S 7:7£) ~~ ~ P6 74 1/::::,7&:} /cL s;; $, ,4. c'. ,V. ,4, 5~/V~AP./2.L:)::) ,,J==))/,2. ,(.,,; pJ _,P,,e,£;58,c.:,4.,:,· ,t) p ~? JR/~ 7_,a 4 45 J/ F ,l:?S-= ,_9' E..P ~s cS:::=-4~£ZJ,. ~ L., /,.., 5P //_::,.L'.y V p t17 . ~. ,6? d"" .,Ip .5~k 4 7 .5Z} w / 7,A/ / ; T// )~ / # £)::NS 1 77 F)$E.lZ6..LA? .ss 4-J,,;..u.EZJ ~~ ,,hb..7. ~47.£;& n/Y'//f/4 .?2J B&:"" //Jt:5p,1_,,4l,7~ ~/7/:,L /,h h.8~.Zttad.s.s 8/$' C.t:') ;/ e-,e,1 Iv£'. 0 li I I " ii Ii II II " ' ' ( '!., f_i t References giving 1he specification page or drawing sheet number or manufacturer's data must be submitted to demonstrate com- pliance with Division 6 of the standards. I ELECTRICALLY OPERATED COOLING SYSTEM EQUIPMENT ABSORPTION WATER CHILLING COOLING SYSTEM EQUIPMENT COMBUSTION HEATING EQUIPMENT (Oil and gas-fired comfort heating equipment- ELECTRICALLY OPERATED HEATING HEAT PUMPS ELECTRICAL RESISTANCE SPACE HEATING EQUIPMENT Standard rating capacity, Btu/hr Minimum EER (COP) Reference Heat source (check one) Direct fired (gas-oil) Indirect fired (steam-hot water) Minimum EER (COP) Reference Minimum combustion efficiency at maximum rated output Reference Minimum EER (COP) Reference Sµpplementary Heater Control Reference REFERENCE FOR FULL-LOAD ENERGY INPUT AND OUTPUT REQUIREMENT FOR MAINTENANCE FOR MA_NUFACTURER'S MAINTENANCE AND, . ,FULL AND PARTIAL CAPACITY AND STAND-BY INPUT{S) AND OUTPUT($) %PECIFICATION REFERENCE , - rO J ' f. • \ . ROlFOIL Type 44 . . 'Tour Guide to the Best in Multiple Layer Aluminum Foil Insulation" t Based on the 1977 edition of the ASH RAE Fundamentals Handbook oirection of Hea~ Flow. DOWN* UP* DISHED-IN R & U VALUESt R-18.1 R-8.22 U-.055 U-.122 \MVROY & SONS, INC. Corporate offices • 2528 Merced Ave. • So. El Monte, CA 91733 (213} 443-2100 (213) 443-2600 z .o C ,r T(,c H:sts ~·:t:1~ iJL'ri,.·~~,ed in ccinb~rr,c:1:.:-10 :r.~ sp!::cii1ca11on5 se1 forth in ASTf/, Dc::,;s.;:-.2,110., E3~ 7: "S:oriciard !v',t i:10c: c,f Tes1 ior Surioc::: Bur,,ing Characieristic:s of Builciing f.',c::H:rials", be.tr c: ::. pquiprnent and 1est procedure. The fort-going 1est procedure is identical in all res;,ects 10 UL 72':. AhlSI No. A 2.5, NFPA No. 255 and UBC No. 42-1. •NFPA CLASS A B C D E 1) Roifoil Heavy Finish 2) Roifoil T 34 3) Roifoil T 44 1) Roifoil Heavy Finish 2) Roifoil T 34 3) Roifoil T 44 UBC CLASS II 111 NFPA Class A Class A Class A FLAME SPREAD 0 through 25 26 thrOL.Jgh 75 76 through 200 76 through 225 201 through 500 over 500 UBC Class 1 Class 1 Class 1 SMOKE FSC FUEL CONTRIBUTION DENSITY 0 0 45* 0 0 40• 0 10 0 .,...The smoke generated during each test was from slight ignition and burning of the wood frame members. The insultation material itself contributed no significant smoke during the tests. BUILDING CODES 1. National Fire Protection Association, NFPA No. 10( "Life Safety Code." 2. UNIFORM BUILDING CODE, Part VIII, "Fire Resistive Standard for Fire Protection." 3. Vol. I ( 1970), Chapter 42 -Interior Wall & Ceiling Finish: Section 4201-4203. PRODUCT GUARANTEE ROY & SONS, INC., GUARANTEES: 1. Its materials to be free from defects when shipped or picked up at our plant. 2. The thermal performance of our materials when installed according to manufacturer's specifications. 3. The flame retardant ratings of our flame retardant materials as set forth in our brochures. 4. To replace defective materials upon return of the defective materials. ROY & SONS, INC., DOES NOT GUARANTEE: 1. Materials not labeled flame -retardant to have flame retardant specifications. 2. Non-flame retardant materials against smoke contribution and/or fuel contribution. 3. De-laminations or condensation of materials when installed under a ceiling or roof that is not dry. (Moisture rea·ding must be under 10% for 7 continuous days before installation of materials.) Fl ROlfOIL Type 64 Roof Systerns "Your Guide to the Best in Multiple Layer Aluminum Foil Insulntion" DOWN* UP* R & U VALUESt R-20.6 R-10.3 U-.049 U-.097 t Based on the 1977 edition of the ASH RAE Fundamentals Handbook * Direction of Heat Flow. .,,, ., .,, > ..,, ,... m :z p '-" ..., i, (JJ ROIFOIL TYPE 64 ROOF SYSTEMS INSTALLATION c}M/Rov & SONs,-1NC. Corporate offices • 2528 Merced Avenue So. El Monte, CA 91733 (213} 443-2100 (213) 443-2600 COMMERCIAL ROOFS -Install one layer of Type 64 Roifoil as shown in drawing. Start (A) position leaving an air space between top layer of Roifoil and rough roof. Attach ( 1) side at 4" intervals for its length -then (B) side. In- stall Roifoil Heavy Finish (C) as shown to com- plete four (4) air spaces and six (6) reflective surfaces. (OVER) ( y rr, r-r ~ !• · T \-..1\!Vi I COMPARE: FLAME RETARDANT SPECIFICATIONS FUEL SMOKE PRODUCT FLAME SPREAD • CONTRIBUTION DENSITY 1 l JOHNS-MANVILLE R19 2500 0 5 2) OWENS-CORNING R11 2200 0 45 3) OWENS-CORNING R19 1965 0 50 4) ROI-FOi L Heavy Finish 0 0 45* 5) ROI-FOi L T64 0 10 0 'FThe smoke generated during test v.ras from slight ignition and burning of the wood frame members. The insulation material itself contributed no significant Srf!Oke during the tests. PRODUCT NFPA CLASS UBC CLASS 1) JOHNS-MANVILLE R19 E 2) OWENS-CORN I NG R19 E 3) OWENS-CORNING R19 E 4) ROI-FOi L Heavy Finish A 1 5) ROI-FOi L T64 A 1 NFPA CLASS UBC CLASS '' FLAME SPREAD A 1 0 through 25 B 11 26 through 75 C 111 76 through 200 D 201 through 500 E OVER 500 BUILDING CODES l) National Fire Protection Association, NFPA No. 101, "Life Safety Code." 2) UNI FORM BUILDING CODE, Part VIII, "FIRE RESISTIVE STANDARD FOR FIRE PROTECTION." Chapter 42 -Interior Wall and Ceiling Finish, Section 4201-4203. SPECIFY: ROI FOi L "FLAME RETARDANT T64 ROOF SYSTEM" for assured quality and Fire Protection. Roifoil aluminum insulation products are designed for "exposed applications". If you're using FIBER- GLASS PRODUCTS, install½" drywall on the interior of the roof to eliminate a potential fire hazard. OWENS-CORNING FIBERGLASS recommends their products "NOT TO BE LEFT _EXPOSED". PRODUCT GUARANTEE ROY & SONS, INC., GUARANTEES: 1. Its materials to be free from defects when shipped or picked up at our plant. 2. The thermal performance of our materials when jnstalled according to manufacturer's specifications. 3. The flame retardant ratings of our flame retardant materials as set forth in our brochures. O;· To replace defective materials upon return of the defective materials. ROY & SON, INC., DOES NOT GUARANTEE: 1. Materials not labeled flame retardant to have flame retardant specifications. 2. Non-flame retardant materials against smoke contribution and/or fuel contribution. 3. De-laminations or condensation of-materials when installed under a ceiling or roof that is not dry. (Moisture reading must be under 10% for 7 continuous days before installation of materials.) I ,, ,1 -, . ,_!I':; .. v:: ,\ ;',, ' f,' ,,;": ; ::·."-, ,. .• i;\-.,: .. t.-,., ·. ,. ,, .,, ··~· .' . i.·. ' 1 .' '" '·· . . ,· ! . . ~-, ·. ' t,. _. ' ' ,, i ' ' ' . ' ., -~ ... ' • '--,,- ' ' . ;_· -' t·· . ,• . .. ,.' . l- l ··i ""··. • •. -;, : -0 ~ i' I IJ\f ~ -1 _1 r-·~ 0 "' ll ~ ,!, o'ir c:; Cu -k ' < Z-~47iE~oo ') NC'\" E_ ~ '5, ~ ~ "f' L 1> :-:-( 0 <,,, I _"T ~ C ~....,..ci'?r,._:~,~ ,--=:, NoT<-'r-1 ( 2 -It 4 T, L i:_0 ,:, ••·· 1 ) // ... -('-......._, ( ..... " ·-...... ' • I ··-.---,,, -"'' ot> ,:,'f b, s,,...., "1 No ,c..1-1' ~ (''$ ~ c;, """De,-r .. ' .,: ,;" ) Ll I I I I I I I .I I I I i t , I I j 4' "'=>'-"~-to\, ... ·,-,.."-"-~ 'Z~~~~_<c._<.:,>~ ... :H,, __ LT~~~-,;;01. +T§.,_ ! '-----' i -L_-,-. ----_,.·~-:__ -' -~.: -~ ---.-, -~~--&'.: l __ .(_+-½(..., lflit==1!!1;;=~==;;;.;;=#i :;;;;;;,;;;;;:..:..:;;;;..:..:;;;;;;.:,:;;;;;;..;;;;;;;;;..;;;;_,;j;;;·, ;;;;.;;;;;;,;~~~;;;;.,;;;;;;;;;); ,111...;;;;;;;.;.~.,;;:;.~ .. ~-~:;.;;;;:;;;;;;;,, ~,,,>L~ C" =~-"'" I-- #1,,.N'-~Olt. 'S1",G.\.....,_ l,.'5,..) ...-------~ fr4:. ;~--l 9 ~ ~/-z_. ____________ , ?,Q'·Q_ ·--· ~ -· '20'· ,:,~ ___ l ___ ·_ ·- l't..,'I. ~~eii ->r~·- C'o •# r_ ,,.I•'? Of />,1>:,c,._.,...,~<;I. .. ;,,, "'S ""'· "' I.. r, ~I: "'.,.. s l>t,. t \...,;: ~ C. L- o ~ ~ ~ l.Q,,_. . Po.,..,-.> M :>1' \:-,i o-r<." • --·1 i ,. --·-·---·Bo-\ 3/e,_ -===-.. --· l .. '2,?' C, .,_ --··· ' i ---------· --- ' J ',;,. .[.. •'>,;, -·-·-· .. -----_, ~~ -·-·- I ; 5~ '--' ,,,_ __ ,,, I . i .... Ff-I \'\I'\(.t>L voor<-. ,...,1--..·.:..l,-'~11!:. DJ::'TA '- --=-:... ~-.=--:; ----·· ----~ , . ' ~ 0 ' .. ... ,>ii;' ·~ ' .. ' .; G'::o O '-0 ·~------. ---- ·' () ~ ! ·-----· --·-==~--~-~--~--~--~-·~· .. -----··· .. ~ ------.. -·-· ' ' ' \A.O-<"',O "-IG i\1,,."'"I· • C~i;,,_,:~ •o ... ·•,;,.r 14-o, oo~~ c:. .. . ,: ... .. -~-·--,-,-J' • ,, • ..:: ,, ··.t'f .';-', .• ' ' .-~' ' ' . . :{~; > . ~?-\:)~t-.' '' ,. '·,: '-:: ' . ·. -...... .. -"'l.J -~ ~.:· ',j, • . ,-., ,,,;i -~ -1 ~ :·-,:_;-"~ ' ' ''. ,.:..½.·,<-.. ;~ :,P! -~ .-,. . . ,,,.,,. '•' ' ·, ., ' . . ,· ,,... . .;,i. '.'' , ' . . •· -~ -'' . -,,} ••• , ·';, ; J . . .... •·. ; . '" .. . ,,, ,' .-·.',. f ", -.-, , • . \ .~ ·». ·1 ' ·-' .... .. . ' ' ' .,·,.u _,.) .. ~J :. ·'.. ' . ,, 7 -1 % '"" \JE._..,, ,._ A-.:V'LJ: 2 9 I ,,.l-c.. r .(Y\ . ,( ,-..;.. .,.. = .\ ~ 1)::~00 _C,..__i 1 '°?e:14. 3-cMi.._,. (. ~c~ 1 L~.:_._,._.p ,• ... •'1\ .,~..>, '"'"' 'l;>t\""-''S) 'SANCO t,..i~11'-1aE~H..\q ,twc.. 1' A LLe,11:ooK, C..b.l.11", (1'28,'Z!o,) t' 0 Ll NOP., I O.N / l?LA N.. S I . : .. __ ..... . ;i. .'{j .. j ,, .i , i .,. .. .. \ . • \, C -~~, • .,.·•-:-\; ; :-: + \. .;_, . . , -;;, . • .-h, .. · . \·-: / . ' . ·~ ' ',' ' . ' ' ' , .. -.. ; ,., I •