The URL can be used to link to this page

Home My WebLink About1890 RUTHERFORD RD; ; CB983843; Permit04/13/1999 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project THle: Applicant: City of Carlsbad Building Permit Permit No:CB983843 Building Inspection Request Line (760) 438-3101 1890 RUTHERFORD RD CBAD INDUST Sub Type: 2121202900 Lot#: $1,453,566.00 Construction Type: Reference #: ORIG PCK EXPIRED-56,559 SHELL ORIG PC~7346Q/ ~;,op 47 VN CB973460 Owner: Status: Applied: Entered By: Appr/lssued: Inspect Area: ISSUED 11/09/1998 RMA 04/13/1999 DIVERSIFIE:D PROPERTIES 1770 GILLESPIE WY STE 101 92020 619 449-7881 I 8S14 04/13/99 000101 C-PRMT . I .S\"' / ~/.l ~~ ~ \~~· \ Total Fees: $89,339.07 /trota.1/Payments "fo,?l:'.>pte~\~~$2,981.00" 0 Balanpe Due: $86,358.07 ~ \ :-----. \ ,-,, ' ~ ~ ~ \ i7 / Date: Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Im sition" f fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must .follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing fn accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely foll6w that procedure.will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. 1 You are her!:)by FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 86358-07 V5/lt PERMIT APPt:ICATIDN FOR OFFICE USE ONLGI) ~ l / PLAN CHECK NO ._q~&,=-.:> ....... ~ ..... '-r--_::..J_ EST. VAL --------r'r;::~ 2075 Las Palmas Dr., Carlsbad '(760) 438'-1161 1. PROJECT'INFORMATION //390· 'J?tA#J--f;,-.ol ]2 C)q oi Address hnclude Bldp/S~te I) 02 Legal Oescr1pt1on Lot No. .SubdivillOn Nll"'9/Nurnber Unit No. Pnase No. Total , ot units 2./Z ... /2.D_ -4 2 · · Proposed Use I of 8eclrooms .. II of B1tnrooms Name AddrNS tp3· L.,.e,..s. 7.3/V. , City ,a. "2.-Pt:::> Stete/Zip Telepr,one, Fax" .3. APPUCANT . CJ Comractor CJ Agent for Comm:tor .. CJ OWMr-::'.~CJ Agiini'icir ~-... _:so:::;;-~~;;; .. C: /-1 '9 2.1 2-/ S:3 ..5-o~~t;;; Name /770 Name · Address ·s. ·CONTRACTOR• COM;ANY NAME .. -· ........ :· Telephone, (Sec. 7031.5 Business.end Professions Code: Any Citv or Coumv which requiree • parrnit to COllltrUCt, alter, imProve, demolish-or rapeir any strUctUre, prior to Its issuance, also reauires the applicant tor such permit ta file a signed etetement that he· is-lic:enatid pursuant ta the provisions· of the Contractor's License Law [Chapter 9, commendinp wltti. Section 7000 of ·Division 3 of the Blllinnl and Profnsiona Cader or that he ts exempt therefrom, end the bests. tor the alleped exemptia_n. Anv violation of Section 7031.5 by any.appliclnt far a permit IUbjects the ·applicant ta • civil penalty of not !"Of• than five hundred dollars I 9500)). u~n~~ ~s~e.--l?Cf>-""1 . 177D &-il4a&lc £.....Jot) ·¢/o 3 /{1~,~ C.;:/ ~/9-~~7'-r?-S1/' Name . L/,.3. J · Addrns · · · City State/Zip Telephone I State License I L/{q1 I . LiceNe Cius-,-----------City 8ueineu LicenH I ______ _ .Designer Nam.e. State License I _;=.....:...;=--------- 6, WORKERS' COMPENSATION Addrns· City Workers' Cam1>ensatian·Declaratian: I hefeby affirm under penalty of perjury-one of the following cleclafl!tions: State/Zip ·o I have and will maintain e·ce"ificate at consem ta Nit-insure ta; _k .. ' compeniation es.provided by Section 3700 of the Labar Cade, far the pertarm,nce of the work for which this permit is issued. O I have and will maintain workers' compensation, es reQUired· by Section .3700 of the Labar Codi, far the performance of the work tor which this permit is issued. My, worker's compensation insurance carrier Ind policy number are: lnsurance·Comp1ny ---,-..,...a--...,.....,.......----------------Policy No .. ______________ EllP,irltian Date ______ _ (THIS SECTION NEED NOT ·ae COMPLETED IF THE PERMIT IS FOR ONE HUNDR!P DOLLARS lt100J OR LESS) 0 CERTIFICATE:OF EXEMPTION: I Cfflify that in·the performence of the work 'for which this permit ia issued, I lhell not employ eny person in eny manner so ea to become subject-to the Workers' Compensation La-of California. WARNING: FaUure to -ll!IO'kers' -..,..lion co--,. Is unlawful, and ehel eull)ect an employer·ta ~ penaltiu end clvll-fine• up ta -hundred thousand dollar• 1*100,0001, In addition ta·the COit of compeneation,.....,.. • ~ fDt In~ 3706 Df the LallDr code, int.Nt and e,norney'e fNs. SIGNATURE _______________________ ....._____________ DATE...., _______ _ 7 .. OWNER-BUILDER DECLARATION . . . ' · "·r . .... . . ,~t·., ... ·:t•·~-.... · • ·· · • 7n: ·· · ·1 hereby affirm-that I em exempt from-the Contractor's·License Law•tor the following rea1on: · 0 I, as owner of the property or m_y 8fflPIOVNS with wage1 as thei; IDie compensation, will do the work ·and the ltrUCtwe Is not intended or offered tar Ale · !Sec. 7044, Busineu ind Prafeuioris Code: The· Contnctar.'1 Licanee Law dalll not apply to en owner at propeny who buildl or lrnprovas thereon, and who does such work hin,1elf or through his awn~. pJDYided that euch lmpravem9nu ere not.Intended or offered.for Nie. If, however, the building or Improvement Is sold withiri·one VHr of completion, the o-r-bullder·wlll heve the burden of praving·ttllt he did not bullch,r ~" tor the purpoee of Niel . . O I, as owner of the prope"y,.am ~xciusively contracting with lice,nud contractors ta connr~ the project fSec. 7044, 8ueinn1 and Pratenions Cade: The Contractor's License Law ~ not apply ta en a-of propeny who builds or improves thereon, end contracts far euch projec:ts with cantractorla) li-.cl pursuant ti:> the Contractor's Lie-• Lewi. · O I am·exempt under Sectian _____ BulillNI and Protnaions Code tor this r~: 1 . I personally plen ta provide the major labai end meteriels for construction cif t~ prapoHd pro,,.ny 1,npi'ovement, CJ YES CJNO 2. I !have/ have natl sipn1d an appliCltior) far a building permit tar the prc,poud work. 3. f··have contrl!cted with the fallowing porsan lfirm):ta provide the prDPOHd construction finclllde Nffl9 / liddrNS / phone number / contractors licenee runber): 4. J plan·to pravidepa"1ans of. the -k. but I have hired the follawmg.penon to coorilinete, •11!*¥iH and provide the major work linclude name/ adclrees / phone number./ contractors licenae·nunjberl: ...... · ___________ ...... ___ .....,,._......, ___________________________ _ 5. i will pravi!H 1ame of the, work, but I heve contracted lhifadl the following perJDN to provide .tt-work indicat111d flncludl naffl9 / addrn1 / phone number/ type of w9rk):.., .. _______ ..,,.. __________ ,__,,_ ...... _...,. _________________________________ _ .f'ROPERTY OWN.ER SIGNATURE _____ ...,.. _______ .....,. _ _.. ___ ...,... __ ...,..._ DATE _________ _ 'COMP~ THIS SECTION·FOR NON-lilSIDBl'1Mf IUll.DING ;11iii1Ti{ONLY-~.:-,:-=-~-;-......,.....,·, ".-,-.--,:~~--·~;_.,,.,_._ 1 '"':''~·.~ =· '· ... , ·· . · . •,·• ·--·· . .. .. •••. ' . ·is the applicant or future building occupant ,.,;,.ct ta lubrilit • busiMu ....,.., acutlll', tlalirdDUI ""'erielt. ,.giltration form or risk management and prevention ,progrem under _Sections '25505, 2~533 or 25534 of the flNlley. Tenner Hauraoue &ublt8Me ~ ~7 CJ y~ . CJ NO Is the applicant or future building occupant requirecl to abtein a.permit trannhe eir pollution !)Offlt.DI distri_ct-or 1ir quality management district? O YES O NQ Is the facility to:be constructed within 1,000 tnt of the outer boundary of e school'lite7 · CJ YES. CJ NO IF ANY OF THE ANSW~RS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT.BE ISSUED:liNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES-ANO THE AIR POLLUTION· CONTROL DISTRICT. :8,. CONSTRU9TION LENDING-AGENCY ·.' ... · -·-···· ----c------.--; .. -~--:~"'":'""''···-"-" ,~ ~ -·--·~· ~-.... ·-··-·,·· .. . ... I hereby affirm that there is·.• construction lendinp:•oencv tor the performance of the work for which this permit Is issued fSec. 30971i1 Civil Code). -LENOER1S NAME _____ _._ ____ _,,.___ LENDER'S ADDRESS ______ .....,. _________________ _ r9, APPLICANT CERTIFICATION . . . . '-···---=-----.... -.----·--';-i'"·,-~-,~--: .. ,.,. ~~-"C·. ··~·s_r•f-•"· ,..,...,-.,., .. -... ·~"'."':~•,·,~ • I certify that I have read the_application· and state that the above information Is correct ind that the lnformjtian lifl the plans is eccurate. I agree ta comply with all .City ordinances ind State law,; ralatinp to buildinp canstructiDn. I hereby ,uthorize. reprnem~ives of the Cltt of C1rlsb1d tQ enter upon the ilbove menttoned property for inspection purpoi.,as. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF ·CARLSBAD AGAINST ALL LIABILITIES. JODG"1ENT_S, COSTS AND.EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAIN$T SAID CITY IN ·coNSEQUENC~ OF THE ~RANTING OF THIS PERMIT. OSHA·: An OSHA permit is require_d for excavations an; 5'0" clffp'and demolition or constructiOn of structures.aver 3-stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code sti=II expire by limitation and became null and void if the building or worl'.authorized by such p11rmit is-not.commenced within 385 days fra·m ~ dit.e of such ~it or If the building or work authorized by such permit ,s suspended or •_bandon!ld at any time afJ,er the w ·s commenced tar a period of 180 days ISectian 108.4.4 Uniform Buildinp Cade I. DATE _/,...._1/,_-__ 9_-...... ~~~=---~ PINK: Finance ;.. 04/13/1999 City of Carlsbad Sewer Permit Job Address: Permit Type: Parcel No: Reference#: Project Title: Description: Permitee: 1890 RUTHERFORD RD CBAD swow 2121202900 Lot #: CB973460 CRC LOTS47 56,559 SQ FT SHELL BUILDING TURPIT & PARTNERS ARCHITECTS 6308 LUSK BLVD # 200 SAN DIEGO CA 92121 619-535-0606 Total f~es: 47 CITY OF CARLSBAD Permit No: SE970225 Status: Applied: Issued: Expired: Entered By: ISSUED 12/15/1997 04/13/1999 MAM 8510 04/13/99 0001 01 02 C-PRMT 30412-00 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 ( City of Carlsbad Inspection Request For: 11 /18/99 Permit# CB983843 Inspector Assignment: PS --- Title: ORIG PCK EXPIRED-56,559 SHELL Description: ORIG PCK 973460 Type:'INDUST Sub "fype: Phone: 6192472980 Job· Address: 1890 RUTHERFORD RD Suite: Location: Lot 47 lnspector:~S APPLICANT DIVERSIFIED PROPERTIES Owner: DIVERSIFIED CARLSBAD 47&48 L L C Remarks: RESET FROM WEDNESDAY Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs lns~ection HistoQ! Date Description 11/17/99 89 Final Combo 11/4/99 34 Rough Electric 11/4/99 39 Final Electrical 11/3/99 39 Final Electrical " . 10/8/99 14 Frame/Steel/Bolting/Welding 10/8/99 34 Rough Electric 10/6/99 17 Interior Lath/Drywall 10/6/99 34 Rough Electric 9/27/99 17 Interior Lath/Drywall 9/23/99 16 Insulation 9/23/99 34 Rough Electric 9/21/99 14 Frame/Steel/Bolting/Welding 9/21/99 17 Interior-Lath/Drywall 9/17/99 14 Frame/Steel/Bolting/Welding 9/17/99 14 Frame/Steel/Bolting/Welding Requested By: JACK WILLIAMS Er:itered By: CHRISTINE Act ·comments Act lnsp Comments NS TP RESET FOR THURSDAY PA TP HOUSE MTR REL WC TP NS TP AP PS CAULK AT TOP OF WALL AP PS AT SOFFITS co PS co PS AP PS AT STAIRS & ELEC RMS ONLY AP PS STAIRS & ELEC RM AP PS AT LOAD DOCK CEILING PA PS AT 2 STAIRWAY OK TO INSULATE WC PS AP PS MEZZANINE NAILING AP PS • .,,,:.-Clbof·Carlsbad ·~ ·; Final Bulldlna Inspection .,~-., D~pt: Building f 'lj;pf,r~n~g Planning CMWD .,..~.!Lite Fire Plan,Check #: Permit-#: Project Name: Address: CB983843 ORIG PCK EXPIRED-56,559 SHELL · ORIG PCK 973460 1890 RUTHERFORD RD Contact Person: JACK WILLIAMS Phone: 6192472980 Sewer Dist: Water Dist: Date: Permit Type: Sub Type: Lot: 47 !al Te'cl'il"" "1';\! ,,,.....17"1\ il'b.ll:a .It'..! -~! t.:,,,!!,Ji ~:;~:~ l Ei'JQl!\li;:~RING Di;_PARTl'v1,&tu _, 11/17/99 INDUST ·i;~:~~·~i;,····· ............. i:~~=~:··;;;~·~~·~··~~~:~~~,·~;~~:::~~=:·=· Inspected Date By:. Inspected:-'--____ Approved: __ Disapproved: __ Inspected Date By, __________ Inspected: _____ Approved: __ Disapproved: __ • I. 11 I I I I I I I I II 111 I I 111 I I I I II I I I II Ill II Ill I I I I I I I I I II I II I 1.-11 II I I II i I I II I I I II lal I I I I I 111 al II ilill Ill I I I I I I I I I II I II I I I II I I I I I I I I I I I I I II I II I 11 I I I I I I I I I II II I II . Comments: ________ ....-i, ____________ ...,.... _________ _ cnv or Carlsbad · Final Bulldi·nu lnspacuon · Dept: Building Engineering Planning CMWD St Lite (Fi@ Plan Check#: Permit#: Project Name: Address: CB983843 ORIG PCK EXPIRED-56,559 SHELL ORIG PCK 973460 1890 RUTHERFORD RD Contact Person: JACK WILLIAMS Phone: 6192472980 Sewer Dist: Water Dist: Date: Permit Type: Sub Type: Lot: 47 11/17/99 INDUST •11Jl11111 Iii••••••• 11111111111~1••••••••••• 1111111 I 1111111111111·········~11111111111111111111111111 Ill Ill II 1111111111111 I Ill Ill ••••••••111111111111111111 • ~;:pected a I .buciv Date u/ 11/q1 Inspected: Approved: K Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ........................................................................................................................................................... Comments: ______________________________ _ CIIJ 01 Carlsbad · Final Building 1ns1action Dept: Building Engineering Planning CMWD 8lldlt> Fire Plan Check#: Permit#: Project Name: Address: Contact Person: Sewerbist: CB983843 ORIG PCK EXPIRED-56,559 SHELL ORIG PCK 973460 1890 RUTHERFORD RD JACK WILLIAMS Phone: 6192472980 Water Oist: Date: 11/17/99 Permit Type: IN DUST Sub Type: Lot: 47 ................................................................... ,.,i····································11··············································· lns_p~~ Date \\-e Approved: L_ Disapproved: __ Inspected: By... - Inspected Date By: -. Inspected: Approveq: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ 11111111111111111111111.III 11111111111111111111 ••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••111 I 111111111111111 II 1111111111111111 Comments: ________ ----------------'------------- J. WILLIAM COX, M.O., Ph.D. 01RE_CT0R DEPARTMENT OF HEALTH SERVICES (8191 2311-2237 1700' PACIFIC HIGHWAY, SAN DIEGO. CALIFORNIA 92101-2417 STEVENA. ESCOBOZA ASSISTANT DIRECTOR (8111 2311-7833 HAZARDOOS MT£RIALS QUESTIONNAIRE New State law, effective July 1, 1989, (AB 3205, Chapter 1589.-Statutes 1988) prohibits a City or a County from 'issuing Certificate of Occpancy if a business will handle Hazardous Materials unless the business has met or is meeting the requirement of a Business Plan for Emergency Response with the San Diego County Department of Health Services, Environmental Health Services,. Hazardous Materfah Management Division. The new law may also prohibit the pennittfng of a facility handf·ing Acutely Hazardous Materials to be constructed within 1,000 feet of the outer .boundary of a school (K thru 12) 1,1nless first meeting the requirements of a Risk Management and Prevention Program. To detennfne whether your busf·ness fs subject to these new requirements, please read and complete this questionnaire. If the answer to. any of the questions below is yes, applicant 11t1st contact the Hazardous Materials Management Divfsion, 1255 Imperial Ave ••. ~rd Fl •• San Diego., CA 92138-:-5261. Telephone: (619) 338-2222 •• YES NO 1. [ ] L)-J 2. [ ]~ 3. [ ] t)c,J 4. [ J [,N 5., [ ] [)'] 6. [ ] [?CJ 7. { ] [/] 8. [ ] ['fl Telephon)f' l\i U,10,) t't - State Zip q '2.o 2s:::::> Will your business activity generate Hazardous Waste tn liny quantity, in any physical form (solid, 1 iquii, gas)? Wi.11 your business at any one time store, use or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds or 200 cubic fee·t of compressed gas? Will your business store, use or handle Carcinogens or Human Reproductive Toxins in any amount? --...._ Will your business store, use or handle Gases with Threshold Limit Values or Time Weighted Averages of 10 parts per mill ion ·Or less-? Will your business use an existing .or install an Underground Storage Tank for Hazardous Substances or Hazardous Wastes? · Will your busin~ss store, use or handle Acutely Hazardous Materials? If your business will be handling Acutely Hazardous Materials, will your business be located within 1,000 feet from the outer boundary of a school? Is your business listed on the reverse side of this fonn? Printed Name ·Of Owner or .~thori~ed Agent> Estab. # [ ] RMPP Completed H Distribution: Original and 1st copy to DHS-HMMD. 2nd copy to Applicant. 3rd copy to -:-Re_v_i_e-we-d-By~-_________ D_a_t_e __ ...J..._R_e __ v_i e_w_e_d_B_y...,_,__ __ ...,..,. _ _,D,_a_t_e~-------t City/County Pl an Check IN-3140 (8-89) ~---· . ~ ' .. •. LIST OF BUSINESSES IIIICH REQUIRE REVIEW All> APPROVAL FRCJIJ 11fE HAl.ARDOUS MTERIALS MMGBENT DIVISION AUTCNJfIYE BATTERY MANUFACTURING BOAT YARD CAR WASH DEALERSHIP, USED CAR: OIL AND SAFETY KLEEN DEALERSHIP, NEW CAR: MAINTENANCE AND PAINT MACHINE SHOP PAINTING RADIATOR SHOP RENTAL YARD EQUIPMENT REPAIR, PREVENTIVE MAINTENANCE REPAIR, MAJOR OVERHAUL TRANSPORTATION SERVICES WRECKING AND RECYCLING IETAL MORKING ENGRAVING FI~ISHIN~-COATING, ·PAINTING, FLAME SPRAYING , -1 FOUNDRY MACHINE SHOP~DRILLING, LATHES, MILLS (NON-AUTO) PLATING, NICKEL: CHROME, COPPER, ANODIZING PLATING, SILVER~ GOLD PRECIOUS METAL RECOVERY ; PREPARATION, CHEMICAL MILLING, SAND BLASTING, GRINDING 0 STEEL FABRICATOR WROUGHT IRON MANUFACTURING CIEIICAL IWIJLING AGRICULTURAL SUPPLIES CHEMICAL AND LABORATORY SUPPLIES COATINGS COMPRESSED GAS SUPPLIER DRY CLEANING GAS STATION/UG TANKS ONLY INDUSTRIAL LAUNDRY '\ l 'f' •• l,. J aEN!CAL HMDLING (CONTIIIJED) LABORATORIES, NON-BIOLOGICAL OIL AND FUEL BULK SUPPLY PESTICIDE OPERATORS PHOTOGRAPHINC PROCESSING POOL SUPPLIES POOL MAINTENANCE PRINT SHOPS ROAD COATINGS SWif,f,1ING POOL TOXIC GAS MFG TOXIC GAS HANDLER ELECTRONICS ELECTRONIC COMPONENTS MFG ELECTRONICS ASSEMBLY AND SUB ASSEMBLY PC BOARD MFG OTHERS AM> MISCELUNEOOS P,.SPHAL T PLANT . · ; · , CAL TRANS , ~-~IN!Ct, QIALY,SIS.,CENT~RS n·NFECTiqus WASTE). CO-GENERATION PLANT . . HAZARDOUS WASTE HAULERS HOSPITALS LABORATORIES, BIOLOGICAL ROCK QUARRY SAN DIEGO GAS AND ELECTRIC TELEPHONE COMPANY AEROSPACE AEROSPACE INDUSTRY AIRCRAFT MANUFACTURING AIRCRAFT MAINTENANCE, COf,tlERCIAL AIRCRAFT MAI·NTENANCE, CIVIL 1 I j )' . ~ ~ . ,; . r .... . . ... . M TO: FROM: DATE: SUBJECT: RE: NMAJOBNO: E M 0 R A N Paul Smith, City of Carlsbad Mark Knox, Nowak-Meulmester & Associates September 9, 1999 CRCLot47 Roof Sheathing 97-044.01 D u M On September 3, Nowak-Meulmester & Associates conducted a site visit to inspect the work completed on the project. The roof was 98%-sheathed and nailed at the time of the visit. The work performed was done well, and we did not see any structural problems. Jack Williams informed us that during your roof inspection you questioned the gap between the sheathing. We could not locate on the plans or in the code were the 1/8" gap is required. The gap is a good construction practice for keeping the roof flat and to keep the buckling to a minimum. The contractor informed us that the sheathing was installed with the gap. At the time of our visit the sheathing had been installed for several humid days no buckling of the sheets was visible. Technical note (No. X480) from the AP A states "The absence of a gap during later inspection may be indicative of gap closure, rather than an absence of a gap during installation." See attached technical note. We do not see any structural performance issues with the current installation of the roof and do not see any reason why the contractor should not continue with the roofing process. Additionally, d~tail 14 on S9.1 shows hurricane straps on the bracing for the parapet, but the note says A35 this is a type-o and should say H2.5. If you have any questions please contact me at (858) 536-5166. Sincerely, Nowak-Meulmester & Associates roj ect Engineer Mark Knox Cc: Gary Potter, Turpit & Potter Arch. Jack Williams, Cornerstone Const. File rincipal Bob Nowak, SE M TO: FROM: DATE: SUBJECT: RE: NMAJOB NO: E M 0 R A N Paul Smith:, City of Carlsbad Mark Knox, Nowak-Meulmester & Associates May 17, 1999 CRCLot47 Wrapping for pipe under footing. 97-044.01 D u M The storm drain pipe that goes under the grade beam at grid B.5 & 5 should be constructed per detail 4/S 1.1 with the exception that the pipe may be wrapped with 2" of compressible material in Heu of the plastic sleeve shown. If you have any questions please contact me at (619) 536-5166. SinceteJy, Nowak-Meulmester & A~sociates Cc: Gary Potter, Turpit & Potter Arch. Jack Williams, Cornerstone Const. File · rincipal Bob Nowak, SE Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974, ARCHITECT 1u.12PI~ P~-OVGR5 FIELD REPORT ,AVAILABLE: SOIL REPORT (Y) (N) APPROVED PLANS· Y Nf FOR WEEK ENDING ?-~Lqq ENGINEER _Nt)~~K .-;vl&ViL~~ REPORT NO. CONTRACTOR (),0rc~-s~ PLAN FILE NO. SUB-CONTRACTOR -H+-K PROJECT NAME Lof le- Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 SPECS (Y) (N) APPROVED SHOP DRAWING (Y) (N) REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAUMTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS . IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSINGMTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFI<:;IE~CY, YOURS ORA PREVIOUS INSPECTOR'S, IS. CORRECTED, SO NOTE-ON THE 0RIGIN~ DEFICIENCY REPORT-AND ... · SUBMJ:[~ CQPY .. WIJ:I:J: YO.UR WEEK'.S.REPORTS. ¾·7 . dine. . CONTRACTORS EQUIPMENT/ MANPOWER USED: ---------- . AREA. GRID LINES, PIECES OBSERVED': SAMPLES TAKEN: ~ TEMPERATURE: TESTS REQUIRED: SITETIMEFINISH: \ LOQ e~- LUNCH PERIOD: _______ _ _ .. _ ----·---TRAVEL TIME:..,.-::-:--.=--""··=--~--= .. ··=·=----~ " _,, .. ,, ---· ~,. ,' -; ~ I 16)_ . i1s~ °\ Date of Report · ICBO Certification Number Print Name City I County Certification Number Rev: 7197 Corporate Offlca 2992 E. La Palma Av~ .• Suite A Anaheim, California 92806· Tel: (714) 632-2999 Fax: (714) 632-2974 : TYPE OF WORK ARCHITECT . ENGINEER . CONTRACTOR SUB-CONTRACTOR INSPECTION ADoRess /? 1 r 1 ,0 1 · }&6>0_ ~~hw r~ N.A. FIELD REPORT AVAILABLE: $OIL REPORT (YI (NI APPROVED PLANS Y. • NI REPORT NO. PG _PLAN FILE NO'. PROJECT NAME o1 Lf-f Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 SPECS (Y) (NI APPROVED SHOP DRAWING (Y) (N) PROJECT. NO. 4 14'7-C<:fl ' OF I PERMIT NO. / REPORTING REQUIREMENTS: ICBO FIELD INSPECT'ION MANUAUMTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS . IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOUR1l OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THl:l ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. • CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA. GRID LINES; PIECES OBSERVED: ··, . i STf\UCTUAAI. NOTES. DETAIL, OR RFIS USED: i ! REMARKS, /NCI.UDING IIE~N(iS:, WEATHER: TEMPERATURE: : SITE TIME START: 7i OD ,AN\ LUNCH PERIOD:-.,....---.,....---- SAMPLES TAKEN: SITE TIME FINISH:_~..__l}_O__,,Q.,_.p~--=IV\-1- TRAVEL TIME:-,-------'--- ..,, I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH AND/ OR THE APPROVED PLANS, IFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE SI 1 ]1199 v] Signature .$1t:w) Date of Report Print Name ICBO Certification Number City / County Certification Number Rev: 7/97 Corporate Office' 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 . TYPEOFWOR~ ARCHITECT ENGINEER CONTRACTOR: SUB-CONTRACTOR FIELD REPORT ,AVAILABLE: . SOIL REPORT (Y) (N) APPROVED PtA~ (~) FOR WEEK ENDING . -"VI_All : '5 -&J"t:J,., ,-, REPDRTNO. PG PLAN FILE,NO. PROJECT NAME 'k-tY1-· 4-d- Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) .735-5060 Fax: (760) 735-8979 SPECS (Y) (N) APPROVED SHOP DRAWING (Y) (N) PROJECT4 7 46 -OC) OF ) 1 PERMIT NOBA ..g 3 8 l.f .:) REPORTING REQUIREMENTS; ICBO FIELD INSPECTION MANUAJ.JMTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NONaCONFORMING WORKKf THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND , SUBMIT A COPY WITH YOUR WEEK'S-REPORTS. . . Is. ' STRUCTURAL NOTES, DETAIL, OR RFIS USEO: 6, 5-1 6 'S -7 .le.v:. ifu,..,~h_ SAMPLES TAKEN: TEMPERATURE: TESTS REQUIRED: LUNCH PE.RIOD: ----~---TRAVEL TIME:--~----- I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF. THE WORK l:.ISTEO ABOVE ANO THAT THIS WORK COMPLIES WIT HE OIL INVEST! ION RECOMMENDATIONS, ANO/ dR TH APPROVED PLANS, SP IFICATIONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWI _,NOTED IN THE DEFICIENCY REPORT 5 I J;O /199 9. Date of Report ICBO Certification Number City I County Certification Number Rev: 7/97 ,, • J' i'.'"7;,r·,-.,;,---, - ~4':, --:_1 __ , t , j ,: i ~.;;::;. .... ~.....-~ . T~~--.,,J ~.~...:..~ -----~~--,.. .... ~,.---i,., ~'ii' _.,, .. .,, ,;-.. -~~-r~:... ;-- 1 ':.. f;: 'f..~:: :_ f{~l {_:> .' 1?l) 11 \ I "\ ~ii.-, 1~ ,,-)'\' ,.., ,~-, J.1'/<;. -,..\.-·) ,I ~ , 11~,1~·½ r·,,,(~,.-i I, .) ·-·, ""1·. -·-i,'1 1;, ·' .J . I ~ I. -~ ":f _ --'-~·,,._,J-:, /--'c-aJ .. j I i ----i ' -, -: I_ ,, ·,1 n/ •.=:? --,_,. ,, Corporate Office 2992 E. La Palma Ave., Suite A . Anaheim, C~llfornia 92806 Tel: · (714) 632-2999 Fax:_(714) 632-2974 FIELD REPORT Branch .Office 904 Rancheros Drive, Suite L San Marcos, California 920.69 Tel: (760) 735-5060 Fax: (760) 735-8979 lYPE0FW()RK OTECHNICAN AVAILABLE: S.0ll REPORT (Y) (t') SPECS (N) REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALJMTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFOR.¼ING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATIACHA DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE·ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT ACOPYWITHYOUR WEEK'S REPOIITS. . AREA, GRID LINES, PIECES OBSERVED: REMARKS, INCLUDING MEET1NGS: WEATHER: ..s~ ,_);.) 'I SAMPLES TAKEN: /J / 4 . TEMPERATURE:tA;Jj -7o j TESTS REOUIAEO: tr/J 4'/1-L- SITE TIME FINl~H: :Zt If) 0 TRAVEL TIME:--"--=~'-------'--VERIFIED BY: ________ _ I 00 CERTIFY THAT I HAVE PE~SONALLY OBSERVED ALL OF THE WORK LISTED ABOVE ANO THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND-tOR THE APPROVED P. S, SPEC !CATIONS . D APPLICABLE SECTION OF THE BUllOING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT . ~<:77 ? ,3 I 79. ~s-s-,~ Date of Report 1 Sigoatu ICBO Certification Number Print Name City/ C~ty ~rtiftiion Number Rev: 7/97 " ' -- Corporate Office 29~2 E. La Palma Ave~, Suite A Anaheim, California 92806 Tel:. (714) 632-2999 Fax: (714) 632-2974 FIELD REPORT Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 · TYPE OF WORK INSPECTOR ?Je2,.,cJ ;~ ~- OltCHNICAN (NJ -REPORTiNG.REQUIREMENTS: ICB6 FIELD INSPECTION MANUALJMTGL SOIL. MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF TIIERE IS NON-CONFORMING WORK ATTIIE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATI'ACH A DEFICIENCY REPORT w'HEN A DEFICIENCY. YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED, 1:,0 NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR ([NCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): - fJU .d'74{EZ... d?2c;t:f: ..,,£tn,fHAJ ~ AREA. GRID LINES, PIECES OBSERVED: . REWORK As PERCENT OF ALL WORK I9DAY: WEATHER: ..S /,f .,,-/ ;J y PERCENT PROJECT COMPLETION: SAl.!PlES-TAKEN: ,,JI A- TEMPERATURE: ·7 v ;) TESTS REQUIRED: //'/J /,t/JZ_ SITE TIME START: 7 pa2,..j) LUNCH PERIOD/?-; )0 .. -/;'o ? > . , SITE TIME FINISH: _b.-;;.-"';,_J,c:__;~=-------- TRAVEL TIME: ._. ____ /,___,'a=-----------VERIFIED BY: -------- I 00 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE ANO THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AND/ OR THE APPRO D PLA , SPECIFICATI NS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT er-,.J9 ·, ff £'2s-tr Date of Report ICBO Certification Number PrintN~me ~ · City 7?au~ ckication Number Rev: 7/97 Corporate Office 2992 E. La Palma Ave~, Suite A Anaheim, California 92806 Tel: (114) 632·2999 Fax: (714) 632-2974 O·TECHNICAN FIELD REPORT AVAILABLE: SOIL REPORT (Y) (N) Branch ·omce 904 Rancheros Drive, Suite L San Marcos, California 92069- Tel: (760) 735-5060 Fax: (760) 735-8979 SPECS N) .REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAUMTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE rs NO/'l-CONFORMING WORK AT THE END OF THE WORK DAY. OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREV:IOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. AREA. GRID.LINES, PIECES OBSERVEO: Wf.ATHER: s U,,..l/J y TEMPERATURE: 7 O ( j 2. ~o -· SITE TIME START:--,_..,.....,r;_...:c.._*' ___ _ LUNCHPERIOo/...2-2c -l?o ~ ' ' . -- -e SAMPLES TAKEN: /J/ A- TESTS REOUIREO: V?JU~ SITE TIME FINISH: 2-).JC \ i \ -------.. TRAVEL TIME: --;L-...,~----.,.--VEijlFIEO BY: ________ _ I DO CERTIFY THAT !:HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS. PLICABLE SECTION OF THE BUILDING CODE. UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT <j-I .J( I ff ~5°"S6tf: Date ·of Report ICBO Certlf1Cation Number r3@1 City/ County Certification Number Rev: 7/97 Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 OTECHHICAN FIELD REPORT Bra11ch Office 9(14 Rancheros Drive, Suite L San Marcos, Califomla 92069 Tel: (760) 735-S0Q0 Fax: (760) 735-8979 (N) (N) REPORTING REQUIREMENTS: ICBO FIELD'INSPECTIONMANUAIIMTGL SOIL,,MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATIACH A DEFICIENCY REPORT WHEN A DEFICIENCY. YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. AREA, GRID LINES, PIECES OBSERVED: WEATHER: Sur-1 ,,Jr TEMPERATURE: 7 [) (_/ 2 ,,r')~ SITE TIME,START: ___ -"-r-_______ _ LUNCH PER1oo/Z; _] c ·-/,,. "o .: SAMPl~S TAKEN: ;J IA- TESTS REQUIRED: t/[/ £fAz, SITE TIME FI.NISH: ........ 2-~·'=.J_o_--,---- TRAVEL TIME: __ .£.,_.6..-:--. -----'--a-VERIFIED BY: ________ _ I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, ANDI OR THE APPROVED PLANS, ECIFICATIO AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT t , 1 , t( {rr~f D~te of Repcirt , ICBO Certification Number Je f' -City/ County Certiticltion Number Rev: 7/97 Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632·2999 Fax: (.714) 632-2974 INSl'ECTOR FIELD REPORT AVAILABLE: SOIL REPORT (YI (N) Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 SPECS (Y) (N) REPOR"i"iNG REQUIREMENTS: ICBO FIELD INSPECTION MANUAIJMTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS . · JFTIIERE JS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., Fill OUT AND A1TACH ADEFICIBNCY REPORT WHEN A DEflCIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON TIIE ORIGINAL DEFICIENCY REPORT AND SUBMITA COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAi.. TEST REPORTS): 1'9-.U,, .$7QZ. ,, ~.5" ~A-:.J /h>LJ 7 CONTRACTORS EQUIPMENT/ MANPOWER USED: · 1 caz-w6~ .. HPUJ.e>e . AREA. GRID LINES, PIECES OBSERVED: .=--77 -s- WEATHER: .$t,-AN I TEMPERATURE: 7 & _ 8'Q \_5 SITE TIME START:--...'-"=a-=!O"------ LUNCH PER1ool.?lb-/: t) 0 SAMPLES TAKEN: #/;9- TESTS REQUIRED: r ;:s ~/f'L -. .._ SITE TIME FINISH;..,.;;z~;,_:_s_o ___ _ TRAVEL TIME;_..._/2-'-'~""'oc.-____ _ VERIFIED BY: _______ _ I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE ANO THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS, AN_D I OR THE APP OVED PLAN , SPECIFIC IONS AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT ? ,25' ~'[ ~SSt8' . Date of Report ICBC Certification Number City/ County Certification Number .Corporaie Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 . Fax: (714) 632-2974 . . NSPECTOR FIELD REPORT 0 TEC!:i,NICAN ·" .. , Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: "(760) 735-5060 Fax;(760)735-8979 SPECS (N) ·moRTiNc RtQurREMtNts: 1cBo FIELD INsPEcnoN MANUAUMTGL soIL. MANUAL REVIEW PREVIous REPORTS AND usTS IF THERE IS NON-CONFORMiNG WORK.AT THE END OF THE WORKDAY, OR MISSING MtR;;,AND RFIS, ETC •• FILL our ANDATI'ACH A DEFICIENCY REPORT WHEN A-DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A.COPY WITH YOUR \VEEK'S REPORTS. · MATcRIALS:USED· BY l;ONTRACTOR "(INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): AREA. GRID llNES; PIECES OBSERVED: ~TRUCTURAI. NOTES. D~AIL. OR RFIS .!JSEu: ~-.:s .... WEATHER: ..5 ~/Vy TEMPERATURE: 7 {)-81:)/J SITE TIME START: .... Z .... -e,.;_"_~_D ____ .,... .A.J SAMPI.ES TAKEN: ///;9- TESTS REOUIREO: v?3'4'°& A-- "7;?c, SITE TIME FINISH:..a~-----v=----- LUNCH·PER1Qo12.:s o ·-1: 11 s TRAVEL TIME: ---_./4~.,....;:0:.._ __ ~--VERIFIED BY: -------- lcDO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK.LISTED ABOVE ANO THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS. AND/ OR THE AP. ROVED P. S, SPEC CATIONS AND APPLICABLE SECTION OF'THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT ~ Sig atu · ,lrA/2?7:r. PrintNare ' . ICBO Certification Number City.I County Certification Number .. Corporate Office 2992 E. ta Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 6~2-2999 Fax: (714) 632-2974 TYPE OF WORK INSPECTOR FIELD REPORT OTECHNICAN , AVAlt:ABLE: SOIL REPOIIT (V) (N) Branch Office 904 Aancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 SPECS (N) REPORTING REQUIREMENTS: ICBO FIELDINSPECITON MANUAL/MT<3L SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF'IHERE JS NON-CONFORMING WORK ATTiiE END OF TIIE WORK DAY,.OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND AITACHA DEFICIENCY REPORT , . WHEN A DEFICIENCY; Yb Oils OR A PREVIOUS INSPECTOR'S, IS CORRECTED. SO .NOTE ON THE ORIGINAI, DEFICIENCY REPORT AND . . SUBMIT.A COPY WITH YOUR WJ;i,K'S REPORTS: · AREA. GRID LINES. PIECES O~SERVEO: WEATHER: .s'/4~P 7 TEMPERATURE: 10 -9tJ IJ SITE TIME START:-.7,,__,,c-'" l?~'°----- LUNCH PERIOo/l:!.30-/,(n~ TESTS REQUIRED: /1'/~A-~ SITE TIME FINISH:-=-2-,:_J._o ____ _ TRAVEL TIME: --11-"-'":;_.;;;;0 ______ _ VERIFIED BY: ------------ I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS. AND I OR THE APPROVED P NS, SPEC! !CATIONS ANO APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT Sign ure J, t4/};e7J PrintName ' ~ ,.zz, rt Date of Report ICBO Certification Number Ci~s;rtificatlon Number Sep-14-99 12:32P Cotporate Office 2992 E. La Palma Ave .• ,· Suite A Anaheim, Callfarnla ~2806 Tel: (714) 632-2999 Fu: (714)632-297-4 FIEl,.D REPORT , AYAI\Allf: SOIL A~T (Y) (HJ APPRQYEO ~ (V) l~I REPoilUO. PUIHllENO. - P.04 fS Branch Office 904 Ranc"eros Drive, Suite L San Marcos, CaUfomla 02069 Tel: (760) 735-5060 Fax:(780)735-8979 SPECS (Y) (N) APPIIOVfO SHOP DIIAWING (VJ !H) IW'OKIING IEQUIJlEMENTS: CCBO mLD INSl'ECTlON .-.tANIJAlJM'rO,. llOlt.. MANll/\1, REVIEW PREVIOUS REPORTS AND us·rs ll'"ntER!alS N()N-C:ONl'ORMINCl WORK /\TTlm r::-m OF"T"RE'WORIC OAY. OR MISSING MTRS,t,N'D tU·lS. J:."fC •• 1-lLL C)U"f AND ATTACH A 01,1-lC:lt-:NC:Y KF.PQKI" w(rnN A DEFICIENCY. YOURS·OR A PREV[OUS 1NSPECT01l' s. rs CORRECTEO. SO.:IIOl"t: own n-: ()RJCllNAI. Ol;FICIE~C::Y REPORT AND SUSMrt' A C.-OPY wrrK Y<>Uk WF.t-:K·s KF.PORT5. . . ~u..J, • '7 .... ST!IUCTURAL NOTES:OETAll. Olt I\FIS USEli: PERCENT PROJECT CQMPLEJlQN· SITE Tl~ START. /il ! //IJ.= ..... _r&, ) , LUNCH PERIOD: ... • •• T.:,(.., "'-'· TRAVEl TIM£: ---.· SAMII\.£$ fAWI: /-- TESTS l\f01/!A£0. {/; _,;i ~ Jq,-I , I OO;CEATIEY THAT I lfAVE PEASONALLY OBSERVED ALL OFTHE WORK t:.ISTeO ABOVE ANO i'HAT THIS WORK COMPLISS WlTlir S!)IL INVESTIGATION RECOMMENOA1'10NS. ANO/ OR THE A;.~~OVEO PLAIIS. SPECIFICAT',(),NS AND APPLICABLE SECTION OF THE BUILDING COOE. UNLESS OtHERWISE OT£D )N,JHE Ol;FJC!ENCY ~EPORT ... -· .. .., ..::~· / 1, /' r ~ . . • /~ . __ ,-,; •.. r: rl~:..~~~~ ·. ;, ~ 1199 2 } at'tf:µ,f'I-t.>-- . o~iivre · ' ow of:RelJM ICBO Ctl'llfk:ati011 Number ,// --s§ Ct' (: fr City I County l'lillc:atian Numbtr -'+ ,, . ' ,, ' · , .. . , , SPECIAL INSPECTION PROGRAM , . , /( ADDRESS OR LEGALDESCRl!>TION: . /W £;/:;;AL&_ •• =1o. PLAN CHECK NUMBER: , ____ OWNER'S NAME: C{5?fJJ!f t] , ' I I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that J, or the architect/engineer of record, will be responsible for employlng the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at .the site fisted above. uac Section 106.3.5. Signed~ Q Q~~ =··. I, as-the engineer/architect of record, certify that I have prepared the following special inspection program as requirad by UBC Section 106~3.5 for the'constructlon project located at the site listed above. Signed __,N.-1-4/Ar...:.-, -_. _________ _ 1. List of work req,aalrlng 1peclal Inspection: ~Soll$, Compliance Prior ta Foundation Inspection · , ~•Id Weldlng · , ~truct1.1ral Concrete Over 2500 PSI :o High Strength Bolting D Pre·stre,sed Concrete ~xpansion/Epoxy Anchors D Stn.actural Masonry D Sprayed-On· Fireproofing ~Designer Specified D Other _____ _ 2. Name(s) oflndlvfdiJal(s) orfl~(s) responslbfa fortha spacial lnspectrons llsted above: A. ~c,--,s-f-~'ln-7 ; 7e.s77:::'5 et~e,/ ~:'f/~ttJ ~ ~.t::..11 -..Sot'/5 B. M/6::, .+ri.:::... . -4!.::..-k-1·-= I 7e.s.-rl_:71 . C. 3. Duties of .the spacial Inspectors for the Work listed above:. A. B. C. Special Inspectors shaO·ct,eck fr, With. the City and prqent their credentials far apprO\'al e.cis!:.f2 beginning work an the job site. SIP4997 f5 Corporate Office · 2992 'E. La Palma, Suite A Anaheim, California 92806 Tel: (714) 632-2999, Fax: (714) 632-2974 FIELD REPORT Bra.nch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (619) 735-5060 Fax: (619) 735-8979 TYPE OF WORK: 181 iNSPECTOR OTECl-fllCIAN AVAILASLE: SOIL REPORT (Yes) 0 (No)181 SPECS (Yes} 181 (No) 0 . Field Welding . APPROVED PLANS (Yes) 181 (No) 0 APPROVED SHOP DRAWINGS (Yes) 0 (No)0 . ARCHITECT FOR WEEK ENDING PRJ.NO. Turoit Partners ,817/99 4746-002 ENGINEER REPORT NO. 1 1 Nowak-Meulmester & Associates PG OF CONTRACTOR PUN F11.£ NO. · PERMITNO. . Cornerstone Construction CB983843 SUB-CONTRACTOR PROJECT NAME Skies Weldina Carlsbad Research Center INSPECTION'ADDRESS ADDRESS OF PROJECT 1890 Rutherford Rd Carlsbad CA 1890 Rutherford Rd Carlsbad. CA . REPORTING REQUIREMENTS: ICBO FIEID INSPECTION MANUALJMTGt. SOIL, MANUAL A WS DI. I REVIEW PREVIOUS REPORTS AND . LISTS IF THERE I$ ANON-CO;NFORMING WORK AT nm END OF nm WORKDAY, OR MISSING.MTRS, AND RFIS, TEC. FILL OUT AND . ATTACH A DEFICIENCY REPORT AND SUBIMT A COPY WITH YOUR WEEK'S REPORTS. : EQUIPMENT/MANPOWER USED: 1 Certified Welder Carlos Velasco SA250 Weldin Machine FCAW weldin Process NI.EA, GRID LINES, PIECES·OBSERVEO: · Grid Line 5 between reference lines D & F weldi of revised detail 6/S6.0. Stairwell Enclosure/Shearwall ~tween reference lines B & C anel #!s 50 & 51 ·· tack weldin of nuts STRUClURAL NOTES, IJ!:TAIL, 0~ RAS USED: General Notes details as noted above REMARKS, INCLUDING MEETINGS: . -Welder rformance was observed for Com leted welds were ins ected for .size, len REWORK AS PERCENT ALL WORK TODAY: WEATHER: . Sunny -Partly Cloudy · TEMPERATURE: 70'S TIME START: 8;00 a.m. LUNCHPER100: TlMEFINISH: It~ 30-AA\_ ues. SAMPLES TAKEN VERIFIED BY: I 00 CERTIFY THAT I HAVE PERSONAi.i. Y OBSERVED ALL OF THE WORK IJSTEO·ABOVE ANO.THAT THIS Wl:il~~OW'I.IES WITH THE SOIL INVESTIGATION RECOMMENDATION, ~:==ON ANO APPLICABLE SECTION OF THE BUILDING COOE. jj E NOTEOINTHEOEFICIENCYREPORT ~~ Thursday 8/5/9$ A· AWS CWI QC1 95071021 · Signature ,Date of Report · ,:;;.-:;; • , "\ Certilk:ation Number ~,._r::. ,:(.~ .... ConoieSue Dickinson· yZ4:;-,1....... ~ r~\ ~ 0 ........ "'--\\ l.,~ t \'l s.... · -..tu ~--"'~">!---}, "'t.,e.•,r,,.. -;· ir,. -.. ,~•"f...!~ \\ ,"'<;:.,.· ~, ././ y.-.-.~-~ \\ , .. ,:., \~--·.,J DAVID A. POPIELA 1452 RINCON VILLA OR. ESCONDIDO, CA. 92027 .-t.&-:ll..:U--=aa:L4,t::J~_.3~~~:..+~ ....... ~~--:z;...=........, ....... i:..J..-...._,___ . ..p:i..d~d: .$ 'Z' c> 4 -t#-< ¥'f,~44A-• NOTE ____________________________ _ CIJtTlnCAn or COMPLIA.'fCS . . : JBIR.£1\" c,ar:rv THAT I BA VI INSPECTIDALL or M AIOVI IIPOJTtD WORIC llSLDS Omtawt!t NOttD I RA VJ: rovNI» 1BII WOU TO COMPLY Wffll TBI AIPlO\'ID PU.~t • SPI.Cll lJ Jt)NI. . . . .!..090 St-.!.. 09.!.. POOR · QUALITY ORIGINAL S ' ',~~ ' : k\;;~--:;~~th,:~~ y.:\-~?}t~1'<r-; O ~ • .;,'°.r(.1 , ,, - · DAVIDA. P()Pf-=L.A · _: . 1452 RINCON \lit.I.A.DR;: ESCONDIDO, CA .. t20:7 ' ; ~ ., .. ,',, ;.~ tlt]i~~,!"!· ..• "9 .. -..,. ,........., ____ ....,. ____________________ !""!l!~-'!'!""'-----~!!'!'!'l"~"'l"'::=~ .. :; ::. . , :,,~::: :t!;; MTl·Ol~T . -S-/ 3 ~ 9 z' u,mmaNVMlq~D~+'3~cB0· D8:,~f lf-8.2:· __ •• 1',!•·-'Mf~ .. ;~1 ' .,q ,--·-'?~~ :: ..... • '}I -. ' . ... -~, • l~ :/ I Corporate Office 2992 E. La Palma Ava., Su!lt i'.\ Anaheim, Caflfornfa 92805 Tel: (714) 632-2999 Fax: (714} 632-2974 .. •it" .~. -.,-. -.- L~l®~W~~& Testing & Geotechnical, tnc. APPROVED PLAtlS :\\'l (NJ ,- PLAN FILE rm. Branch Office 904 Rancheros Drive, Suite L San Marcos, Cafifornia 92069 I PROJEt:T, NC• Tel: (760) 735-5060 Fax: (760) 735-8979 -----~---~-------·-------· --------~-=1 -------~ . --------------------------------·----·------··· ------... ··-. -___ ,, ___ ·-· --···-·· .. --111 '\,_''I ,l -· ·----.. ------------' ' ----'' ---------------! Li-~---~-:._' ',-_ .-;... i -·--_,;, i ,:··_, .. ·: _,:_,_(~ : ~= ----/! --(-· .. J· __ ,_~ _ .. !.~,:--. --.il I: ---I! -fS Corporate Office MONTANA Branch Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 Testing & Geotechnical, Inc. DSA / OSHPD REPORT 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 1YPE OF WORK NSPECTOR O TECHNICAN AVAILABLE: SOIL REPORT (Y) (N) SPECS N) If"" c:::.Jb APPROVED PLANS . (N) APPROVED SHOP DRAWING (Y) (N) ARCHITECT () FOR WEEK ENO ING· PROJECT)\,04,_ 11 __ • _;lc....;:ve..::;_c..e..v---f-L·_._-+..___,-_,o...-_i.r:.__i_:........"--""'-~--~-~-1----'---'---,-----------'--~. ,. ')D-o o ENGINEER• \ REPORT NO. PG OF rv w~K -M'""'e.\ Mc.s v it A.~.so~ CONTRACTOR PLAN FILE NO. PERMIT NO. C..,o v-v-J ev-s: V\e C.5 suB-coNTRACTOR t-J-, K INSPECTION ADDRESS REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAIJMTG SOIL MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THREE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSINGMTRS AND RFIS, JTTC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND ~UBMIT A CQ.PY WlTH YOUR W!,EK'S R~rQR.TS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): s- CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA, GRID LINES, PIECES OBSERVED: . I ·ovJ STRUCTURAL NOTES, DETAIL, OR RFIS USED: ,, Is <o-t> I REMARKS, INCLUDING MEETINGS: C. WEATHER: C \ 0"'-~1 SAMPLES TAKEN: TEMPERATURE: ~ 0 C> TESTS REQUIRED: SITE TIME START:~(,._(l~:_3~o ____ _ -LUNCH PERIOD:----~---- SITE TIME FINISH: ......,"?e-c!~.3~0~~-~~ TRAVEL TIME:----==:=:::=-----~ - This is to certify that the above reported inspections were made in-accordance with the approved plans. and !,pecifications and the rules ana regulations of the ~ent~Services (Title 24). I certify under penalty of perjury that I know the contents of these reports and that all of the above statements are true. ~ ~~ . . It,_ I { 0 _/199 7 ..s-s:,~Y Signature · Daie of Report ICBO Certification Number ~·.\ (o/~ Print Name City I County Certification Number Rev: 7/97 POOR QUALITY ORIGINAL S Branch Office -------------------- -------·----·------------. ----·-·---------------------11 --------------------------~---------------~----------------------------------~----------11 ---------------·----------------------·-~-------s·~ C'" • .;F:At ••,Jr~~. ~,,-:7e,~, •.i-'-iF(j 11~f1) _sµ:.;,,._$1.Jr $ l ,,;)1~ , ·~ "l--'2/3 -1 ~$.S..i1!1 -~_;;__d_r$1..-r.P, SC. I, SB. CJ,· $8.! £' 9: C] _,,d.7-._L--t-_S~:..::_~:___ ------·----· ------· ----------·~-----------------·--PH~"'~-~\ tt'tJ.t.r(JJfJ ~1~'(T1fflS . i' ___ .... z_Q, A·'-<£,_r...r;;:_t ft/CL 'S-ls,;,:, L...:!...J-1:JJ:t ii 0. t: .. ( ,::, . 12 i)_.c__~.r s .. ,be f Ldf', C-.,:1 ~--- 1-r.;c ,4.~/,·o;:.·_ f ~ ~"lr-!JP,:,_p~:-/2;:e:__.£~~':!tr,ued ;lk·1&r;: • -ft Alr[{e ~ '3 /J/rc r-'~ ;1./J_ h,:,1:r_ ~,,f_.1.l/~iJ---1_,;::..b_s.b __ ~~:_., _ D_l~v!.iJ -:J±. S' J, ~!!_'$.._jP-4!'1' h"A/<:rtt.,:;C.5 __ J-1:_{-_r __ ; '--(.!.~~~--·~--Sx=_}t ___ sie 1e::f_ _ __{,,~_C2 __ -_'(_9_ __ -----------------·--------------------;lltt\';:·-=i-2,: .. -,::. J::';l:\(.;:,,Jr l)i. .~1 I t,'1()% (iit'Jt,•.,1. 'l ,_..__.._--"--·--hi. __ ,....._,_~ ---~--.1.-.:.U----r..:t:l4..-~--.PERQEtH.f.BO,JF,1~LC..QM.E.L.l"ClQN~----------n ,, · Cte---•r- -~/11-.. ------ ·~:_ ) 1._,.,a ----:. ~:_~ ---~_..,_z --- ·~: " ''. ·, \ ~',' 1 I __J ·-CG 32J.,;l 3 ,mo Cert1t.cauon Numoor City: County Certiflcat1on Number· --- Rev 7,97 Corporate Office Branch Office 2992 ~-La Palma Ave., Suite A Anaheim, CA 92806 904 Rancheros Dr., Suite L San Marcos, CA 92069 Tel, (714) 632°2999 Tel: (760) 735-5060 Fax: (714) 632-2974 F,ax: (760) 735-8979 REPORT OF CYLINDER TESTS CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 2075 LAS PALMAS CARLSBAD, CA 92009 CLIENT: CORNERSTONE CONSTRUCT I ON SET 8512 AGE DATE NOMINAL -· LAB NUMBER (DAYS) SIZE A 7 May 27 6X.1.2 B 28 Jun 17 6X 1:;2 C 28 Jun 17 6X12 PROJECT.NO. 4746-2 PROJECT NAMECARLSBAD RESEARCH CTR, LOT 47-BLDG B PROJECT ADDR.CARLSBAD BP/OSA NO. PLAN FILE NO. ACTUAt.AREA -LOAD STRENGTH (SO. IN.) (LBS) (PSI) ·28.46 76500 2688 28.46 96000 3373 28.46 98000 3443 TYPE OF FRACTURE SPECIFIED STRENGTH 3oqo PSI CAST BY SM Ollf 99. May. 20 DATE RECEIVED 99. May. 21 LOCATION· GRADE BEAM, E. 7-F. 9 ~ 2. 8-.3. 1 CONCRETE SUPPLIER ESCONDIDO READY MIX . MIX NO. :;r,:54p TYPE OF CEMENT TICKET N0, 1:;:::3579 MIXING TIME WATER ADDED AT '1TE ~ GALLONS ~UTHORIZED BY SUB SLUMP 4. 0 IN REMARKS DISTRIBUTION ( 5 ) CORNERSTONE CONSTRUCTION TURPIT PARTNERS NOWAK-MEULMESTER & ASSOCIATES MIN CITY OF CARLSBAD-BLDG. INSPECTION DEPT. MTGL, INC. AIR UNITWEIGHl' CONCRETE TEMP AMBIENT TEMP ADMIXTURES Respectfully Submitted, COMPRESSIVE STRENGTH: % PCF 84 °F o F fJcoNFORMS DOES NOT CONFORM D 99.Jun.23 Corporate Office Branch Office 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 904 Rancheros Dr., Suite L San Marcos, CA 92069 Tel: (760) 735-5060 Tel: (714) 632-2999 Fax: (714) 632-2974 Fax: . (760) 7_35-8979 REPORT OF CYLINDER TESTS CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 2075 LAS PALMAS CARLSBAD, CA 92009 CLIENT: .CORNERSTONE CONSTRUCT I ON SET 8513 AGE DATE NOMINAL LAB NUMBER (DAYS) SIZE A 7 May 27 6Xl2 B 28 JL!n 17 6X12 C 28 JL!n 17 6X12 . '• , .. , PROJ.ECT NO. 4 7 46-2 PROJECT NAMECARLSBAD RESEARCH CTR , LOT 47-BLDG B PROJECT ADDR.CARLSBAD BP/OSA NO. PLAN FILE NO. ACTUAL AREA LOAD STRENGTH (SQ. IN.) (LBS) (PSI) 28.46 75000 2635 28.46 107000 3759 28.46 106000 3724 TYPE OF FRACTURE SPECIFIED STRENGTH 3(><)0 PSI CAST BY SM ON 99 • May • 20 DATE RECEIVED 99. May. 21 LOCATIQN COLUMN FOOTINGS, D-D. 8 @ 4-5 CONCRETE SUPPLIER ESCONDIDO READY MI X MIXNO. 354P TICKET NO, 133637 WATER ADDED AT SITE AUTHORIZED BY SLUMP 2 .8 IN REMARKS, DISTRIBUTION ( 5 ) TYPE OF CEMENT MIXING TIME CORNERSTONE CONSTRUCiION TURPIT PARTNERS MIN AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES NOWAK-MEULMESTER & ASSOC I ATES . Respectfully Submitted, CITY OF CARLSBAD-SLOG. INSPECTION DEPT. MTGL, .INC. COMPRESSIVE STRENGTH: % PCF 85 Of Of ~ONFORMS DOrs-;.;T CONFORM 0 99.JL!n.23 Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 FIELD REPORT Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 OTECHNICAN AVAILABLE: SOIL REPORT (VJ (N) APPROVED P!-A~ (N) FOR)YEEK ENJ.~NG QC2 c,-!}...'° .... rt ·REPORT NO. PG PLAN FILE NO. ADDRESS 0F'PR0JECT SPECS (Y} (NJ APPROVED SHOP DRAWING (VJ (NJ / OF ( REPORTING REQUIREMENTS: ICBOFIELD INSPECTION MANUALIMTGL soiL, MANUAL · REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NONsCONFORMING WORK AT THE END OF THE WORK DAY, 9R MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED,SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT ACOPYWITH YOUR WEEK'S REPORTS. AREA, GRID LINES, PIECES OBSERVED: • / L /I ·r~v WEATHER: TEMPERATURE: C-1<!'4i- ~o '.s LUNCH PERIOD:-~-------'-- ,· s,., SAMPLES' TAKEN: - TESTS REO\JIRED: - SITE TIME FINISH: ~-<jl=_~:_· ~7~(} ___ ,-- TRAVEL TIME:_· _______ _ I 00 CERTIFY THAT I HAVE.PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WI THE SOIL INVESTIGATION RECOMMENDATIONS, . APP~OVEO PLANSAECl~D APPLICABLE SECTION OF THE BL!llDIN.G CODE, UNLESS OTHERWI. E NOTED IN THE DEFICIENCY REPORT . _ _ · ~ 6 I ,l')...t199'f · /t137a.'-3 -eJ~ "~nature · ~ Date of Report ICBO Certification Number .J.-,16'u4J/ ~,:.th Print Name City I County Certification Number Rev: 7/97 Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-i974 'TYPE OF WORK FIELD REPORT 0 TECHNICAN . , AVAILABlE: SOIL REPORT (Y),(N) APPROVED PLANS ~ (N) FOR WEEK ENDING ~ -?-C-'r e:,. REPORT·NO. PLAN FILE NO. PROJECT NAME lo+ 4 PG Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 SPECS (Y) (N) APPROVED SHOP DRAWING (Y) (N) OF I ~P01lTiNG hli:QuiREMENTS:ICBO'FIELD INSPECTION MANUALIMTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS,AND RFIS, ETC.; FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT ACOPY\Vl'TTIYOURWEEK'SREPORTS. CONTRACTORS EQUIPMENT/ MANPOWER USED: ""- '1. REWORK AS PERCENT OF (\LL WORK TODAY; . PERCENT PROJECT COMPLETION; WEATHER: /JrJCr,<.)(".fJ·6-t)'(,ft~r ~ ~ SAMPLES TAKEN: 5 ~ ofr l( TEMPERATURE: CS° 8 =--; / tJ TESTS REQUIRED: J. ""'T'-rr-::, . _f . -:s~-~) I e-14; e-C. i (//5 t,;Cr.YI SITE TIME FINISH:-/~! c..cJ~----- LUNCH PERIOD:--~--~--TRAVEL TIME; _______ _ ' . I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THEWORK LISTED ABOVE ANO THAT THIS WORK COMPLIES WITH THE SOIL INVE IGATION RECOMMENDATIONS, ANO/ OR,: APPROVED PLANS, S ECIFICATIONS AND APPLICABLE·SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT I:> I :l-3 /199'? Date of Report · ICBO Certification Number Print Name City/ County Certification Number Rev: 7/97 .. Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 fa:x: (714) 632-2974 NSPECTOR 0( ~(l/'(ZjtL OTECHNICAN FIELD REPORT 'AVAILABLE: SOI[ REPORT (Y)·(N) · APPROVED Pl.A~) REPORT NO. 0PLAN FILE NO. PG Branch OHice 904 Rancheros Drive, Suite L San Marcos, California 92069 'rel: (760) 735-5060 Fax: (760) 735-8979 SPECS (Y) .(N) APPROVED SHOP DRAWIN~) REPORTiNG REQUIREMENTS: fCBO FIELD INSP):lCTION MANUAUMTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS,AND RFIS, ETC., FlLL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. WEATHER: !ft/W.)rA.(;. ~)~MJd,.) c/41.'.V" TEMPERATURE: -62. -( ( SAMP[ES TAKEN: a... Set 0-f o/ TESTS REQUIRED: -:,//:tr,17 I ~--/1, ~ : CJ(/ SITE TIME START:~<O~-----.. "ocJ SITE TIME FINISH:~------ LUNCH PERIOD:-~------TRAVEL TIME: _______ _ p~ (/i$UA-/ ,,,. I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED All OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RECOMMENDATIONS. AND~ R THE APPROVED LANS, SPECIFI IONS AND APPLICABLE SECTION OF TH~ BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT ( tld~~ ----------- j) d t(;;;; ~~ -~ 1}-'f /199'7' Date of Report ICBO Certification Number Print Name City/ County Certification Number Rev: 7/97 \• Corporate, 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 PUNCH LIST -DEFICIENCY REPORT Branch: ~04 Rancheros Drive, Suite L San Marcos, CA 92069 Tel: (760) 735-5060 Fax: (7.60) 735-8979 PROJECT NAME: lo-t-'-t 7 Ctf r/~ b4d f425e,4ra'1 PR0JECTNUMBER: ~7L;b.-OO;l.__ . PAGE9--of ol_ ., .DATE PIECE DATE INSl>TD .. NO. FOUND DESCRIPTION Of CONDITION EXACT LOCATION NO. CORRECT BY ,.,.1J1 ~37,~ 7obfi. ~ 1'erQ~. /Ju AIA.J · IA1.1ef 1JJ.~ -'~?-½ , , I Vut--s ic ~ (a) Is-t' rl ~ . II.ti' d11~/ . '!l11Jf/~I t;,J.-. % , , " \ I ;; SIGNATURE: 11,~ PRINTNAME: u(}/1/IJ/<I Yi.,_//1., •'I, ,:.. ' p_s Corporate Office Branch Office 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 904 Rancheros Dr., Suite L San Marcos, CA 92069 Tel: (760) 735-5060 Tel: (714) 632-2999 . Fax: (714) 632-2974 . _Fax: (760) 735-8979 REPORT OF CYLINDER TESTS C!TY'OF CARLSBAD-BLDG. INSPECTION DEPt. 2075 LAS PALMAS CARLSBAD, CA 92009 CLIEti!T: CORNERSTONE CONSTRUCT I ON SET 8684 AGE DATE NOMINAL LAB NUMBER (DAYS) SIZE . A 7 jun 30 6X12 B 28 J·ul 21 6X12 C 28 Jul 21 6X12 HD 28 JLll 21 .. PROJECT NO. 4746-2 PROJECT NAME:CARLSBAD RESEARCH CTR , LOT 47-BLDG B PROJECT ADDR.CARLSBAD BP/OSA NO. CB98383 PLAN FILE NO. ACTUAL AREA LOAD STRENGTH (SO. IN.) (LBS) (PSI) 28.46 85500 ·""' 3004 ... 28.46 28.46 ·o.oo TYPE OF FRACTURE SPECIFIED STRENGTH . -,3000 ·PSI CAST BY DS' ON 99.Jun.23 DATE RECBVED 99. Jun. 24 ,_ LOCATION PANEL #23 CONC~E SUPPLIER MIXNO. 355P TYPE OF CEMENT TICKET:NO. 326843 MIXING TIME WATER ADDED AT SITE 5 GAl..,.LONS AlJTHORIZED BY CONTRACTOR SLUMP 4. 0 IN REMARKS DISTRIBUTION ( 5 ) CORNERStONE CONSTRUCTION TURPIT PARTNERS 34 MIN AIR UNIT WEIGHT CON~RETE TEMP AMBIENT TEMP ADMIXTURES NOWAl<-MEULMESTER & ASSOCIATES Respectfully Submitted, CITY OF CARLSBAD-BLDG~ INSPECTION DEPT. MTGL, INC. COMPRESSIVE STRENGTH: % PCF 86 °F 71 ° F OcoNFORMs DOES NOT CONFORM D r 99.Jul.01 Corporate Office Branch Office 2992 E .. La Palma Ave., Suite A Anaheim, CA 92806 904 Rancheros Dr., Suite L . San Marcos, CA 92069 Tel: (714) 632-2999 ._ Tel: (760) 735-5060 . . ·' ··Fax:-(760) 735-8979 Fax: (714) 632-2974 ~-., ... . REPORT 0~ CYLINDER TESTS CITY OF CARLSBAD-BLDG. INSPECTION DEPTi 2075 LAS PALMAS CARLSBAD, CA 92009 CLIENT: CORNERSTONE CONSTRUCT I ON ,. SET 8683 AGE DATE NOMINAL LAG NUMBER (bAYS) SIZE A 7 JLtn 30 6X12 B 28 Jul 21 6X12 : C 28 JLll 21 6X12 HD 28 Jt.tl 21 PROJECT NO. 4746-2 PROJECT NAME:CARLSBAD RESEARCH CTR , LOT 47-BLDG B PROJECT ADDA.CARLSBAD BPiOSA NO. CB98383 PLAN FILE NO. ACTUAL AREA LOAD STRENGTH (SQ. IN.) (LBS) (PSI) 28.46 117000 _41:11 28.46 28.46 o.oo TYPE OF FRACTURE SPECIFIED STRENGTH :3000 PSI CAST BY DS ON 99.Jun.23 DATE RECBVED 99. Jun. 24 LOCATION TILT UP PANEL # 17 CONCRETE SUPPLIER SUPERIOR READY M.I X MIXNO. 355P TICKET NO. 326828 WATER ADDED AT SITE AUTHORIZED BY SLUMP 4. 5 IN REMARKS DISTRIBUTION ( 5 ) TYPE OF CEMENT MIXING TIME 96 MIN CORNERSTONE CONSTRUCTION· TURPIT PARTNERS AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES NQWAK--MEULMESTER 8-. ASSOCIATES Respectfully Submitted, CITY OF CARLSBAD-BLDG. INSPECTION DEf'T • . MTGL, INC. COMPR_ESSIVE STRENGTH: % PCF 85 °F 71 ° F DcoNFORMs DOES NOT CONFORM D 99.Jul.01 Corporate Office Branch Office 2992 E. La PalmaAve., Suite A Anaheim, CA 92806. 904 Rancheros Dr., Suite L San Marcos, CA 92069 Tel: (714) 632-2999 ·. ,: .. i=ax: (714) 632°2974 .. Tel: (760). 735-5060 ·: Fax: (160), 735-8979 REPORT OF CYLINDER TESTS CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 207!5 LAS PALMAS CARLSBAD~ CA 92009 CLIENT: CORNERSTONE CONSTRUCT I ON SET 8682 AGE DATE NOMINAL ~ LAB NUMBER (DAYS) SIZE A 7 JLtn 30 6X12 B 28 Jt,.tl 21 6X12 C 28 Jul 21 6X12 HD 28 Jul 21 PROJECT NO. 4746-2 PROJECT NAME:CARLSBAD RESEARCH CTR , LOT 47-BLDG B PROJECT ADDR.CARLSBAD BP/OSA NO. CB983843 PLAN FILE NO. AC-TUAL AREA · LOAD STRENGTH (SO. IN.) (LBS) (PSI) 28.46 108000 r·-·3794 28.46 28.46 o.oo TYPE OF FRACTURE SPECIFIED STRENGTH 3000 PSI CAST BY DS ON 99.Jun.23 DATE RECBVED 99. Jun. 24 LOCATION TILT UP PANEL #14 CONCRETE SUPPLIER SUPE:R I OR READY MIX MIXNO. 355P TICKET N0,326812 WATER ADDED ArSITE AUTHORIZED BY SLUMP 5.0 IN REMARKS DISTRIBUTION ( 5 ) TYPE OF CEMENT MIXING TIME CORNERSTONE CONSTRUCTION TURPIT .PARTNERS 35 MIN AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES NOWAK-MEULMESTEft .& ASSOCIATES Respectfully Submitted, CITY OF CARLSBAD-BLDG. INSPECTION DEPT. MTGL, INC. COMPRESSIVE STRENGTH: '!I, PCF 78 o F 58 Of OcoNFORMs DOES NOT CONFORM D 99.Jul.01 ' . Corporate Office Branch Office 2992 E. ·La Palma Ave., Suite A Anaheim, CA 92806 · -.. 904 Rancheros Dr., Suite L · ·. ·· San Marcos, CA 92069 . . . /Fe!: .. (760) 735-5060 Tel: (714) 632-2999 .. : . ... fax:: (760) 735-8979 Fax: (714) 632-2974 REPORT OF CYLINDER TESTS CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 2075 LAS PALMA8 CARLSBAD, CA 92009 CLIENT: CORNERSTONE CONSTRUCT I ON SET 8642 . AGE .. . NOMINAL LAB NUMBER (DAY.S) DATE SIZE A 7 Jun 2:::;: 6X12 B 28 ,Jul 14 6X12 C 28 JLll 14 6X12 . ·- PROJECT NO. 4-746-2 PROJECT NAME:CARLSBAD RESEARCH CTR , LOT 47-BLDG B PROJECT ADDRDARLSBAD BP/OSA NO. PLAN FILE NO. ··ACTUAl:-AREA LOAD STRENGTH (SQ. IN.) (LBS) (PSI) 28.46 79000 2776 28.46 28.46 TYPE OF FRACTURE SPECIFIED ST~TH 3000 PSI CAST BY CLIENT ON 99. Jun .16 DATE RECEIVED 99 • J Lin • 1 7 LOCATION #3 COLUMN CONCRETE SUPPLIER SUPER I OR READY MIX MIXNO. 355P TICKET N0.13724.8 WATER ADDEQ AT SITE AUTHORIZED BY SLUMP 4.0 IN REMARKS DISTRIBUTION ( 5 ) TYPE OF CEMENT MIXiNG TIME CORNERSTONE CdNSTRUtTION TURPIT PARTNERS AIR UNITWEIGHT MIN CONCRETE TEMP AMBIENT TEMP ADMIXTURES NOWAK·-MEULMESTER & ASSOCIATES .Respe,;;tfully Submitted, C_ITY OF CARLSBAD-BLDG. INSPECTION DEPT • . MTGL, INC. COMPRESSIVE STRENGTH: % PCF 80 OF 68 OF OcoNFORMs DOES NOT CONFORM D 99.Jun.28 .. ; Corporate Offlce 2992 E. La Palma Ave •• sune A Anaheim, California 92305 Tat; (714) 63t'·2999 Fax: (714) 63i-2974 .}, l \ ·~-· J _, __ (. ~ ---------· ,..... ... ., ·, ' ' . l ! ;, •, .'(,'I t.-,.f-, ~ "'~------·· ------------~ - .. ,I, •. -i . - l --{ _-... ---· ,· ·~ ~ ---f----·-' -" ·- } -~ -- i ! ,I Branch Office 904 Rancheros Drive, Suits l San Marcos, CalUornia 92069 Tef: {760) 735~50-SO fax: (760) 735~8979 i,,,. ·'tfr-~/ , • L.,_ d-f,., ,_ .-, •, -. /2 • ;t ,;--/ ·' ,, .,_. ,.., -~-..-· _+ -4.-1....lif-t..,.t,__ __ ,_t._7 --·v'l.,_ ____ -~-----.. ,-_ /r 1' (, r, I', 1., (:, ---'-t-- ~t:.1_-___ 11 .(,·/ --'.&..,--.-- ------· ------------·It -" ..• ··----·· .......... -----;·,_-•-:./!!''!,'""''"'..,.. ____ .. ,, .. 7--,"'11 -~ .. -~,. ,:..~~ --~·----~-,>-,Ml'lllt~~---"""---- ·t·' ., -, :. -,:11 i.i-CN/t,4f-NDAT\Ot-!S, 'fFl;m ---------- \,•I\ Rtl\l 71'37 Corporate Office 2992 E. la Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714), 632·2.974 TYPE OF WORK NSPECTOR SUB-CONTRACTOR ~ J \ <._ INSPECTION ADDRESS -MONTANA Testing & Geotechnical, Inc. DSA / OSHPD REPORT . 0 TECHNICAN AVAILABLE: SOIL REPORT (Y) (N) APPROVED PLANS (N) FOR.WEEK' ENDING REPORT NO, PLAN FILE NO. PROJE NAME ~l.sb ADDRESS OF PROJECT I D Qu.:: PG Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 SPECS M (N) APPROVED SHOP DRAWING (Y) (N) PROJECT. NO. OF REPORTING REQUIREMENTS: ICBO FiELD INSPECTION MANUAL/MTG SOIL MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THREE IS NON-CONFORMING WORK AT THEBND OF THE WORK DAY, OR MISSING MTRS AND RFIS, ETC., FILLOUT AND ATTACH A DEFICIENCY REPORT WHEN A DE{'ICIENCY, YOURS OR A PREVIOUS·INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S'REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH.REPORT NO. OR MATERIAL TEST REPORTS): A . i' c . o . # 3..S-: H CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA, GRID LINES, PIECES OBSERVED: 0 . beJ.r . . ·}° °'-¼ e_yl s STRUCTURAL NOTES, DETAIL; OR•RFIS USED: · J / . . .S:-5k I . I REMARKS, INCLU{!ING MEETINGS: rY\ .x. II s / 1,..v1,v REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: . C., 1 0 ~'1 TEMPERATURE: (p '-I 6 SITE TIME START: ______ ~_ LUNCH PERIOD:-------~ SAMPLES TAKEN: S e..,..\-3 TESTS REQUIRED: SITE TIME FINISti:--~--~-- TRAVEL TIME:---~-~~-- This is to ·certify that the above reported. inspections were made in accordance with the approved plans and specifications and the r es and regulations of the ar:tment of Gen ices (Title 24). I certify under penalty of perjury that I know the contents of these reports and that all of the above statements are true. " I 2 7 /199 'j Signature ~·. \ ~~et,.-} Date of Report ICBO Certification Number ·Print Name City/ County Certification Number Rev: 7/97 Corporate Office Branch Office 2992 E. l.,a Palma Ave., Suite A Anaheim, CA 92806 904 Rancheros Dr., Suite L San Marcos, CA 92069 Tel: (760) 735-5060 Tel: (714) 632-2999 Fax: (714) 632-2974 Fax: (760) 735-8979 REPORT OF CYLINDER TESTS CITY OF CARLSBAD-BLDG~ INSPECTION DEPT. 2075 LAS PALMAS CARLSBAD, CA 92009 CLIENf: CORNERSTONE CONSTRUCT I ON SET 8723 AGE NOMINAL LAB NUMBER (DAYS) OATIS SIZE A 7 Jul 06 6X12 B 28 JL!l 27 6X12 C 28 Jul 27 6X12 PROJECT NO. 4746-2 PROJECT NAME:CARLSBAD RESEARCH CTR, LOT 47-BLDG B PROJECT ADDR.CARLSBAD BP/OSA NO. PLAN FILE NO. ACTUAL AREA LOAD STRENGTH (SO. IN.) (LBS) (PSI) 28.46 80000 r 281:L - 28.46 28.46 TYPE OF .FRACTURE · SPECIFIED ST~TH 3000 PSI CAST BY WPP ON 99 • Jun • 29 DATE RECEIVED 99 . Jun • 30 LOCATION PANEL #26 CONCRETE SUPPLIER E;SCOND I DO READY MIX MIX NO. 355PH TYPE OF CEMENT TICKET NO. 326989 MIXING TIME 50 MIN WATER ADDED AT SITE 10 GALl,...ONS AUTHORIZED BY PUMP SLUMP 6 • 0 IN REMARKS DISTRIBUTION ( 5 ) CORNERSTONE CONSTRUCTION TURPIT PARTNERS AIR o/o UNIT WEIGHT PCF CONCRETE TEMP 78 ° F AMBIENT TEMP 64 ° F ADMIXTURES POL YHEED NOWA K-MEULMESTER 8.1. ASSOC I ATES Respectfully Submitted, CITY OF CARLSBAD-BLDG. INSPECTION DEPT. MTGL, INC. - COMPRESSIVE STRENGTH: OcoNFORMS DOES NOT CONFORM D 99.Jul.09 Corporate Office Branch Office 2992 E. L? Palma Ave., Suite A Anaheim, CA 92806 904 Rancheros Dr., Suite L San Marcos, CA 92069 Tel: (714) 632-2999 Tel: (760) 735-5060 Fax: (714) .632-297 4 · Fax: (760) 735-8979 REPORT OF CYLINDER TESTS CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 2075 LAS PALMAS CARLSBAD, CA 92009 CLIENT: CORNERSTONE CONSTRUCT ION SET 8696 AGE NOMINAL LAB NUMBER (DAYS) DATE size - A 7 Jul 01 6X12 B 28 Jul _22 6X12 .. C 28 Jul 22 6X12 HD 28 Jul 22 PROJECT NO. 4746-2 PROJECT NAME:CARLSBAD RESEARCH CTR , LOT 47-BLDG B PROJECT ADDA.CARLSBAD BP/OSA NO. CB983843 PLAN FILE NO. ACTUAL AREA LOAD STRENGTH (SQ. IN.) (LBS) (PSI) 28.46 81500 .·· 2863 -·. 28 .• 46 28.46 o.oo TYPE OF FRACTURE SPECIFIED STRENGTH 30(H) PSI CAST BY DS ON 99.Jun.24 DATE RECEIVED 99. Jun. 25 LOCATION PANEL #2 CONCRETESUPPLIEA l;>UPERIOR READY MIX MIX NO. 355P TYPE OF CEMENT TICKET NO. 326878 MIXING TIME WATER ADDED AT $!TE 5 GALLONS AUTHORIZED BY CONTRACTOR SLUMP 4 • 5 IN REMARKS DISTRIBUTION· ( 5 ) . CORNERSTONE CONSTRUCTION TURPIT PARTNERS 45 MIN AIR UNIT WEIGHT % PCF CONCRETE TEMP 81 ° F AMBIENT TEMP 68 ° F ADMIXTURES POL YHEED NOWAK-MEULMESTER & ASSOC I ATES Respectfully Submitted, CITY OF CARLSBAD-BLDG. INSPECTION DEPT. · MTGL, INC. COMPRESSIVE STRENGTH: OcoNFORMS DOES NOT CONFORM D 99.Jul .09 Corporate Office Branch Office 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 904 Rancheros Dr., Suite L San Marcos, CA 92069 tel: (760) 735-5060 Tel: (714) 632-2999 Fax: (714) 632-2974 Fax: (760) 735-8979 REPORT O~ CYLINDER TESTS CITY OF CARLSBAD--BLDG. INSPECTION. DEPT. 2075 LAS' PALMAS CARLSBAD, CA 92009 CLIENT: CORNERSTONE CONSTRUCT I ON SET 8695 AGE NOMINAL LAB NUMBER (DAYS) DATE SIZE A 7 Jul 01 6X12 B 28 Jul 22 6X12 C 28 Jul 22 6X12 HD 28 Jul 22 . PROJECT NO. 4746-2 PROJECT NAME:CARLSBAD RESEARCH CTR , LOT 47-BLDG B PROJECT ADDR.CARLSBAD BP/OSA NO. CB983843 PLAN FILE NO. ACTUAL AREA · LOAD STRENGTH (SO. IN.) (LBS) (PSI) 28.46 100000 ,..3513 . ______ ... __ 48.46 28,.46 0.(l(l TYPE OF FRACTURE SPECIFIED STRENGTH 3000 PSI CAST BY DS 0~ 99 • JLtn. 24 DATE RECEIVED 99. Jun. 25 LOCATION PANEL :J:1:9 CONCRETE SUPPLIER SUPER I OR READY MIX MIX NO. 355P TYPE OF CEMENT TICKET NO. 326865 MIXING TIME WATERAPDEDAT SITE 10 GALLONS AUTHORIZED BY CONTRACTOR SLUMP 4 .8 IN REMARKS DISTRIBUTION ( 5 ) CORNERSTONE CONSTRUCTION TURPIT PARTNERS . 40. MIN AiR UNITWEIGHT 'II, PCF CONCRETE TEMP 80 ° F AMBIENT TEMP 62 ° F ADMIXTURES POL YHEED NOWAK-MEULMESTER & ASSOCIATES Respectfully Submitted, CITY OF CARLSBAD-BLDG. INSPECTION DEPT. MTGL, INC. COMPRESSIVE STRENGTH: OcoNFORMS DOES NOT CONFORM D 99.Jul .09 Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 ENGINEER CONTRACTOR FIELD REPORT Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 AVAILABLE: SOIL REPORT (Y) (N) SPECS (Y) (N) APPROVED PLANS.@Y(N) APPROVED SHOP DRAWIN :(N) FORWEEKEN()ING 6-/9-17 REPORT NO. PG PLAN FILE NO. PROJECT NAME ADDRESS OF .PROJECT . -<...: REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAIJMTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS . IF THERE IS NON-CbNFO:RMINffWORKAT THE'END OFTHE WORK DAY, OR MISSING MTRS; AND RFis; ETC.,-FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE·ORIGINALDEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA, GR! LINES, PIECES OBSERVE(): . \ -r; I .. /JSTAL Ari STRUCTl,/RAL NOTES, DETAIL, OR RFIS USED: <~ . . c ..1flcEY-$. $i.D. Sl'1 ... S5,D, Sf:5.i,S5'rP<, S&.a .S<::,, / .• 8:2, o IS<?. c ;; .J .; r F f .., J WEATHER: OVE.k? C}4S; TEMPERATURE: 61 g....,-7 3 () f SITE TIME START: 7:00 {H'n SAMPLES TAKEN: TESTS REQUIRED: SITE TIME FINISH:--1-_,,Z=:;__•.:_, ·__.·....,.:__,.~- TRAVEL TIME:--~----- - ~-...._,E WORK LISTED ABOVE ANO THAT THIS WORK COMPLIES 1TH THE SOI NVESTIGATION RECOMMENDATIONS, ··-·--= ISE NOTED I THE DEFICIENCY REPORT 7dFJ8iJ ICBO Certification Number (coz_ City/ County Certification Number Rev: 7/97 ~t. _b';l :NOW.Al( MEULMESTER Au9-03-99 09:16aM ffOM bl95365163t6038389 NOWAK-MEULMESTER & ASSOCIATES. ~---~---,----------&TRUCTURAL ENGINEERS ,. FAX COVER SHEET SENT TO: COPY TO; COPY TO: NAME: Gary Potter NAME: Jack Williams NAME: FIRM: Turpit & Potter FIRM: Cornerstone Const. FIRM: FAX#: 535~9455 FAX#: (760) 603-8389 FAX#: FROM: NAME: Mark Knox 9888 Carroll Centre Road, Suite 228, San Diego, CA 92126 FAX#: (858) 536-5163 E-:-Mail: mknox@nma .. engineers.com rSUBJECT: CRC Lot 47 COMMENT/MESSAGE: TOTAL NUMBER OF PAGES TRANSMITTED (INCLUDING COVER SHEET): 3 Please call (858) 536-5166 if you did not receive all of these pages. Thank you. The Original WIL.I.. / WILL NOT be mailed to your office. !DATE TRANSMITTED: !TIME: 'f: ZD IBY: mk E-Mail: nma@nma~engine.ers.com 6/8/99 10:33 I I 9888 Carroll Centre Road, Suite 228 San Diego, California 92126 {858) 536-5166 • Fax: -(858) 536-5163 µ ~1...0 ~CJ, v-/,J F, y.. FeR ~i--:i~ 5C .t 5\ '\ ~"P~C..e.. ~'t,\,C)~ . \ 5 '1 A-r~ ~--r-· s'PE.c.,4t..,. ~~ c:nC:>1() ~- r ~ IC..~D ~ €.\'2--, 5)C,3 PROJECT -_CRC _LOT 47 - I J t I ~ \ \\ y.. \ :;> ,, 'I-) \ -3 p. w/ ~-3/i.f,. Q) ~S>F:.D ~C>?S 'SE.T' \ µ th~ .. ,-~ 'rt'/ IS~ At:>~~,\fiE.. ~ )--tD-l BLDG. B / /:2. 99 ~1-044.01 NOWAK-MEULMESTER & ASSOCIATES SHEET NO. $ftUC't'UlW. INGINIER:il 819/534-5161 (P) .988a Carroll Cutn Rd. Sutt.a 228 810/538-51153 (') sx-\O SAN 1)11:GO, CAIP'OIHIA 92128 • NOWAK-MEULMESTER & ASSOCIATES STRUC'J'URAL AND CML ENGINEERS · BY ~ DATE tJ\~ PROJECT ---=C..::...e..R=C.=----=wti:::..;rJ:1.--_,l.~-'-.!1 ____ sHEET NO. _L_oF _l__ ---'-----------------'----'--____ __.JOB NO. 97-~J.l ,O\ 1-tD-~ _'··JJ/ . 5~ iE, ''-Y iA~f=L 5) )..}t>-} w; ) 41 ~ 'IL ~A-t--)&L-?D 6'-1,e, ~ 7,p .. ~1,'3\[5. 7~ l~ie, -; ;,,57 lt~1'leJ _ 3/1 .. / '¢; .l+1t..T !+'j )50 .Ei...5°1'73 ..,,_,/ 1d1 Ef/1~ tiJ Ja::OTui!: (cJ.x. 511 6,7'A-C-\1')G, ,-~U-:: 9CP~&G<c:,) ··==-.. 5777~ .--ff\\-1'\li~ €.-51 ~t' : ·"1/~ ~50 M ft. ; 5'-/, a (! -0,k= 1 "I 1, e: 1<..-iN "" 14 ,i (12-$) fa " °' 1 · ~ '"-,~ J:fL "-J 1.(./~1.e). .c.. l,Z5 US.EC I ~,/ ~ 171:$(_?. ~Li ,3~ ( ;2.~ .. Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel:.· (714) 632-2999 Fax: (714) .632-2974 'JYPEOFWORK FIELD REPORT OTECHNICAN AVAILABLE: SOIL REPOflT (>(l.(N) APPROVED PLANS A,i.N) f$ Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 SPECS (N) APPROVED SHOP DRAWING M (N) REPORTING REQUIREMENTS:ICB6 FIELD INSPECTION MANUAUMTGL SOIL, MANUAL REVIEW PRE~OUS REPORTS AND LISTS IFTIIERE.IS NON-CONFORMING WORK AT THE END00FTHE WORK DAY, OR MISSING MTRS,AND RFIS, ETC., FlLLOUT AND ATTACH A DEFICIENCY REPORT WHEN.A DEFICIENCY, YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. WEATHER: PlltLc /J---SI ... J/1,n TEMPERATURE: ii ~ .f ' Print Name . . __ ;. ... ; .... .2 SAMPLES TAKEN: - rEsrs Reau1RED: -v, 5 tin / SITE TIME"FINISH: "'3i.eP:Cf '\ I TRAVEL TIME: . VERIFIED BY: Cctv\os V C l Q $ co Date orReport ICBO Certification Number SD:#620 City/ County Certification Number .,:~-~ ... -•• ,.i..J ..• ·--·,: . Rev: 7/97 ·r;ff !t~tiJtr~~~111tf!:'.!:17ttf ii ,,,·'""t ):•• · -< ,;t,iJ:2~1~:,1_2992·.E. La -Palma, Suite A · .. ·: · .. · · · · · ·.::··: ,. ' ·. ,,. ·. :. · · ; A · hei~ '·cA 92806 ·' . . . . . ·, .. ,· .. · .. ~'l-1i4r,632-2999 · F.ax:·.(7.1.4) 63272974:. :.'~~l:;1rt.i:: .·/1 .. · 1··~ ~ ,. :.-•. ,,}\..": .' ~~/.l.i¾fii!lt\~i~tft/:.-:\·· ·:. ·: ··. · . · ·. ,· PUNCH·LIST-DEFICI•ENCY REPO. RT . •:",)· t) ;,t-; .. .. :.:· .·· '' ~h· .,t aranch: 904 Rancheros Drive, Suite L San Marcos, CA 92069 Tel: (760} 735-5060 Fax: (760) 735-8979 . n.~;r·r·.•·'Gf' .. ·,·· . . . . -;~!~~~~: ·1~~/,;h,,J) ~<r-11tJ_-&11lr[ PRQJECT}WMBE~ l/JLl'i-~o d PAGE ··,1~:?~;J~tl)li{{DATE I :,,: '• ', I ' I PIECE :NO:;t\f ): FOUND . DESCRIPTION Of CONDITION EXACT LOCATION / NO. 'I ~tj/j~_.:·. I ttt./4 /_Le,;,:,('}(/~ 1-o'Q tJ~t ~----~~-.. 1 fdr,~!,/ ~ @AP·~ _.c/~~ '1 ·-:c/We'*l'~.J '' ;; ... ·1 I .\, . I. . h . _JJ~ ~/. ~ T ,h ~" / # 14A :;-r,~t~·.:':·.' . C~,.C~L~.m.1~/!l.t,;A~cY~_1_111._·. -~~--tt:. Y'.2 &.£, ar/~_q.'K.tn.1:. . :'.::\'./\t I.'' ' ' ' I J ) ,, , . ,. \ '. ~, ·,, '>!( i:,·,;:·, .. 1:· ;:_: .r .,: V .J., )( l·~( o .... c 1~ 1·>-eh, 12d "~~;,;~~'\l~ -~-e1~~~tJ'.'ti.»:~:t:t;,.,._i;4r'J1''/· ;~:;c,-~-.:; rr .: ·~~> :;,1 ,. ·r·"~"::;,:1:,wr-r/':\.~-:··:·· ,. .. ·" '1 1,j,;,~=~· ··. i;i,,;· · :~_11_1~ ·· ·' ~ier In · · .:: Jitr·i~t?::. ·. · · rh-,J:i~L ~L&L Jlef.11 tl o K ' ..... ·1·,,:·1······ ; :\<t;: '·.~r_;:: · ;.:\~i!ftF~F: ·'. :·1. 1:'.-.~~:')Y#~',\ r,T . .. tnfr.;1~;~~~ . : ; . ' ., ........ ,: , ... ·.: ~--;/?~'!ti· . ' . ···:.- ','1}. . ··.~t:~ ,( . ', ... , '' . I .. ,. , . .,,, .,, '.• '' :/1)'.U .. ·r .L--.1 I V _., ;t :. ~ .,, . .d~~!/,: :;~-: ·r-~·::. •/ ,·-,·~ ~ •i "PPL -~;~j)~fJ ,,:;,! .. 1:f, /1, ':l .:J, :.1 ,. . ·1 ~-i ·! .~t •' -~ : -~1 ) ., .,\ 't, .; i ''l{ ., ',ft' .,., H ·.:• !,t ,:f/t . DATE CORRECT ! .... ": . ; 'L .... ~ / 9f:-(; .. :. · INSPTD .·. BY .. l> {~) )j{}i,:i:': SIGNA: .. i:!tl,·' ' J ' PRINT NAME: 1 h t--;.-1· /q' S:: 4:) ( le: Q Ct J {;f .r_::_.:: ' :. : ::'(}\;\: :., .· .. 1,' : __ ::·· ·:· : .·. ·/· ' ,, f H ·i {, \ 't.· Corporate OHlce 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632·2999 Fax: ~714) &32-2914 FIELD REPORT 0 TECHNICAN AVAILABLE: SOIL REPORT (Y) (N) APPROVED PLANS~ f5 Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 SPECS (Y) (N) APPROVED SHOP DRAWING (tHN)- REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAIJMTGL SOIL, MANUAL .REVIEW PREVIOUS REPORTS AND LISTS ' IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATI'ACHADEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTEJ:?, SO NOTE ON THE ORIGIN.AL DEFICIENCY REPORT AND SUBMIT A COPY~ YOUR WEEK'S REPORTS. · MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: STRUCTURAL NOTES, DETAIL, OR RFIS USEC,: ' REMARKS, INCLUDING MEEnNGS: WEATHER:/.lit hv ""''' &.. , JEMPERATURI;: ,;§~-~$; ,.,, o D SITE TIME START:~-~-,,-~·----- LUNCH PERIOD: / l, -/'J.. ,' :!,_ () SAMPLES TAKEN: TESTS REQUIRED: /J 0 SITE TIME FINISH: _.3~}'-3~0~---- TRAVEL TIME: --~-'--"'b"--~tn,..,u.}J_,._~-- . . . ' I 00 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES Wit THE IL INVESTIGATION RECOMMENDATIONS, A~O I OR T~E ~OVEO PLAN~, ~PECIFICATIO ·s AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERW E NOTED IN THE DEFICIENCY REPORT ~';-L . --. 07 I M._ 119r/f d9SJ86& -&JS: "' Signature Date of .Report ICBO Certification Number Print Name Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 FIELD REPORT 0 TECHNICAN AVAILABLE: SOIL REPORT (V) (N) APPROVED PLANS_~ ENGINEEF! CONTRACTOR . PG Branch Office 904 Rancheros Drive, Suite l San Marcos, California 92069 Tel: (760) 735-5060 Fax:(760)735-8979 SPECS ,e:J..L!ij- APPROVE0 SHOP DRAWING~) PROJECT. NO. OF REPORTING REQillR.EMENTS: ICBC FIELD INSPECTION MANUAUMTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. CONTRACTORS EQUIPMENT/ MANPOWER' USED: STRUCTURAL NOTES, DETAIL, OR RFIS USED: REMARKS, INCLUDING f«ETINGS: REWORK AS PERCENT OF ALL WORK TODAY: PERCENT PROJECT COMPLETION: WEATHER: -~t TEMPERATURE: CS ':)_,-'9,S'C r:,,· "'V SITE TIME START:--/-_,_,,_v~~--- LUNCH-PERIOD: .J:1-J:J_: 3 t) SITETIMEFINISH: 3; 3D SAMPLES TAKEN: 1-J () -· TESTS REO\JIAED: 1-.l V TRAVEL TIME: --~~-\2---_-..... ·M__,_,1""'' r-.)-=--- I 00 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WIT THE S INVESTIGATION RECOMMENDATIONS, AND/ OR THE APPROVED PLANS, SPECIFICATIO AND APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWI NOTED IN HE DEFICIENCY REPORT Signature £"Lf.xr/JrL Q, ~ u,·~fh&m 0 7 / /2, /199C./ Date of Report ICBO Certification Number Print Name Rev: 7/97 Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 FIELD REPORT AVAILABLE: SOIL REPORT (V) (N) APPROVED PLANS~ PG Branch Office 904 Rancheros Drive, Suite J. San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 SPECS M1ftj APPROVED SHOP DRAWING~ 01- OF REPORTING REQUIREMENTS: rcB6 FIELD INSPECTION MANUAUMTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE rs NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN-A DEFICIENCY,. YOURS ORA PREVIOUS INSPECTOR'S, rs CORRECTED, so NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. · CONTRACTORS EQUIPMENT/ MANPOWER USED: . AREA, GRID LINES, PIECES OBSERVED: STRUCTURAL NOTES, DETAIL, OR RFIS user,: REMARKS, INCLUDING MEETTNGS: WEATHER: //4{.,i M.t<A.. TEMPERATURE: &o--e~ ~ 2.'AO SITE TIME START: ____ v~------ LUNCH PERIOD: /J._-/ ~: 3 0 . Print Name SAMPLES TAKEN: ,{'J 0 TESTS REQUIRED: J.j V SITE TIME FINISH:_3_~·~6_0 ___ _ TRAVEL TIME: j<J M,i',.J ~ VERIFIED BY: ~ c., 1 7 Rev: 7/97 Corporate Office 2992 E. ta Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 ENGINEER CONTRACTOR · ) . { ,.,_..,. · ,,~-;;:: C: · lr·, • ! ' ..__ ,. ~ -• ::::::· / :>" \ ~ . SUB-CONTRACTOR , , _ /, , '' -' t ,:, .. FIELD REPORT OTECHNICAN AVAILABLE: SOIL REPORT (Y) (N) APPROVED Pl.ANS M:tffr FOR WEEK ENDING -REPORT NO_-PG . c; ':_ t~, Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 SPECS {!'l'iiN) APPROVED SHOP DRAWING ~ (N)- PROJECT. NO. (_ . ' OF REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUAL/MTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORiGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL TEST REPORTS): CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA. GRID-UNES, PIECES OBSERVED: STRUCTURAL NOTES, DETAIL, OR RFIS USEfJ: ' REMARKS, INCLUDING MEEnNQS: WEATHER: SAMPLES TAKEN: TEMPERATURE: TESTS REQUIRED: SITE TIME START:..,.c9-c..c.~-'3()=---.,__ ___ _ SITE TIME FINISH: -'/,'-tJ-',._' ... 'J'""t},__ ___ _ LUNCH PERIOD:---~----TRAVEL TIME: ________ _ VERIFIED BY: -~------'''--L __ · -- I 00 CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH THE SOIL INVESTIGATION RE MENDATIONS, AND/ OR THE APPROVED PLANS) SPECIFICATION D APPLJCABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT aL__.-7:::::----=-~,,,-.~ Signature t) 7 ! /S-/1997 Date of Report ICBO Certification Number £"/h.g-t;C' Cu H "1; ~ihe.:wi PrintName · ' Rev: 7/97 Corporate: 2992 E. La Palma, Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax.: (714) 6.32-2974 Branch: 904 Rancheros Drive, Suite L San Marcos, CA 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 ;, PUNCH LIST -DEFICJENCY REPORT PROJECT NAME: CAeJ~ t1LJ.J ? C' (; r..-: .... _ ,. L. c .... ,, ~L r. r:-PROJECT NUMBER:_ ~ 1 t/CJ-~ 0 D ~-l PAGE£ of I DATE ' PIECE DATE INSPID NO. FOUND DESCRIPTION OF CONDITION EXACT LOCATION NO:· CORRECT BY I . 1::7 -Fl~ 9q ~t-1\-lH -b~ W~\ht.!..<,pt..-'p(IW!,, i' be\Ail S 1(11:-,t). '1.~, LAJ <;-iL,L, J. ,L>•>,l ,dt,,.,,,1\ ul ;,.._•/ -;;,._.1_~ '(A/ i f:'''J?...,, • ..,,(e._ ~4A t ·:_i.,4 B ~ .... 'ru..k ,f \, /P, !<::.'I .. '() ·v ( 0 JLt<:,: 'L, i!(lfr"•"::r1?<_, ~\. c; f\ Ml <um. v, ( "?-,, ;:.; .• P.., Q;e,,._ A .. l4 ;' I t1 /4 n.f ; l II V I 1 • -5... x. fa'' ,:... (p ~ E ;~..._ i._., 1 1l. .1 <J. '\.. \c-.1-c C Ll ,' J o L .-h-, ' ' . ~I II ' , , 1-iJ. -r ·-'(J •.... ( (;~<./-i)__ ~ .P~ '"' ld · /,. .. t ,:, .' . -r, .. c. ~-c:; "--n --I ..., . ' " / ,, E'b.. ~.~I.,.. n.i:: /t-)i l 1-.0 ,,__.•.,.,_,.p ,....;; K' J/,,,+ Lle.L./ -I .. I r) u I ,, SIGNATUR~(,,. Ji· · ., ,_,. / .,Y--j f// .. ~-----.·,/ --J I I I • ..__ -"' PRINT NAME: r;.. J he-ff-· ( , 11 '\ ~ . J\::Yfr,,,-Ji,,:i J C / , I \, 8 / (\ ~EPORt OF CYLINDER TESTS Corporate Office · 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 : ~ > Branch Office 904 Rancheros Dr., Suite L San Marcos, CA 92069 Tel: (760) 735-5060 Fax: · (760) 735-.8979 CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 2075 LAS PALMAS PROJECTNO. 4746-2 PROJECT NAME:CARLSBAD RESEARCH CTR, CARLSBAD, CA 92009 CLIENT: CORNERSTONE CONSTRUCT I ON SET 8684 AGE DATE NOMINAL LAB NUMBER (DAYS) SIZE A 7 JLtn 30 6X12 B 28 JLll 21 6X12 C 28 JLll 21 6X12, HD 2S JLtl 21 'SPECIFIED STRENGTH 3000 PSI CAST BY DS LOCATION F'f~NEL #23 CONCRETE SUPPLIER MIX NO. 355P TYPE OF CEMENT TICKET NO. 326843 WATER ADDED AT SITE AUTHORIZED BY SLUMP 4. 0 IN MIXING TIME 5 GALLONS CONTRACTOR 34 MIN RE!',tARKS DISTRIBUTION . ( 5 ) CORNERSTONE CONSTRUCTION TURPIT PARTNERS LOT 47-BLDG B PROJECT ADDA.CARLSBAD BP/OSA NO. CB98383 PLAN FILE NO. ACTUAL AREA LOAD STRENGTH '(SQ. IN.) (LBS) (PSI) 28.46 85500 3004 .28.46 143000 5(>24 28.46 136~100 4796 o.oo TYPE OF FRACTURE ON 99 . J Lln • 23 DATE RECEIVED 99. JLln. 24 AIR % UNITWEIGHT PCF CONCRETE TEMP 86 Of AMBIENT TEMP 71 Of ADMIXTURES NmiJAK-MEULMESTER & ASSOC I ATES Respectfully Submitted, CITY OF CARLSBAD-BLDG. INSPECTION DEPT. MTGL, INC. COMPRESSIVE STRENGTH: lfcONFOAMS DOES NOT CONFORM D 99. Jul. z:::; Corpor~te Office Br~mch Office 2992 E. La Palma Ave., Suite A 9Q4 Rancher0s Dr., Suite L San Marcos, CA 92069 REPORT OF CYLINDER TESTS · Ana:heirri, CA92806 Tel: (714)·632-2999 Fax: (714) 632-2974 CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 2075 LAS PALMAS CARLSBAD, CA 92009 CLI~T: CORNERSTONE CONSTRUCTION · Tel: . (760} 735-5060 Fax: (760} 735-8979 PROJECT NO. 4746-2 PROJECT NAMECARLSBAD RESEARCH CTR , LOT 47-BLDG B PROJECT ADDR.CARLSBAD BP/OSA NO. CB98'.::;;93 · PLAN FILE NO. SET 8683 AGE DATE NOMINAL ACTUAL AREA LOAD STRENGTH TYPE OF :LAB NUMBER . _(DAYS) A 7 Jun 30 B 28 Jul 21 C 28 Jul 21 HD 28 Jul 21 SPECIFIED STRENGTH 3000 PSI CAST BY DS LOCATION T t LT UP PANEL # 1 7 CONCRETE SUPPLIER SUPER I OR READY MIX MIX NO. 35!:,P TICKET NO. 326828 WATER ADDED AT SITE AUTHORIZED BY SLUMP 4. 5 IN REMARKS DISTRIBUTION ( 5 ) TYPE OF CEMENT MIXiNG TIME CORNERSTONE CONSTRUCTION TURPIT PARTNERS 96 MIN SIZE 6X12 6X12 6X12 (SQ. IN.) (LBS). (PSI) FRACTURE 28.46 117000 4111 28.46 170000 5973 28.46 162000 56S12 o.oo ON 99 • Jun • 23 DATE RECEIVED 99. Jun. 24 AIR UNITWEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES % PCF 85 ° F 71 ° F NOIJJAK-MEULMESTER s,. r.7:iSSOCIATES . Respectfully Submitted, CITY OF. CARLSBAD-BLDG. INSPECTION DEPT. MTGL, INC. COMP~IVE STRENGTH: ~CONFORMS DO~OT CONFORM D 99. Jul. 23 Corporate Office Branch Office 2992 E. La Palma Ave., Suite A Anaheim, CA92806 904 Rancheros Dr., Suite L San Marcos, CA 92069 Tel: (760) 735-5060 Tel: (714) 632°2999 Fax: (714) 632-2974 Fax: (760) 735-8979 REPORT OF CYLINDER TESTS CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 2075 u~s PALMAS CARLSBAD, CA 92009 CLIENT: CORNERSTONE CONSTRUCT I ON -- SET 8682 AGE DATE NOMINAL LAB NUMBER (DAYS) SIZE A 7 Jun 30 6X12 B 2a Jul 2f 6X12 C 28 Jul 21 6X12 HD 28 Jul 21 PROJECTNO, 4746-2 PROJECT NAME:CARLSBAD RESEARCH CTR, LOT 47-BLDG B PROJECT ADDR.CARLSBAD :BP/OS.A NO. CB983843 PLAN FILE NO. . ACTUAL AREA LOAD STRENGTH (SQ. IN.) (LBS) (PSI) 28.46 108000 3794 28.46 145000 5094 28.46 142000 4989 o.oo TYPE OF FRACTURE SPECIFIED STRENGTH 3000 PSI CASTBY·I'.)s ON 99 . Jun • 23 DATE RECEIVED 99. Jun. 24· LOCATION TILT UP PANEL #14 CONCRETE SUPPLIER SUPER I OR READY MIX MIXNO. 355P TICKET N0.326812 WATER ADDED AT SITE AUTH.ORIZED BY Sl,UMP 5.0 IN REMARKS DIST.,IBUTION ( 5 ) TYPE OF CEMENT MIXING TIME CORNERSTONE CONSTRUCTION TURPIT PARTNERS 35 MfN AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES NOWAK-MEULMESTER & ASSOCIATES Re•pectfully Submitted, CiiY OF CARLSBAD-BLDG. INSPECTION DEPT. MTGL, INC. COMPRESSIVE STRENGTH: % PCF 78 ° F 58. ° F r/,coNFORMS DOES NOT CONFORM D 99.Jul .23 "' ' .,, Corporate Office Branch Office 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 !;)04 Rancheros Dr., Suite L San Marcos, CA 92069 Tel: ·. (760J 735-5060 Tel: (714) 632-2999 Fax: (714) 632-2974 Fax: (760) 735-8979 REPORT OF CYLINDER TESTS CITY OF CARLSBAD~BLDG. INSPECTION DEPT. 2075 LAS PALMAS CARLSBAD, CA 92009 CLI~T:-CORNERSTONE CONSTRUCTION SET 8642 AGE DATE NOMINAL L~B NUMBER (DAYS) SIZE A ..., Jun 2:-$ 6X12 / B 28 Jul .1:4 6X12 C 28 Jul 14 6X12 PROJECT NO. 4746-2 'PROJECT NAME:CARLSBAD RESEAl::;:CH CTR , LOT 47-BLDG B PROJECT ADDR.CAl::;:LSBAD BP/OSA NO. PLAN FILE NO, ACTUAL-AREA LOAD STRENGTH (SO. IN.) (LBS) (PSI) 28.46 79000 2776 28.46 115000 4040 28.46 115000 4040 TYPE OF FRACTURE SPECIFIED STRENGTH 3000 PSI CAST BY CL I ENT ON 99. Jun. 16 DATE RECEIVED 99. Jun. 17 LOCATION. #3 COLUMN CONCRETE SUPPLIER SUPER I OR READY MIX MIX NO. ::;;;55p TICKET NO. 137248 WATER ADD~ AT SITE AUTHORIZED '3Y SLUMP 4. (l IN REMARKS DISTRIBUTION ( 5 ) TYPE OF CEMENT MIXING TIME CORNERSTONE CONSTRUCTION TURPIT PARTNERS 'MIN AIR UtlTWEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES NOWAl<-MEULMESTER 8{ ASSOCIATES Respectfully Submitted, CITY OF CARLSBAD-BLDG. INSPECTiON DEPT. MTGL, .INC. COMPRESSIVE STRENGTH: % PCF 80 o F 68 o F ~CONFORMS DO~~T CONFORM D 99.~'Jul.23 POOR QUALITY ORIGINAL S -~.VJul-27-99 01: 39P ,yi. -~ :! Corponte Office 2992 E. La Palma Ave., Sulle A Anaheim, ~1moml1 .92806 Tel: (714) 632-2999 Fax: (714) 13i-2tn FIELD REPORT G lfCHNICAH AVAILABLE: SOIL AEPOIIT IV) (Ill lll'PIIOVl:0 Pl,ANS (~ tOII W(FK CNOINll . Branch Office 904 Rancheros Drive, Suitt L San Marcos, Callfamla 92069 Tel: (760) 735-5060 Fax: (760) 735-1979 Sl'f.CS (Yl (N) APPROVED SHOP OMWING (\') (NI Rl,:l'<)RTING 11.t:Ql!IH:l!~NTI;, ICllt) t'll:.LD JN!,WHC~n(,N MANI !A!JMTGL son .• MANUAL RBV11'W l'RhVJOl7S ~r:J'()JCl'li AND LISTS Ir-TJmRfi IS NON-1:0NF<>RMING WORK I\T'l'Hf END Ol'TI It: WORK J)AY. OR MISSINO MTltS. 11.1\0 RF!$. ltTC., 1-itL Ot'T /\NI) /\ITACH !'I nlit'l<':tENCY Rl(PCIRT wtmN A ni,m:1i:il-lCY. YOURS OK A p~vmus 1:-isl·ECToR·.~. 1s co!U<ECIT".o. so N()'l'E oNilm <>R1(;1~AL om:rccENt:Y REPORT ANO St.11:JMIT ,\ COl'Y wnH YOllR WIH!)(.':; kEPORTS. CONTRM:TORS EOUIPMFNT I MANl'OWER USED· t' ~ l' I -) ' , • •• I• p--r· · -is ~L-.,t H---~if8-(._.,.,"--t 1------'----------------------·,,,.-----'------------ STRUCT\JAAI. NOTES. OFTAll, OR Rf IS USE&; CJ /... L .. ' . ' -~------~·---· . --J..L.c.....£~--: ~· 1 _,.f=--,....L.t~'-1 ~511111!.... .¥.L-fa!....1-, , _________ _ Rt"'1\AKS, 111'1.I/Olff fllf!Tl#II: •----'---·'------------------··-,-....· -----------------------! BEWQBK AS PERCENT OF ALL WQBK TODAY· WliTHER. w~. I M, "( J_ T£r.ll'EMTURt. ].')--8 :L,'° Silt Tlll'f START,. • 2~§J C) SITE TIME FINISH: • . ~: '°1? PERCENT PROJECT COMPLETION: SAMPI.ES TAKrN N II ll/NCI< PERIOD: . ./-:J..-,, / ;).,...' 3 0 · . ..:/c-I I TRAVEL TIME: _ F,~ _ _: #I I H Svpf.. I..J.r-sl-"-t""it14,.,-tf ' VERIFIED BY: ··---- I 00 CERTJFY tHAr I HAVE PERSONALLY OBSERVED AU OF THE WORK LISTEO ABOVE ANO llil\T nus WORK COMPLIES Willi THE SOIL INVESTIGATION RECOMM~NDATIONS. ANO I OR THE APPROVED P~PtS. SPECIF!~ SANO APPi ICABL£: SECTION OF TH~ BUILDING CODE:UNLESS OlliERWIS~ NOTED IN THE DEFICIENCY REPORT ~~ _ ·-····-· 07 1 :J.::L.11991' Qd.:Tt86ft>-&ti-. S1ona1u111 . D~lft otReport ICBO tertl!IC&IIOII N~mber £/6c.l?C efJN <tJ9'1Awt Priflt Name r · ~~ul-28-99 08:00A .. Corporate OHJc.e 2992 E. la Palma Ave., Sulla A Anaheim, Cc1Ufomic1 92806. Tel: (714) 632·2999 Fc11: (_714) 632-2974 Post-it" Fax Note 7671 To. ,· Cci.!Oept. Pho,\e11 Phone tt FaX'lt _llf:PORT i.), Pl.,IH fllENO. PG P.01 Sranch Ortfce ancheros Drive, Suite l arcos. CaUfarnla 92069 Tel: (760) 735-5060 Fax: (7&0) 735-8979 1 {1111 11rrnv,.O SHOP OAA'MHG (YI !NI I .Of airoa'i'iNG REQ~REMENTS: (CIIOflELD INSPECTION MA.'IUA!JMTGL SOIL. MA.i'IUAL R!::VI.EW PREVIOCS REPORTS ANO I.ISTS II' Tl lllRF. IS NON C:ONl'<)RMINC: WORK. A:J' TH.Ii 1:ND Of THI:: WOK!< lJA'i. Of< MJSSCN'OMUtS, ANO Rl'IS. lffC:., I'll.I. Cll.T AND A'!T;\C:11 A 01:l'lC:IK'IC.:Y Rl!PORT WHEN A DEFICIENCY. YOURS OR A PREVIOUS INSPl:CTOR.'S, IS CORRr-.c::mn. 5() NC)Tti ON THI:: OlllCINAL DEFICIENCY REPORT ANO SUHMrr /\ COPY WIT!-( YOlJK W:eF.K"S ltEPOR.TS. CONTRACTORS EQUIPMENT I IIANPOWBI USED· . Ctu:we< .-&As 0,,...A...e rS~J I , STRIJCT\I.R.Al NOTES. DETllll. OR AFIS USEr,: REWORK AS PERCENT OF ALL WilBK TODAY; PEBGENI PROJECT COMPLETION· SAAO'US TAKEN: ·- TESTS A.EWIAfl)• I),.~/ Af-771. -~ r.. ,,,, ~ . ? 11!1-n> SITE TIME·START· • ,.r, .. ··---.,-, 30 ,1//1· SITE TIME FINISH: ..c.',. .... _.__ __ _ LUNCH PERICO· f;i_ ... ~-Jc·_·-._, __ _ TRAVEL TIME:-·-.. ·-·------- I DO CERTIFY THAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WtTlt lHE SOIL INVESTIGATION RECOMMENDATIONS. ANO/ OR HE APPROV~O l'LA~S. SPECIFICAYIONS ANO APPLICABLE SECTION OF THE BUILDING CODE. UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT ~~.c-L.{&~-- SigriitUril Dahl al Report ICSO C1r1itication Number ~Tt·11 c l.t.)rlte1LS Print Name Rev· 7197 3 Corporate Office Branch Office 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 904 Rancheros Dr., Suite L San Marcos, CA 92069 Tel: (760) 735-5060 Tel: (714) 632-2999 Fax: (714) 632-2974 Fax: (760) 735-8979 REPO.RT OF CYLINDER TESTS CITY OF CARLSSAD-BLDG. INSPECTION DEPT. 2075 LAS·PALMAS CARLSBAD, CA 92009 CLIENT: CORNERSTONE CONSTRUCT I ON SET 8696 AGE NOMINAL LAB NUMBER (DAYS) DATE SIZE A 7 Jul 01 6X12 B 28 Jul ,.,,.., .s::...::. 6X12 C 28 Jul 22 6X12 HD 28 Jul r:-.-~ L.S::. - PROJECT NO. 4746-2 PROJECT NAME:CARLSBP,D RESE14RCH CTR, LOT -'1-7-BLDG B PROJECT ADDR. CP1RLSBAD BP/OSA NO. CB983843 PLAN FILE NO. -ACTUAL ·AREA LOAD STRENGTH (SQ. IN.) (LBS) (PSI) 28.46 81500 2863 28.46 158000 5551 28.46 164!:,00 "$7::-~s) o.oo TYPE OF FRACTURE SPECIFIED STRENGTH . j"(i()O PSI CAST BY DS ON 99. Jun. 24 DATE RECEIVED 99. Jun. 25 LOCATION PANEL :M:2 CONCRETE S!JPPLIEA SUPER I OR REAPY MIX MIX NO. 355P TYPE OF CEMENT TICKET NO. 326878 WATER ADDED AT SITE AUTHORIZED BY SLUMP 4 .5 IN REMARKS DISTRIBUTION ( 5 ) MIXING TIME 5 Gf4LLONS CONTRACTOR CORNERSTONE CONSTRUCTION TURPIT PARTNERS 4!:, MIN AIR UNIT WEIGHT CONCRETE TEMP AMBIENT TEMP ADMIXTURES % PCF 81 Of 68 Of POLYHEED NOWAK-MEULMESTER & ASSOCIATES Respectfully Submitted, CITY OF CARLSBAD-BLDG. INSPECfION DEPT. MTGL!, .INC. COMPRESSIVE STRENGTH: rLCONFORMS DoEIN~T CONFORM D 99.Jul.30 -, REPORT OF CYLINDER TESTS Corporate Office 2992 E. L.a Palma Ave., Suite A Anaheim, CA 92806 Tel: (714) €132-2999 i=ax: (714) 632-2974 Branch Office 904 Rancheros Dr., Suite L San Marcos, CA 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 PROJECT NO. 47 46--2 CITY OF CARLSBAD-BLDG. INSPECTION DEPT. 2075 LAS PALMAS PROJECT NAME:CARLSBAD RESEARCH CTR, CARLSBAD, CA 92009 CLIENT: CORNERSTONE CONSTRUCT :CON SET 869:, AGE NOMINAL LAB NUMBER (DAYS) DATE SIZE A 7 Jul 01 6X12 B 28 Jul 22 6X12 C 28 Jul 22 6X.1.2 HD 28 Jul 22 SPECIFIED.STRENGTH 3000 PSI CAST BY DS LOCATION Pf°:)NEL t!:9 CONCRETE SUPPLIER SUPER I OR READY MIX MIX NO. 355P TYPE OF CEMENT TICKET NO. 32{;,86;'::, MIXING TIME 40 MIN WATER ADDED AT SITE 1 C~l GALLONS AUTHORIZED BY CONTRACTOR SLUMP 4 • 8 IN REMARKS DISTRIBUTION ( 5 ) CORNERSTONE CONST~UCTION TURP IT PARTNERS LOT 47-BLDG B PROJECT ADDR. CARLSBAD BP/OSA NO. CB983843 PLAN FILE NO. . · · ACTUAL AREA · LOAD STRENGTH TYPE OF (SO. IN.) (LBS) (PSI) FRACTURE 28.46 100000 3~51:;;; 28.46 130000 4567 28. 4-6 13:,000 .47.q.:3;, o.oo ON 99.Jun.24 DATE RECEIVED 99. Jun. 25 AIR % UNIT WEIGHT PCF CONCRETE TEMP 80 ° F AMBIENT TEMP 62 ° F ADMIXTURES POL YHEED NOWA ~::-MEULMESTER & ASSOC :CATES Respectfully Submitted, CITY OF CARLSBAD-BLDG. INSPECTION DEPT. MTGL, INC. COMPRESSIVE STRENGTH: ~CONFORMS oor/ NOT CONFORM D ·~t. !;>'cl :NOulAK MEULMESTER froM 6195~65163t6038389 NOWAK-MEULMESTER & ASSOCIATES ST~UCTURAL ENGINEERS . I -.. 1. FAX COVER SHEET SENiiO: COPY TO: COPY TO: NAME: Gary Potter NAME: Jack Williams 'NAME: FIRM: Turpit & Potter FIRM: Cornerstone Const. FIRM: FAX#: 535-9455 .FAX#: (760) 603-8389 FAX#: FROM: NAME: Mark-Knox 9888 Carroll Centre Road, Suite 228, San Diego, CA 92126 FAX#: (858) 536-5163 E-Mail: rnknox(@nma-engineers.com <5')( -) D ~ . FoR ~u,:\...t)l~b ~'PT. c_~LC-._) TOTAL NUMBER OF PAGES TRANSMITTED (INCLUDING COVER SHEET): 3 Please call (858) 536-5166 if you did not receive all of these pages. Thank you. The Original \Atll.l.. / WILL NOT be mailed to your office . !TIME: 1:ZD . !BY: mk E-Mail: nma@nm;;i-engineers.com 6/8/99 10:33 IDATE TRANSMITTED: . . ~J,Jcr, 9888 Carroll Centre Road, Suite 228 San Diego, California 92126 (858) 536~5166 .. Fax: ·(858) 536-5163 , .~, Corporate Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel" (714) 632-2999 Fax: (714) 632-Z974 ENGINEER FIELD REPORT 0 TECHNICAN . AVAILABLE: SOIL REPORT (V) (N) APPR~VE0 PLANS (llH/f) Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 SPECS (Y) (N) ,; APPROVED SHOP DRAWING~ REPOifi'iNG'REQmREMENTS: ICBO FIELQ INSPECTION MANUAUMTGL SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATTACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS ORA PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT ACOPYWTIBYOUR WEEK'S REPORTS. MATERIALS USED 'BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIAL 'CONTRACTORS EQUIPMENT/ MANPOWER USED: AREA. GRID LINES,-PIECES OBSERVED:_ WEATHER:, U) ~t-1'"'-( hu-~: !.. Sc:...a.iJ..A1,.....c:l Sko-v..ie ... ~ SAMPLES TAKEN: J,.rO TEMPERATURE: ·80 -6 ~ O TESTS REQUIRED: ,-., c) ,-I 01"°'\ SITE TIME START: ___ v __ ~--""!,.O SITE TIME FINISH: __ ....., __ "J _____ _ LUNCH PERIOD: ./~.-J'J_: 30 TRAVEL TIME: __ :·-11'--°'+-I _,_M~, 1_,_rJ~-- I DO CERTIFY THAT _I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND THATTHIS WORK .COMPLIES WIT AND/ OR THE A~VED PLANS, SPECIFICATIONS A APPLICABLE SECTION OF THE BUILDING CODE, UNLESS OTHERWIS ~ L--:_ A.. · () r; , o 8 1199<:/- ( .. M7igna1ure · Date-of Report F fb t. £{ C.ni t>l I N 1 ~<'H-1\ r Print Name \ '-fl ,R,,_ a pl"= OY Pd_ c... HE SOIL INVESTIGATION RECOMMENDATIONS, OTED IN THE DEFICIENCY REPORT ICBO Certification Number Rev: 7/97 , .~ . Corporate ·Office 2992 E. La Palma Ave., Suite A Anaheim, California 92806 Tel: (714) 632-2999 Fax: (714) 632-2974 FIELD REPORT AVAJLABLE: S~EPORT (Y) (N) APPROVED PLANS (~ . · Branch Office 904 Rancheros Drive, Suite L San Marcos, California 92069 Tel: (760) 735-5060 Fax: (760) 735-8979 REPORTINGREQUIREMENTS:ICBO FIELD INSPECTION MANUAUMTGi. SOIL, MANUAL REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS, AND RFIS, ETC., FILL OUT AND ATrACH A DEFICIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR'S, IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEK'S REPORTS. MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO. OR MATERIA!-TEST REPORTS): STRUCTURAL NOTES, DETAIL, OR RFIS user,: REMARKS. /NCLUD/NQ MEET1NQS: WEATHER: Su /.I NY q 1--\1 tJ.. TEMPERATURE: $0 O SITE TIME START:_·7,_,_; ~o_o ___ _ LUNCH PERIOD: / 7,.-/ ;J...: .3 0 SAMPLES TAKEN: TESTS REQUIRED: SITE TIME FINISH: __ :3~· '-';----'3:.....CV'---- TRAVEL TIME: --~'f~e>-~r½-~1-~"--- I 00 CERTIFY TliAT I HAVE PERSONALLY OBSERVED ALL OF THE WORK LISTED ABOVE AND TH.AT THIS WORK COMPLIES TH THE SOIL INVESTIGATION RECOMMENDATIONS, _ Cf ™"PP v,, ,LANs.~·;z::•uCABLE sECTio••""' ;;,·:;; ":::~·™'" "' •• ,,.,. ;;~~~::"~~s Signature Date of Report ICBC Certification Number Et/:it:: ~T {1,µN;cl'f b AM Print Name / Rev: 7/97 ·"\ POOR QUALITY ORIGINAL S ~~~ 1< P.'""t'"~ / l~fl °E,(c=~ t Ro 11( 8 V R~E;] CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO •TRACY •CORONA •OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT PAGE OF CTE JOB# ______,c...,.1,2,_' _._4"--'-~""----''::-,,_,-'--9 __ REPORT# _______ _ PLAN FILE: ____________ _ BLDG PERMIT: C .0 -/9 //. a / OTHER: C 13 0 I z 2-8 4 Material Sampling / ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK )REBAR ( ) STRUCTURAL STEEL ( ) BOLTS . Certifjpa.~'?". of 99~Pl!i.me~: 'Al{ :Wfll'k/ µnle~; qth~~jse. :note¢; 9qrhplies witfa:.~re. approved plans and spe ifica ·ons and the anif9rm J:>Uil~lr:i'g -'?9<;le._, ·: ·· · : ··_., · . ·: · .. : / . \ ., ·' '. · ~ :. ·. ·. · :. : · '· · · · · • GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO. CA 92029 (760) 746-4955 FAX (760) 746-9806 August 13, 1999 Mr. Ned Banning Diversified Properties 1770 Gillespie Way Suite 101 · El Cajon, California 92020 Re!-·Ghanges to bujlding exterior finishort Lots 41:and 48. Dear Mr. Banning: Archifecfural Review Commiftee The Design Review Committee has considered your request to repaint the wainscoting and insert panels· on the north and east elevations on the Lot 48 building in a color that matches the rest of the waif. In addition we understand that you would like to paint the wainscoting, insert panels, and walls on your Lot 47 building in the same wrifohl?-color as now proposed for the Lot 48 building. The Committee notes that the subject walls are not visually prominent from any of the main roadways in the CRC. The proposed color is in conformance with the design guidelines of the CRC and matches the finish on the Lot 48 building. Therefore the committee concurs with the requested changes. ' cc: A:. Blackmore J. Ridge 1530 f orod114 Avenue Suile 1()0 • Corlsbodt CA 92008 • (760) 931-0780 • (760) 931-5744 fox . . DIVERSIFIED PROPERTIES 1770 GILLESPIE WAY• SUITE 101 • EL CAJON CALIFORNIA 92020 (FAX) 449-7886 (619) 449-7881 August 23, 1999 Van W. Lynch Assistant Planner CITY OF CARLSBAD 2075 LasJ?.almas-Drive-·-- Carlsbad, CA 9920099-1576 Re: 1890 & 1891 Rutherford Road-Lots 47 & 48 Dear Mt. Lynch: I have enclosed for your review and file, a letter from Tom Hageman of the Carlsbad Research Center Design Review Committee dated August 13, 1999, regarding changes to the buildings exterior finish on Lots 47 & 48. I assume these changes meet with your approval but please advise. Best personal regards, N~ NB:rns Enclosures EsGil Corporation Professional Pfan. !l{.eview 'F.nginurs DATE: January 29, 1998 JURISDICTION: Carlsbad 3>1'-13 PLAN CHECK NO.: 97·!'3zt.69-SET: III PROJECT ADDRESS: 1890 Rutherford Rd PROJECT NAME: Carlsbad Research Center, Lot 47, Building B · D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. • The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are.resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. · • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#'. Date contacted: Mail Telephone Fax (by: ) In Person ·F1~ • REMARKS: 1. The architect or engineer of record sh prepare an inspection program which shall be submitted to the building official for appro I prior to issuance of the building permit. 2. Seven handicap parking spaces are required for: is project. 3. pl.1:AS'E-:s,=1=.~REfllSEBWAfifJ'A~TfONl ~ ~ -~~ ·sy:Abe-Doliente Enclosures: Esgil Corporation D GA D CM D EJ D PC 1 /29/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-3460 December 1, 1997 VALUATION AND PLAN CHECK FEE: JURISDICTION: Carlsbad PREPARED BY: Abe Doliente BUILDING ADDRESS: 1890 Rutherford Rd BUILDING OCCUPANCY: B/F-1/S-1 BUILDING PORTION BUILDIN.G AREA (ft..2) Shell Building (Office, manufacturing and warehouse) 56,559 SF Air Conditioning Flre Sprinklers 56,559 SF TOTAL VALUE: PLAN CHECK NO.: 97-3460 DATE: December 1, 1997 TYPE OF CONSTRUCTION: V-N VALUATION VALUE MULTIPLIER ($) 24.00 1,357,416 1.70 96,150 1,453,566 • 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 4,447.50 • 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 2,890.88 Type of Review: • Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 2,312.70 Comments: Sheet 1 of 1 macvalue.doc 5196 DATE: January 12, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3460 EsGil Corporation · Professiona{ Pfan !}(!.view '.Engineers SET:II PROJECT ADDRESS: 1890 Rutherford Rd PROJE_CT NAME: Carlsbad Research Center, Lot 47, Building B D APPLICANT D~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are. resolved and checked by building department staff. D The plans transmitted herewith have· significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until cor_rected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Turpit & Partners Architects, Inc.; Atth: Randy Chumly 6305 Lusk Blvd., Suite 200, San Die~o, CA 92121 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: -) Fax#: Mail Telephone Fax In Person D REMARKS: By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 CM D EJ D PC 12/30/97 trosmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 V Carlsbad 97-3460 II January 12, 1998 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1890 Rutherford Rd DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/30/97 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-3460 SET: H DATE RECHECK COMPLETED: January 12, 1998 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances .enforced by the·Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A .Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following Hems have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where · they are .located on the plans. Have changes been made not resulting from this list? DYes DNo Carlsbad 97-3460 II January 12, 1998 2. All sheets .of the plans and the first sheet of the calculations are required to be signed by the California l.icensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Check final sets of plans tor signatures. 5. As shown, the building is over area for the iype of Construction shown. Table 5-8. See correction item no. 6. 6. No single story can exceed the basic area allowed by Table 5-8 plus the ·increases allowed by Section 505. The maximum allowable for the one story portion of the building is only 48,000 SF (Basic + 3 yards of 60 ft + sprinklers = 8,000 X 2 X 3 = 48,000 SF). 12. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. TITLE 24 DISABLED ACCESS 15. Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the UBC. ADDITIONAL 21. Provide structural calculations for the columns that support the mezzanine only for.building B. 27. Show the beam at line 2.6 of the mezzanine (W18 X 40) as called out on sheet M6 of the structural calculations. Refer to sheet S3.0B of the plans. 35. Show the required footing for the wall at line 8. 7, 2.5 to 3 (3' -.0" X 8' -0" wit~ 11' extension with 17 -# 8 bottom and 1 0 -# 6 top) as called out on sheet F7 of the structural calculations. Refer to sheet S2.0B of the plans. 36. Show the required pad footings for the exterior columns at the mezzanine (6' -0" SQ X 15" with 7 -# 5 E.W.) as cal led out on sheet F 14 of the structural calculations. Refer to sheet S2.0B of the plans. Recheck the columns along prid line 5 between D & F. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. Carlsbad 97-3460 II January 12, l 998 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS • DISABLED ACCESS PARKING SPACES -1. Revise site plan to show compliance with the required number of accessible parking spaces for new facilities, (or at existing facilities where a change of occupancy occurs). Per Table 118-7 the minimum number of spaces is: [l_ Handicap parking is required for this project). Clearly show these on the site plans. a) 1 for each 25 spaces up to 100 total spaces. b) 1 additional space for each 50 spaces for between 101 and 200 total spaces. c) 1 additional space for each 100 spaces for between 201 and 500 total spaces. DATE: December 1, 1997 . JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3460 EsGil Corporation Prof~sional Pfan ~view 'Engineers SET:I PROJECT ADDRESS: 1890 Rutherford Rd PROJECT NAME: Carlsbad Research Center, Lot 47, Building B D APPLICANT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. • The oheck list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: Turpit & Partners Architects, Inc.; Attn: Randy Chumly 6305 Lusk Blvd., Suite 200, San Diego, CA 92121 • Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that th~ plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Mail · Telephone Fax In Person • REMARKS: Please see revised valuation. By: Abe Doliente Esgil Corporation D GA D CM • EJ D PC Enclosures: 11/14/97 Fax#: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-3460 December 1, 1997 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 97-3460 JURISDICTION: Carlsbad · OCCUPANCY: B/F-1/S-1 USE: Office, Manufacturing, Warehouse TYPE OF CONSTRUCTION: V-N ACTUAL A.REA: 56,599 SF ALLOWABLE FLOOR AREA: 64,000 STORIES: 2 Basic + 2 stories +60 ft on three yards + sprinklers 48,000 SF (for one story); 64,000 for stories HEIGHT: SPRINKLERS?: Yes OCCUPANT LOAD: -320 (to be checked at T. I.) R!;MARKS: Over area for one story. DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: December 1, 1997 FOREWORD (PLEASE Rl:AD): DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/14/97 PLAN REVIEWER: Abe Doliente This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based· on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans-will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1994 UBC) comforw.dot Carlsbad 97-3460 December 1, 1997 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fir_e Departments. · NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration·and the date the plan·s are signed. Business and Professions Code. 3. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: + Occupancy Group B/F-1/S,..1 + Description of Use Office, manufacturing, warehouse + Type of Construction V-N + Sprinklers: Yes + Stories 2 + Height + Floor Area + Justification to exceed allowable area in Table 5-8. (if applicable) 4. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. 5. As shown, the building is over area for the Type of Construction shown. Table 5-8. See correction item no. 6. 6. No single story can exceed the basic area allowed by Table 5-8 plus the increases allowed by Section 505. Car1sbad 97-3460 December 1, 1997 .. 7. Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by· an approved central, proprietary or remote, station service, or shall be provided·with a local alarm which will give an audible signal at a constantly attended location." Section 904.3. 8. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. 9. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report." 10. Note on the plans that hold down anchors must be tied in place prior to foundation in~pection. Section 108.5.2. 11. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special ·inspection in accoraance with Sec. 1701 of the Uniform Building Code. ITEM SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION STRUCTURAL CONCRETE OVER 2500 PSI FIELD WELDING · HIGH-STRENGTH BOLTS DESIGNER-SPECIFIED OTHER REQUIRED? X X X X REMARKS 12. When special inspection is.required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 13. Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2305. Carlsbad 97-3460 December 1, 1997 14. Specify plywood grade and panel span rating. Table 23-I-S-1. • TITLE 24 DISABLED ACCESS 15: Provide notes and details on the pJans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the USC. • ADDITIONAL 16. Provide a one hour fire rated door at the stairway enclosure. 17. Complete and recheck all the call-outs and cross references to the details. 18. Delete all th~ calculations that do not apply to building 8. 19. Recheck girder size along grid line 3 between F and G. Refer to sheet S4.0B of the plans. 20. Show all the required columns along grid line :3" as called out on sheets J4 and JS of the structural calculations·. Refer to sheet S2.0B of the plans. 21. Provide structural calculations for the columns that support the mezzanine only. 22. Provide structural calculations for the base plates for columns TS 4 X 4 X 1 /4 and TS 6 X 6 X 1 /4. 23. Show the required roof. edge beams at lines 3.8 and 3.9 as called out on sheets J9 and J1 0 of the structural calculations. 24. Show the edge beam supporting the girder at A-3 (W 18 X 35) as called out on sheet J1 0 of the structural calculations. 25. Show the required column at line 4 (TS 4 X 4 X 1/4) as called out on sheet J12 of the structural calculations. 26. Show the required floor joists (20" T JI 35C @ 16" 0. C.) between grid lines C & C.7 .and between 3 & 5 as called out on sheet M1 of the structural calculations. 27. Show the beam at line 2.6 of the mezzanine (W18 X 40) as called out on sheet M6 of the structural calculations. Refer to sheet S3.0B of the plans. 28. Provide structural calculations for the floor beams between E & F and floor beams between grid line 4 & 5. Refer to sheet S3.0B of the plans. 29. Show the required edge beams at line 3, E to E.5 (W 18 X 35) as called out on sheet M10 of the structural calculations. Refer to sheet S3.0B of the plans. Carlsbad 97-3460 December 1, 1997 30. Provide structural calculations for the lintel panels 26, 27, 35, 36, 37, 38, 40, 41, 42, 43 and 48. 31. Show the required reinforcements for panel 56 (# 6@ 15 11 0. C.) as called out on sheet L 1 0 of. the structural calculations. Refer to sheet S5.28 of the plans. 32. Show the required reinforcements of panel at line 5, 8.7 to C.5 (# 6@ 18" 0. C. vert. and # 6 @ 18 11 0. C. H with std. hook) as called out on sheet L 14 of the structural calculations. 33. Show 10 inches thick panels for panel 47 as called out on sheet L 14 of the structural calculations. 34. Show the required pad footings at line 3 to support the roof and mezzanine (7'-3" SQ X 15" with 11 -# 5 E.W.) as called out on sheet F3 of the structural calculations. Refer to sheet S2.08 of the plans. 35. Show the required footing for the wall at line 8.7, 2.5 to 3 (3'-0" X 8'-0" with 11' extension with 17 -# 8 bottom and 10 -# 6 top) as called out on sheet F7 of the structural calc1:1lations. Refer to sheet S2.0B of the plans. 36. Show the required pad footings for the exterior columns at the mezzanine (6' -0" SQ X 15" with 7 -# 5 E.W.) as called out on sheet F14 of the structural calculations. Refer to sheet S2.08 of the plans. 37. Clarify the size of HD1. 38. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 39. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No 40. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. Carlsbad 97-3460 December 1, 1997 . PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Glen Adamek/Eric Jensen 1. Each ·sheet-of the plans must be signed by the licensed designer. • PLUMBING (1994 UNIFORM PLUMBING CODE) 2. Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 The water line sizing chart as presented exceeds the maximum 8 FPS velocity shown in the "copper tubing" Installation Standards in the Uniform Plumbing Code. Additionally many flush valve fixtures require a minimum of 25 psi of residual pressure, not the 20 noted in the sizing calculation. 3. Check the roof drains that notes 2 8t 4 pertain to on sheet P-2. The civil elevations will not allow a 1/2"/foot slope to the curb face. Please redesign , if necessary. 4. Include the loading dock drain design oh the plumbing plans. Note: If you have any questions regarding this plan review list· please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ·+ ELECTRICAL PLAN REVIEW + 1993 NEC + PLAN REVIEW NUMBER: 97-3461 + PLAN REVIEWER: Eric Jensen 5. Address the grounding/bonding at the "chiller" area (both panels). It appears to be a separate "structure" and will certainly have isolated (from the main piping system) water piping system. (Shown on the plumbing pl.ans) 6. Note 14(a) on sheet E-3 is fine, it's just unreadable (or unnoticeable). 7. Describe what is going to be used as the transformer grounding electrode. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above ~t.(619) 560-1468. To speed the review process, note on this list ( or a cqpy) where the corrected items have been addressed on the. plans. Carlsbad 97-3460 December 1, 1997 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1995 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities as follows: (1) . Any building, structure, facility, complex, or improved area, or portions thereof, which are used by the general public. · (2) Any sanitary facilities which are made available for the public, clients, or employees in such accommodations or facilities. . (3) Any curb or sidewalk intended for public use that is constructed· with private funds. NOTE: All Figures and Tables referenced in this checklist.are printed in the California Building ·Code, Title 24. • SITE PLAN REQUIREMENTS 1. Clearly show t~at the site development and grading are designed to provide access to ·all entrances and exterior ground floor exits, as well as access to normal paths of travel, per Section 11278.1. Where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, stairways and .handrails, etc. 2. Plans show that more than one building is located on the proposed site. Accessible routes of travel shall be shown to be provided between buildings and accessible· site facilities, per Section 11278.1. 3. Show, or note that at every primary public entrance, and at every major function area along,. or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 11178.5.7 and 11278.3. • DISABLED ACCESS PARKING SPACES 4. Revise site plan to show compliance with the required number of accessible parking spaces for new facilities, (or at existing facilities where a change of occupancy occurs). Per Table 118-7 the-minimum number of spaces is: (7 Handicap -parking is required for this project). a) 1 for each 25 spaces up to 100 total spaces. b) 1 additional space for each 50 spaces for between 101 and 200 total spaces. c) 1 additional space for each 100 spaces for between 201 and 500 total spaces. Carlsbad 97-3460 December 1, 1997 5. Revise site plan to show that the accessible spaces are located, per Section 11298.1 as follows: a) On the shortest possible route to an accessible entrance, when serving a particular building. b) On the shortest route of travel to an accessible entrance of a parking facility. c) Spaces are to be dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking (i.e. strip centers). d) 6: Rt3yise site plan to show that accessible spaces comply with Section 11298.4.1 as follows: a) Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0" loading and unloading area on the passenger side of the vehicle. b) When more than one space is provided, in lieu of providing a 14'0" space for each space, two spaces can be provided within a 23'0" area with a 5"0" loading zone between each 9'0" wide space. c) Each space is to be a minimum of 18i0" in depth. 7. Revise plans to show that at least one in every 8 accessible spaces are served by an access aisle ~96" in width and designated ~s VAN_ ACCESSIBLE, per Section 11298.4.2. All such spaces may be grouped .on one level of a parking structure. · • SANITARY FACILITIES 8. Sanitary facilities are required to be accessible. • DRINKING FOUNTAINS 9. Plans shall indicate that the proposed water fountains comply with Section 11178.1 as either: a) Located completely in an alcove, ~32" in width and ~18" in depth. b) Positioned to not encroach into· accessible pedestrian ways. Carlsbad 97-3460 December 1, 1997 • TELEPHONES 10. Plans indicate public telephones (or public pay phones) are provided. Revise plans to show,. or note compliance with the following, per Section 11178.2 • GENERAL ACCESSIBILITY REQUIREMENTS • SIGNAGE 11. Where permanent identification is provided for rooms and spaces, raised letters shaU also be provided and shall be accompanied by Braille. Section 11178.5. 12. Provide a note on the plans stating that the signage requirements of Section 11178.5 will be satisfied. Carlsbad 97-3460 December 1, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Abe Doliente BUILDING ADDRESS: 1890 Rutherford Rd BUILDING OCCUPANCY: B/F.;.l/S-1 BUILDING PORTION , BUILDING AREA ' (ft. 2) Shell Building (Office, manufacturinQ. and warehouse) 56,559 SF Air Conditionino Fire Sprinklers 56,559 SF TOTAL VALUE PLAN CHECK NO.: 97-3460 DATE: December 1, 1997 TYPE OF CONSTRUCTION: V-N VALUATION VALUE MULTIPLIER ($) 24.00 1,357,416 1.70 96,190 1,453,566 • 1991 USC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 4,447.50 • 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 2,890.88 Type of Review: • Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 2,312.70 Comments: Sheet 1 of 1 macvalue.doc 5196 _; ' \ l --.1~-:~# City of Carlsbad · · M#hi·Uh44ihi·1•24·Eilh,t4,il BUILDING PLANCHECK CHECKLIST , ~3 AssEssoR's PARCE:L NUMBER: aZLa-:-Lao ~~L~ ENGINEERING DEPARTMENT APPROVAL . DENIAL The item you have submitted for review has been approved. · The approval is based on plans, inf¢rmation and/or specifications provided in · your submittal; therefore any changes to these items after this date, ihch,iding field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: attached report of deficiencies marked wit · . Make necessary corrections to plans or specifi tio for compliance with applicable codes an standards. Submit corrected plans and/or specifications to .this office for review. FOR OFFICIAL USE ONLY _ _ _ _ _ ENGmEERING __ AUTROBJZAtlON t6 ISSDE BUlt:DING PERMIT: _ £ By?rJ~m~~ . _,· . _Date: /J-q_cz ATTACHMENTS . Dedication Application .Dedication Checklist lmproverhentAppiication Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Appf!cation Right-of-Way Permit Sµbmittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: Michele Masterson City of Carlsbad Address: 2075 Lai; Palmas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4315 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 I\LASPALMASISYS\LIBRARYIENG\WORDIDOCS\Cl,IKLST\Bullding Plancheck Cklsl BP0001 Form MM.doc _ ,. • Rev.09'03'~675 Las Palmas br .• C&rlsbad, CA 92009-~ 576 • (619) 438-1161 • FAX (619) 438-0894 BUILDING PI-ANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale; Show: A. North Arrow D. Property Lines B. Existing & Proposed Structures E. Easements C. Existing Street Improvements· F. Right-of-Way Width & Adjacent Streets G. Driveway widths 2. Show on site plan: i~ e-f-t4i A. Drainage Patterns .YYl/Yl · .t b 1. Building pad surface drainage must maintain a minimum slope of one t ~ -r eco ('flYYlf,Yld:eel percent towards an adjoining street or an approved drainage course. . . ( {)/1, r,Aa ~ 11£> r 2. AD~ THE FOLLOWING NOTE: "Finish ~r~de will provide a minimum positive (:) V\, CL l rv-:. V '".:.J r '-drainage of 2% to swale 5' away from burlc!rng." ff\I?C[7-4lo B. Existing & Proposed Slopes and Topography ~· 0 0 0 0 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description · For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT.NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE. 4a. Project does not comply with the following Engineering Conditions of approval for Project No. __ --------------------------------- 4b. All conditions are in compliance. Date: __________ _ 1\1.ASPALMASISYSl!.IBRARY\ENG\WORD\DOCS\Cl::f.Kl.ST\Bulldlng Planchtick CklsJ B.P0001 Fonn MM.doc -2 Rev. 09/03/97 · \; ., 1 ST,t 0 ·o 0 0 0 BUILDING PLANCi-lECK CHECKLIST DEDICATION REQUIREMENTS 5. Dedic~tion for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ . . , pursuant to Carlsbad Municipal Code Section 18.40;030~ Dedication required as follows: ____________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed .by owner(s) prior to ,issuance of Building Perm.it. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will .not be accept by mail or fax. Dedication completed by: ______________ ___.______ Date: ____ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of. building construction whenever the value of the · construction exceeds $ . , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows:-------------- Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed appJication form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement· plans must be approved, appropriate securities posted and fees paid prior to issuance of buildihg· permit. Improvement Plans signed by: ----------Date: ----- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Mµnicipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _______ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: \\LASPALMAS\SYS\LIBRARYIENGIWORD\OOCSICJ:IKLSl\Bullding ~lancheck Cklst BP0001°Fonn MM.doc -3 Rev. 09/03/97 · 0 0 0 0 0 0 0 0 0 0 0 O· BUILDING Pl-ANCHECK CHECKLIST 6c: Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: .Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Muqicipal Code. 7a'. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). Write "No Grading" on plot plan if none is required. 0 7b. Grading Permit reql,Jired. A separate graqing plan prepared by a registered Civil 0 0 0 Engineer must be submitted together with the completed application form attached. NOiE: The Grading Permit must. be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: 7e. Graded Pad Certification required. (Note: P~d certification may be required even if a grading p~rmit is not required.) 7d.No Grading Permit required. 7e.lf grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work-adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: \\LASPALMASISYS\LIBRARY\ENG\WORQ\DOCS\Cl:lKLST\Bulldlng Pllnchecl< Cklst BP0001 Fopn MM.doe Rev. 09/03/97 -4 0 ·0 0 BUILDING PLA.NCHECK CHECKLIST 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page .. 10, INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt Li$t. You may telephone (760) 438-2722, extension 153, for assistance. lnc;tustrial Waste permit accepted by: Date: 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to ·issuance of grading or building permit, whichever occurs first. \\LASPALMASISYS\LIBRARY\ENG\WORO\DOCSIC,tjKLST\Buildlng Plancheck Ck~t l!P0001 Form MM.dgc Rev. 09/03/97 -5 .·\"' / /. ,.. $>-,,...-ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET ' o[t>f-4-7 ~ Estimate based on unconfirmed informatfon from applicant. ~ Calculation based on building plancheck plan submittal. Address: I tr() Ii(, ti..u;4¥<, If if Bldg. Permit No.G6' o/' 73 #o Prepared by~ l?'L-oate: /3/1-[)..-.-/ tl. :thecked by: --------Dare: ____ _ EDU CALCULATIONS: List types and square.footages for all uses. Types of Use:\)Jdi Sq. Ft./l-:JAits: 5(o z5S:°! , EDU'~: . · ~scoo !h ·.3_ 1 _ADT CALCULATIONS: List types and squar~·footages for all uses. ~ Types of Use: ~. ~.Ltu . Sq·. FtJ.URiie:-Sfo-, SS°! ~'6T.~ ?3 8 3 --_ ......... -=-..;;;.;...-- FEES REQUIRED: WITHIN CFD~ES {no bridge & thoroughfare fee, reduced Traffic Impact Feel , 1 n,{ ~N-LIEU F~E PARK AREA: ___ _ ~-rn;~~/U~IT:._____ X NO. UNITS: g/2. TR~FFIC IMPACT FEE 4"1, " ---J . ') e,o . .. ADT's/UNITS: 0( (l ') X FEE/ADT: d(l) - ~GE AND THOROUGHFARE FEE / ADT's/UNITS·:_____ X FEE/ADT:· ONO =$ -(;) =·$ ~) ~a 0 =$:c) / ~ FACILITIES MANAGEMENT FEE ZONE: ~s -/ J.!:NR;'S'l.FT.:50) 5S°I x FEE/SQ.FT./UNIT: • 4Q =~$2dJ laa4--.. ,~ 5. SEWER FEE · PERMIT No.S& 9 7 Ocxo<6 .. EDU's: //.r. 3 / X FEE/EDU: l, <g { 0 BENEFIT A~EA: E DRAINAGE BASIN:. __ . --/ a 7_q . EDU's: . f tf:, 2, . X FEE/EDU: Q_ =$ ao 0 4-:1 I =$ q·1 94 I , ~DRAINAGE FEES PLDA. ___ _ HIGH ___ /LOW ____ _ =$ -er .ACRES: · X ~ SEWER LATERAL ($2,5001 .a .J • • = $_-_u=----- FEE/AC:. ___ _ TOTAL OF ABOVE FEES*: $ _____ _ *NOTE: This calculation sheet hs NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. ·ocS\MISFORMS\FEE CALCULATION WORKSHEET C: "' ii: F (For non-residential development: Type of land used created by this permit: ______________________ ) C: C: a, a, ii: ii: Legend: ·~ Item Complete (Q] · rtem Incomplete -Needs your ac~ion DD Environmental Review_Required: _ YE-s _____ NO fTYPE '.\ DATE OF COMPLETION: ___ · ------------ Compliance with conditions of approval? tf not, state conditions which require action. · Conditions of Approval: o· Discretionary Action Required: YES_ NO "f-TYPE _____ _ APPROVAL/RESO. NO. _______ DATE ___ _ PROJECT NO. ______ ___ OTHER RELATED CASES:---------------------- Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:-_·----------------------------------- D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO--/?' CA ,Coastal Commission Authority? YES NO ''· . It' Calif9rnia Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-.1725; (61-9) 521-8036 Determine status .(Coastal Permit R~qu,ired or Exempt): Coastal .Permit. Determination Form already. completed? YES ~ NO __ '1t NO,' compfete Coastal Permit Determination -Form -now. . .. C~as_tal Per~it Determination Log #: -· -,....·-....... --- Follow-Up Actiol)s:· ' . . \ 1 ). Stamp Building-Plan$ as· ."Exempt" or "Ooa.~fal Permit Required" (at minimum Floor Plans). , · 2) Complete Coastal Permit Determination Log as needed. \ , ' ~DD \ \ ! ' ~DD ~DD ODD lnclusionary Housing Fee required: YES __ NO)O (Effective date of· lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES · NO . , · (Enter CB II; UACT: NEXT12; Construct housing Y/N; En~ Amount (See fee schedule tor amount); Return) ' Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-o\-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Interior Side: • Street Side: Rear: ~ . Required _____ _ Shown ------Required ------Shown ------Required _______ _ Shown ------Required _. _____ _ Shown ------ DD D 2. Accessory structure setbacks: /K Front: Required R ··~==--,-=-------- Required ------Required -------- own Shown Shown Shown Required ______ Shown 3. Lot Coverage: Required ~s-oi Shown salo Shown 36' !1~ /' &i;1-Shown 7 /0!;; Height: Required /:::.. '?5 . If) I ~?&~JS~~? /t).jJ;}. 'J~S(li>iff).S ":!>Cf b'? /j-..!.. Jt)vu ... 4_ ,...,.. .~ Parkinb: ' SpacesRequired ,d:f:!9~ Guest Spaces RegYJ!IJ:U~=====·=====-~~ll.D..==------==:;:::::.._ OK TO ISSUE AND ENTERED APPR L INTO COMPUTER 114:YcL DATE /l--{l!-f'6 ~ :,Pa t,'e..;;;r ,, ,:> ~ ,t: { ,. 12/04/97 13:,21 TURPlT ARCHITECTS INC. -+ 43801394 ~ --- ! . September B, 1997 John turpit Turpit Partners 6305 Lusk Blvd. Suite200 • -~' Cit}( .of . San Diego, CA 92121 SUBJECT: PRE 97-46 APN: 212-120-28, 29 A preliminary review of your project was conducted on .August 14, 1997. Listed below are the issues raised by staff. Please note that the purpose of a preliminary review is to provide you with direction and comments on the overall concept of your project. The greliminaa review does not represent an in .. depth analysis of your p,roject. Additional issues of concern may be raised after your application is submitted and processed for a more specific and detailed review. · Planning:. 1. As site plan is for two shell buildings and non ·dimensioned assumptions regarding stan~ard parking. spaces and c;1isles size, setbacks, etc., given experience of firm submitting, are conforms to standards. Nonetheless, please review Carlsbad Research Center Specific Plan. 2. Building elevations, especially along College Avenue, should conform to Specific Plan.· 3: Joint access and parki'ng agr~ement required. 4. Deed restriction required on lots to indicate use limitation due to number of parking spaces provided. No deed restriction required when provided at 4/1000 or greater. Engineering: 1. Since this project is being proposed over two existing lots, depending on property ownership, there may be some property boundary issues which must be addressed. If both lots are owned by the same individual(s-), ·then a coveoant of ·easement must be granted for reciprocal acc~ss and parking. Also,. depending on how utilities serve the site, a covenant of easement may be required for utility and drainage purposes. 2. A grading pem1it will not be required. A grading plan will be required to be submitted with the building plan set. It will ·be reviewed with the building permit application. 2075 Las Patmas Or:; • Carlsbad, cA, 92009-1576 • (619) 438-1181 • FAX (619) 438-0994 [il02 I ., .,.r, '' . ,. 12/04/97 13:21 TURPIT ARCHITECTS INC. ~ 43808~4 ND.020 ,.. .. _PRE 97-46 . SEPTEMBER 8, 1997 PAGE2 t.:!'\ \· '·:1 3. A minimum slope of 1 % is recommended on all paving to prevent ponding of water. 4. · The parking stalls between the buildings on the curved section must have a minimum width of 8-1 /2 feet at the entrance to the stall. Additionally these stalls should be double striped with a one foot buffer between the stalls. 5. Provide ~ minimum 5-foot -offset on each adjacent parking stall located at right angles to each other (e.g. at the NE corner of the parking lot). 6. The adj~cent parking st~lls at the west corner of the parking tot pose a conflict, when either car backs out of the stall there is a potenuai collision into the parked cars. Please redesign this parking ?trea to avoid this conflict.. 7. Please clarify whether the private drainage easement at the SW property line is proposed or existing. Permission from the easement holder is needed to allow parking as shown. 8. Please indicate No Parking at the north side of the mechanical enclosure at the SE corner of the parking lot. 9. Please show standard driveways at the entr~nces. 10. Indicate ·how National Pollutant Discharge Elimination System criteria will be met. Show parking lot water flow through vegetated swales or through a filtering system prior to discharge into a storm drain, Also, any loading areas loc;::ated in a sump must have pump facilities to direct drainage to a pollutant mitigation area. 11. This preliminary review does not constitute a complete review of the proposed project, additional items of concern may be identified upo.n formal project application submittal. Please contact Brian Hunter at (760) 438-1161, extension 4457 if you have any questions. GEW:BH:kr c: Michael J. Holzmiller Bobbie Hoder File Copy Data Entry [;103 City of Carlsbad •ilEiOOili~l·J4·Liiii,t4hi Ned Banning I)iversified Properties Suite 101 1770 Gillespie Way El Cajon CA 92020 {Via Fax (619) 449-7886) RE: 1891 RUTHERFORD RD-LOT 48-CARLSBAD RESEARCH CENTER Dear Ned: Pursuant to our conversation today, this letter is to permit the deferral of the installation of the employee eating area furniture located at 1891 Rutherford Road. Final inspection can occur without the furniture. Installation of the furniture will be required prior to the final inspection of the adjacent building, 1890 Rutherford Road, lot 47. It is understood that the outdoor furniture is to be located between the two buildings and may be damaged during the construction of the second building, If you have any questions regarding the above, please give me a call at 438-1161, extension 444 7. j~ Van Lynch As.sistant Planner c: Mike Black building file . 2075 La Palmas Dr. • Carlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 438-0894 { City of Carlsbad . •AFUUihi·l•J4·EiiU,14,il October 4, 1999 Ned Banning Diversified Carlsbad 47 & 48 1770 Gillespie Way, Suite 101 El Cajon, CA 92020 RE: 1890 and 1891 Rutherford Road Dear Ned: The Planning Department has reviewed your request to amend the outdoor eating areas for Lots 47 and 48 in the Carlsbad Research Center, 1890 and 1891.Rutherford Road. The change from seven tables and chairs/benches to three tables (two round and one rectangular) and chairs/benches and utilizing the two seat walls within the planters and a separate seat wall is acceptable as shown on the attached exhibit. These changes will need to be made on the landscape plans (DWG 360-5L) as as-built corrections and can be done when other changes are made. If there are no other changes, then the changes should be made prior to final inspection. If you have any questions regarding the above, give me a cali at 438-1161, extension 4447. Sincerely, sJ4}--- VANLYNCH Associate Planner VL:mh Attachment c: · Larry Black Building File 2075 l,..as Palmas Dr. • Carlsbad, CA 92009-1.576 • (760) 438-1161 • FAX (760) 438-0894 @ . .._;, .',~:·.-.-.-·,:~:-, ,:t.·t/~ ·.:·;:· \: . ~-,.:: ?:-\Tf 11::· ... ·~ /\)t:<=_· : .· .. , . ':/l;:.··:J:iii: :::i'::t.::l,iil\i~H-t.~r .· · ... \ .. ·:· : . "< .. • •• l f ... . '', ~ ~-. :.:_.:•_: .. . ... , ... · ~. • ~ • J· • '·· ... •• J. • • p~~ ?~ J •• ~ • . \•. . .:, ',t •• ·, '.· .. •,, .... ·->ie11i:)i;A4··~,: :':,.·. .· iiu1 ·1/f:iJlhJ.::·,?::· · .·r~'°~~~ .. f;; ~- •• • •• .. •, -1-:'"a •fJ,. "~ •,: . . .. •, . . . .. , . ., -APPROVED .. FOR .PLAN.TfN_G}\ND.~t*~ ··_:'/:-,:, RRIGA Tl()f\f ONl v: .. .:i-NcLu.0·1 N~\:}i:". • •• •• f •-"-v. rPRECISE LOCATION OF PLANTING{: . AREAS ::."':· Septeniber20, 1999 Mr. Van Lynch Associate Planner Planning Department City cJ Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 Divetsified Carlsbad 47 & 48 1770Glespie"Way Suite101 ECajon,Calla1ia92020 {619)49-7881 f619)449-7886 Fax Re: Tables and Chairs for Lot 47 -Carlsbad Research Center DearVan: Please find endosed a siteforthe break area between lots 47 and 48 (1890 & 1891 Rutherford Road} in the Carlsbad Research Center. We request that instead ri the seven tables indicated on the plan that we use three. We already have two poured in place benches to the area {indicated in red on plan) and will be adding a third (indicated in green on plan) and with these three additional tables have provided more than adequate seating areas. Please call me with any questions or ccmments you may have. Thank you for you time. 1¥~ Partner Diversified Carlsbad 47 & 48 NB/ETB W/Endosure -.. : ,,, ' ... \··' . ~ ... -: ·/·~=·: ~ .,· .. " . .,:·. ~; ,,::· · .. :7.:_/ : · ... ·. -·' _ · .. · . . . . . :;.: ::·-~.; ::,··· ''.'-/:···.: :._·-~;(f :.; ;· -_ .. _-... APP-ROYEO .. FOR .P12A.N-T.fN~,ANijt ~ ~ ' •. ~., ·,:,-;·~.'I . .,:•,,, .. ,.~ .• , .... ~~ ,'.··~.,'/1~~"'l• y1,';. •, •.•.'..:~ 0 '•',.,;'· 1, ..:t, ~:.l 'I,:•·.·~.,. ,1•~:: ~' •/,'!;:,~~,.,~~'~." ·· ··· .... •· ,~:J)~f:ll.~,i~f 19N ON L.XPl NC,ltJDr~~: t.PRECISE LOCATION OF PLANTJl{(it .. AREAS..-·.:·-·· ! •• ·,. ;r· . .-, .. • ..... ·.: ,. >:,·, . .,. -----......... pi..._ ; .... ~.~ City of Carlsbad . . . 97375 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Reviewed by:_+,! ...... ~~--'-f,f--"~---bate of Report: :Wednesday, January 7, 1998 Contact Name v Gary Potter Turpit & Partners Address 6305 Lusk Bl Ste 200 City, State San Dieg9 CA 92121 Bldg. Dept. No. CB97-3460 Planning No. Job Name Lot 47/Unit 3 ----~~--~--------- Job Address .1890 Rutherford Ste. or Bldg. No. ____ _ ~ · Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. · Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans· or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ 2nd. __ _ 3rd~· __ Other Agency ID CFD Job# . 97375 File#_~-~ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 C·ity of Carl.shad . · . 97375 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Wednesday, November 26, 1997 Contact Name Gary Potter Turpit & Partners Address 6305 Lusk Bl Ste 290 . City, State · San Diego CA 92121 Planning No. Job Name !,.ot 47/Unit {3 -"-------'------'-----------,-~~~~--- Job Address 1890 Rutherford Ste. or Bldg. No. ____ _ D Approved -The item you have submitted for review· has been approved. The approval is ·based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully qll comments attached, as failure · to comply with instructions in this report can result in suspension of permit to construct or install improvements .. I&! Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this ·office for review. For Fite tJ~partment Use 0f1ly Review 1st. __ _ 2nd.~-~ 3rd. _____ _ Other Agency ID CFO Joo#. .97375 File#_-'--_.,._-,-- 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 -•~ -~·,,~ :"f~ NOW AK-MEULMESTER & ASSOCIATES ','.~.-l '. STRUCTURAL A~ CIVIL ENGINEERS .( -t:. 1. ,, {.· \ ~·.' I • • . ·. \ • SiRUCTURAL CAL.CULATIONS Carlsbad Research Center Lot 47 {Building-B) -~ ·--.,-:, Carlsbad, California November to, 1997 NMA Job No. 97.:044 9888 Carroll Centre Road, Suite 228 San Diego, CA 92126 (619) 536-5166 •• • • \ Design Data: 1994 Uniform Building Code International Conference of Building Officials 5360 Workman Mill Road Whittier, California 90601 Manual of Steel Const!Uction, ASD, Ninth Edition American Institute of Steel Construction, Inc. 1 East Wacker Drive, Suite 3100 Chicago, Illinois 60601 Building Code Requirements for Structural Concrete, 318-95 American Concrete Institute P.O. Bo?C 9094 Farmington Hills, Michigan 48333 1991 National Design Specification for Wood Construction American Forest & Paper Association W?-5hington, D.C. Simpson Strong-Tie Company, C-97 1425 Moonstone Street Brea, California 92821 (UBC) (AISC) (ACI) (NDS) (SIM:P.) ., Table of Contents: • • Design Data Reference Plan -Building A Reference Plan -Building B Design Loads and Standards Vertical Analysis & Design Roof Joists and Girders Column Design Joist/Girder Embeds Roof Beams Ledger Design Concrete Columns Stair Design Computer Output Mezzanine Analysis and Design Joists Steel Beams ( Building A) Steel Beams (Building B) Tiltup Panel Analysis & Design Wall Panels •. i D1 D2 D3-D11 Vl-V3 V4-V6 V6-V9 V9-V10 VlO-Vll V12-V13 V13 VC1-VC4 Ml Ml-M4 M5-M10 Wl-W6 • •• • Lintel .Panels ·Computer Output Sub Diaphragm Requirements Retaining Wall Pesign Lateral Analysis and Design Building A Building B Shearwall Design Seismic Separation Foundation Design Vertical Lateral W7-Wl0 WC1-WC9 SD1-SD2 Rl-R4 ·Ll-L5 L6-L9 L10-L15 L16 Fl-F3 F4-F13 "'D \ • I I I @--_J+----" I I 0-----L I ti I I --r- I I • I [l ti 0----0 I I I I I ~ I I I I ©-------'--© ti I I I I ©----r-----. ---© I I I I I I ®----· -+-------+---© I I I I • • I ~ I ~ • • • I <r <r ~ 0) -t ,-.. 0--------i--~---------+-r-..----+---{"> 'q'" I I I I u ~ u I I ©--_____ _J ___ . -~--....._..---@ ~lo I J ~; I . I ~ID~~ I ' I ~ ©---__ i ___ J_ . ~ __ J __ _ I I --@ I I I I I ti 0-----7--.. --r--"t-----i-1--0 I I I _n i 0-.--. -. ·.:.-+-. :---8 ~-@ I I I -t- i ti ©---------+--. . -------i--'-e---@ I I I I ©-------i--. ---. . -----@ 1 -· -----· '--..:!'-___a.,:~ I -. ---4------1---'-@ 1 : I I I ©--.,__ ____ --+_._-"'....i.--o1------t----1. ! I ct I ~ • •• NOWAK-MEULMEST.ER & Ass~ . STRUCTURAL ENGINEERS . . . 6830 Oberlin Drive, Suite 200 San Diego, California 92121-··· (619) 466-6681 · FAX: (619) 463-3947 · · . SHEET NO. "p"3 OF __ _ -----------------------------JOB NO •. ______ _ ,_ 1<-.c:of: ... -._ . . 'BL-v'=z A ~ $ - · ~ ~ "4~12 pe,z ~H-'L ---~~----- -' ioiJ\'--1 LJf. 12~ ~; C/-tf. si+r. ?L-'/ WOOD L½. 11) • '$Uc-Fl,.)12l.i.i.iS(. '2x. ~ e, ~ ~,) srru...t~I..El2-s· · · \ i,.i -St>t.1¥!1 ON - C..6!L..lt-1Gi -'.Sv:Spc}J-O~ H~.H-., Gt.EL,, .f Ml~. f2,.$' l<.oo f · 'ZY..,~ -$ , Sv ,i:; --~L.'}U.-uJ ~ -• 1 ._.. , r1 . ow~ @. e, 1-011 9-,. .- i<-.00f -P-~ ,;)01 sn. -- O'..uj ~112-D.ET'..S : 'Zc>.::,f -v1. ca.. ~1~8'~ . = ?~i"1t1::1--\"!. L~E!Mig I 1/:z/ ~, 10f'fl )J~ (, G.'/f--~) ?t.'-/wc,.:,o l 1Cljs7.. 1.$~'") T ~ I ~O"\ ~'r'6. <; f'l2.rt--l l'-l -en-~ C G1 (...J.'-,,/G; ----;::t..l~f~Ni:?'.=--P M~~I tE,iJ.:t:1 MISC..., l,,~l~ 2,2.. \, '5 \ ,. I . \,0 \I ,.0 f '$t" . , .o e~f • r:· 1 '"'o r-:.r \'5,0 \. co 3,-S \, 0 1,e, ,z..c::i rt..c:ea. -01-e, .) °' '"t,:r!=> -=--zu, o ,t"-f -~fES.. e.~s_· ·-... ·-······· .. :: .. ~·-~.·--t~~£.-~.-- /-1G7.:?A-f•l /!J £ . . '2,2. 1,5 f • ' l, 0 o., \'.,e, _ 2 ~z· \, 5 \ '2., D f-St- '2., 0 14.o r'!.f \ 0. ,.,,_J. • r ~-· }'i,O (~( 5,o f..-;? :o,o. r-sf . ,f' ~I,.~--~~~·---~-1~~. -.~ .-·:.=::~-~------~?:.~~-·r_·~ .:·-·-·-.. -.:-~ .. : .... ·.-: ... ·· ... ·:. ~-----:.~_: __ .. ···_ ··~--::·~ .. -. ·-. --· .. ·-·--· .. ····--·····--· ... ··-... ···-'· ······ -........ ····• --·------~ . ---· ?A/2.'T1t1i:;,,JS . . .. _··. __ · : .~ -. ·.-. .-: ·-·: v,~~-· ,r~f .. : ·~-·_ :>"·· ___ 1:~ r~~· t $~~'.'.! ~~Y=:-?.., r,'~/2-'DI-Fet2. SEJ-S ,...-, tc! = .'31 ~~ f-&f . -. -...... -.. ·. :·-:· _--~ 'F1-001<-L-1ve L.cA--O ~ · '5D r--s-b c~.r.>~a.,e.~ • .. . ' ••• -·'-· ~---~-~ ' : : .. :... "'' '/ j.\ ~ ·---.4'\ 4'\ ---. ~ . . NOWAK-MEULMFST.ER & ASSOCIATES STRUCTURAL ENGINEERS . 6830 Oberlin Drive, Suite 200 Sen Diego, California 9212.1 · (619) 456-6681 C.~k!IJ WM-(.. 'S'{SfEJ--1 ~L..A-~~ C V-111 7tA·rct) 'S', o Mi;, u.-, e7J s <..A /.I:) M:) 4-, 0 9,0 Po~ FAX: (619) 453-3947 SHEET.NO.~ OF __ _ ·jos No;· . . .. ' ... -. ··----~ .. ' -· ·--~---. . -------·---=~ . . . . ····--:-I STANDARD LOAD TABJ,.E / OPEN WEB STEEL JOISTS, K-SERIES Based on a Maximum Allowable Tensile Stress of 30,000 psi oesti~~i10N 18K3 18K4 18K5 18K6· 18K7 18K9 18K10· 20K3 _20K4 20K5 20KB. 20K7 20K9 ~0K10 22K4 22K5 22KB 22K7 221<9 22K10 1 22K11 l ·-· L_D...:E:::P=TH=(l!.N-:>-l-·-,8-+-1-8-+-1-8--+-1-8-+-1..,.8+-1-B +,-18-+-2-0+--2-0+-2-0 +-2-0 +-20-+-20-+-2-0-t-22-t-22-+-2-2-+-2-2-+-2-2-+-2-2-+-22--1 APPROX. WT. 6.6 t2 7.7 85 9.0 · 10.2 11.7 ·6.7 · 7.6 8.2 8.9 9.3 10.8 12.2 8.0 8.8 9.2 9.7 11.3 12.6 13.8 (lbs./H.) _ I SPAN (ft.) l 1' 3 3 3 ~ ~ ~ ~ ~ ~ :;t ;t 31 32 33 34 35 36 37 38 41 42 43 44 550 550 550 550 550 550 550 550 550 550 550 550 550 550 ·. 514 550 550 550 550 550 550 494 523 523 523 523 523 523 463 550 550 550 550 550 ·550 517 550 550 550 550 550 550 4?3 490 . 490 490 490 490 490 . 517 550 550 550 550 550 550 420 506 550 550-550 · 550 550 , 364 426 460 460 460 460 460 382 460 518 . 550 550 · 550 550 316 370 414 438 438 438 438 3'49 420 473 516 550 550 550 276 323 362 393 418 418 418 320 385 434 . 473 526 550 550 242 284 318 3'45 382 396 396 294 355 400 435 485 550 ·550 214 250 281 305 337 377 377 468 550 550 550 550 453 520 520 520 520 426 514 550 550 550 393 461 490 490 490 389 · 469 529 550 550 344 402 451 468 468 357 430 485 528 550 302 353 396 430 448 329 395 446 486 541 266 312 350 380 421 550 55-0 520 520 550 550 490 490 550 550 468 468 550 550 448 448 550 550 426 426 272 328 369 402 448 538 550 304 366 412 449 500 550 550 "\90 ·222 249 211 299 354 361 236 277 310 337 373 405 405 252 303 342 372 415 498 . 550 281 339 382 416 463 550 550 i69 198 222 241 267 3i5 347 211 247 277 301 -333 389 389 23.il 282 318 346 385 463 548 261 315 355 386. 430 517 550 151 177 i99 216 239 . 282 331 189 221 248 269 298 353 375 218 263 ''296 322 359 431 511 243 293 330 360 401 482 550 136 , 159 1?9 194 . 215 254 298 170 i99 223 242 268 317 359 203 245 276 301 . 335 402 477 227 274 308 336 374 450 533 . 123 144 161 175 '194 229 269 153 179 . 201 218 242 286 336 550 550 550 550 550 550 550 548 548 548 548 548 548 548 518 550 550 550 550 550 550 491 518 518 518 518 518 518 475 536 550 550 550 550 550 431 483 495 495 495 495 495 438 493 537 550 550 550 550 381 427 464 474 474 474 474 404 455 496 550 550 550 550 338 379 411 454 454 454 454 . 374 422 459 512 550 550 550 301 . 337 367 406 432 432 432 3'48 392 427 , 475 550 550 550 270 302 328 364 413 413 413 324 365 398 443 532 550 550 242 272 295 327 _387 399 399 302 341 371 413 497 550 550 219 245 266 295 349 385 385 . f',90f 229 258 281 ·313 376 . 446 212 256 -289 314. 350 421 499 283 319 347 387 ~~ ,_1~<?, 146 158 175 207 243 · 138 16? 182 198 2i9 259 304 198 222 241 267 ,178" 215: 242 264 294 353· 418 :199· 240 271 295 328 395 468 265 299 326 363 ~~-fft'B~ ~32 144 159 188 221 .-;25:, 147. 165 i79 199 235 276 180 201 2i9 242 465 550 550 316 369 369 436 517 549 287 337 355 ('i~i ~:: :~ 248 21e 332 393 :·1si' 226 254 211 309 371 440 249 281 306 341 :;.a, ~-Q~.~ ~-~Ji. 1s1 145 111 201 ~,,41. 134 150 163. 181 214 251 164 183 199 221 r1ss2 1·1ooi · 214,. 233 260 312 310 Sii 'T12 Fs 251 290 349 414 · 23s 265 288 321 ta4t ~gif tfio~, 120 132 . 156 184 · 105·: ·:122 :·137' ~49 165 195 ;229 : f49· 151 182 202 ~191, ~~ ~~~ ·220 245 294 349 •'f66· :'m _;,'.226 246 274 329 390 ::22f · i 249 212 303 ¼Ji u.g:i: ~9:1t ~jJ.Q, 121 143 168 ' ;;;;~~; :Jg :_gs: 137 151 179 210 i:,.n-~/~f 167 185 410 486 532 261 307 334 386 458 516 239 280 314 364 432 494 219 257 292 286 . 344 408 467 169 201 236 269 * IT IS VERY IMPORTANT FOR JOIST SPECIFIERS AND ERECTORS TO KNOW THAT OSHA IS INTERPRETING 29CFR-1926.751(c)2 TO MEAN AL:L JOIST FORTY (40) FEET (12192MM) AND LONGER TO REQUIRE A ROW OF BOLTED BRIDGING TO BE IN PLACE BEFORE sµcKENING OF HOISTING LINES. -·~--~ 11 -ST AND ARD LOAP TABLE / OPEN WEB STEEL JOISTS, K-SERIES 0 (6 ~ Based on a Maximum Allowable Tensile· Stress of 30,000 psi JOIST 24i<4 24K5 24KS 24K7 24KB 24K9· 24K10 .24K12 26K5 26K6 26K7 26KB 26K9 26Kt0 DESIGNATION PTH n. 24 24 24 24. 2,4 24 24 24 26 26 26 26 26 28 26 ox. WT. 8.4 9.3 9.7 aJtt. 10.1 11.5 12.0 13.1 16.0 9.8 10.6 10.9 12.1 12.2 13.8 16.6 SPAN (tt.) i 24 520 550 550 550 550 550 550 550 516 ' 544 544 544 544 544 544 544 25 479 540 550 550 550 550 550 550 456 511 520' 520 520 520, 520 520 26 442 499 543 550 550 550 550 550 542 550 550 550 550 550 550 405 453 493 499 499 <199 · 499 499 535 541 541 541 541 541 541 27 410 462 503 550 550 550 550 550 502 547 550 550 550 550 550 361 404 439 479 479 479 479 479 4TT 519 522 522 522 522 522 28 381 429 467 521 550 550 550 550 466 508 550 550 550 550 550 323 362 393 436 456 456 456 456 427 464 501 501 501 501 501 29 354 400 435 485 538 550 550 550 434 473 527 550 550 550 550 290 325 354 392 429 436 436 436 384 417 463 479 479 479 479 30 331 373 406 453 500 544 550 550 405 441 492 544 550 550 550 262 293 319 353 387 419 422 422 346 3TT 417 457 459 459 459 31 310 349 380 424 466 510 550 550 379 413 460 509 550 550 550 237 266 289 320 350 379 410 410 314 341 378 413 444 444 444 32 290 327 357 397 439 478 549 549 356 387 432 4TT 519 549 549 215 241 262 290 318 344 393 393 285 309 343 375 407 431 431 33 273 308 335 373 413 449 532 532 334 364 406 448 488 532 532 196 220 239 ?65 289 313 368 368 259 282 312 342 370 404 404 34 257 290 315 351 388 423 502 516 315 343 382 422 459 516 516 179 201 218 242 264 286 337 344 237 257 285 312 338 378 378 35 242 273 297 331 366 399 473 501 297 323 360 398 433 501 501 164, 184 200 221 242 262 308 324 217 236 261 286 310 356 356 36 l~I• 258 281 313 346 3TT 447 487 280 305 340 376 409 486 487 • 169 183 203 222 241 283 306 199 216 240 263 284 334 334 37 \~~§i{ ·244 266 296 327 356 423 474 265 289 322 356 387 460 474 i;i: p: 155 169 187 205 222 ,260 290 183 199 221 242 262 308 315~ 38 ~{205 ~-"T'!::t' 252 281 310 338 401 461 "7,:~r-r:.~:;. 274 305 337 367 436 461 _ .:tP).:f, , ·251 ;?/ IPf2s ~!..1,4;3~, 156 172 189 204 240 275 ..t-159".~ 184 204 223 241 284 299 -:~---~~:. ..... f;.:r i~l ·~:~, IS 39 &i~~l_~ ·"Jl'219:;J.· 266 294 320 380 449 .,72so··;.· 289 320 348 413 449 * r' 1181.>, -~·,a2;:r 159 189 222 261 .?.:1sa'ii· liiol 188 206 223 262 283 40 ;11asu . ..;:208 ~ii-· ~i~l~-~ 253 ·304 361· ,438 ~227'.•:t ''..:. 2~!..i··· 275 304 331 393 438 e , ..... -. .,,1-,::.:r2'2~ "'· 109 ;-"';'::133~ 148 175 206 247 -:H"4i:;°,?.: :if-157 ,f. 174 207 243 269 41 241 290 344 427 262 315 374 427 e 137 162 191 235 162 192 225 256 42 276 327 417 300 356 417 151 177 224 178 210 244 e 43 312 406 339 407 165 213 195 232 e 44 298 387 324 398 154 199 182 222 45 285 370 389 IS 144 185 212 46 272 354 380 IS 135 174 203 47 261 339 ·369 IS 126 163 192 48 250 325 353 118 153 ,so IS 339 49 169 IS 50 *IT 1$ VERY IMPORTANT FOR JOIST.SPECIFIERS AND 325 ERECTORS TO KNOW THAT OSHA IS INTERPRETING 159 51 i9<;:FR·1926.751(c)2 TO MEAN ALL J_OIST 'FORTY (40) 313 E FEET (12192MM) AND LONGER TO -REQUIRE A ROW 150 52 OF BOLTED BRIDGING TO BE IN PLACE BEFORE 301 ~ SLACKENING OF HOISTING LINES. . 142. ·1 I- 12 .~ ,.;f .:. i!ii!~--·,··· 1 ._.. . / ";,~~:·:·;, . :~4- : .:~r.~;~~~)!:: 3!'· ... r..... n j I I -I I I I I j j j ) ) ~ ~ -~· j ~ ] ~ ·~ ~ ~ ~ ~ ~ ~ STANDARD LOAD TABLE/ LONGSPAN STEl;L JOISTS, LH SERIES .Based o~ a Maximum Allowable Tensile Stress of 30 ksi Appr0X. Vi\. Oeplh . ~ LOAD' Joist rilbs.per II rilbs. CLEAR SPAN IN FEET Designa~ Lilear A. Inches Belween ..... (Jcisls Ottfl 1---=2:::::8-::::3:::.:2 -. 4--33--,--34--,-35--.--36--...-37--,--38---,--,-39..z,..r,~40---,--,-41~-4.,.,,2--,--,43..,,....,....,.44...,......--4..,,.5-,---46"""T"_4_7-,--48-4 24LJ-103. 11 24 11500 -342 . ~9 f-336; t-323· i3()7;-f.~~~-i 279 ,261t {255 &~ 1 .. mi. 224: u·1s. t201. i 199 ~191; 235 22a r~Hi, f?nl: ~ yz~ ti~ -1 ·:: ~-111t rt;;_~ g.4,-t1ttr~ gg' ~02-~ ~t i'J~Q;· 24 14100 419 398 379 360 343 32.7 312 ~8-273 lg t~l 241: 23{ r-222 ~214 2aa 265 246 221 210 195 ~ ~~ ~t.~ ~ U:3Jt s.1~ . tt4.'. $.,1.ot' tl<?1" 24 15100 449 446 440 419 399 380' 363 t,341( li 317: ~: :291)' f280 1a269 ~258 :·248 308 297 285 264 244 226 210 li,ai=":, ? .. , il.tt !i1.®. it5.0i. 114!. ~ 1.3?,:, l,12f \ 117: 24LJ-104 12 · 24LJ-105 13 241J-106 16 2411-107 17 24LJ-I08 18 24LJ-IQ9 21 24LJ-110 ·23 · 24LJ-111 25 28LJ-105 13 28LJ-106 16 · 28LJ-107 17 28LJ-108 18 28LJ-109 21 28LH10 23 28LJ-111 25 28LH12 27 28LJ-113 30 32LJ-106 14 32LJ-107 16 32LH0B 17 32LH09. 21 32u;10· 21 32LJ-111 24 32LJ-11~ 27 32u;13. 30 32LJ-114 33 32LJ-115 35 36LH07 16 35u;oa .10 35u;09 21 36LJ-110 21 36LR11 23 36Ui12 25 36LH13 30 36LH14 36 36LH1s· · 36 24 24 24 24 24 ·. 24 20300 604 579 555 530 504 . 480 457 437 417 3991 381 364 ~348 f"334· f 32.0 ! 307. 411 382 356 331 306 284 ·. 263 245 220 211. 1_97 184 EJ_7g:.;_16.k El~ iL~. 22300 665 638 613 588 565 541 516 491 468 446 426 407 389 373 357 343 452. 421 393 367 343 32.0 297 276 257 239 223 208 195 182 171 161 23800 101 6n 649 622· 597 572 545 520 497 475 455 435 411 400 384 369 480 447 416 · 388 362 338 . 314 292 272 254 238 222 208 196 184 173 28000 832 808 · 785 764 731 696 663 632. 602 574 548 524 501 480 460 441 562 530 501 460 424 393 363 337 . 313 292 272 254 238 223 209 196 29600 882 856 832. 809. 788 768 737 702 668 637 608 582 556 533 511 490 596 559 528 500 474 439 · 406 378 351 326. 304 285 266 249 234 220 927 900 875 851 829 807 787 768 734 701 671 642 616 590 567 544 624 588 555 . 525 498 472 449 418 388 361 337 · 315 294 276 259 243 31200 ** I . 337 i;323 ~-310 t-297 ,286 ,275 i-265 '255 t245 ··237. i.'.228 1220, ,7213 ,_.205 ~.199 ~193 28 28 28 28 28 28 28 28 28 14000 219 ~ ~::.l.~'i..t~J i1~1, ~.1!?Q. L1.~~ 1,1~ i1-?§ t-1!~ i.l'~ .. :l1Qi.f.J~ ~:~1:~ t~92· 18600 448 429 412 395 379 ;-~-1;350 L337.: l32.4·t313·:301 :.291;.f281. f271. ,.262 :253 289 270 253 238 223 ::209. ,.J9.Z.~86-:..175.. LJ66_ :J56.. ~1.48..-. s..1.40 p~-,,1.2S -._120 21000 505 484 464 445 427 410 394. 379 365 352 339 327 316 ~ 305 · 295 ; 285 32.6305 2as 251 2512ss222209 191·1s6 116 166 158:,150:142.135 22500 . 540 517. 496 475 456 438 420 · 403 387 371 357 344 331 f319· f308· (291 · 348 325 305 285 268 252 2ss 222 209 196 185 115 1ss a~. ;j~_ .. :1.40_ 27700 667 639 612 586 563 540 519 499 481 463 446 430 415 401 387 374 428 400 375. 351 32.9 309 291 . 274. 2?8 243 228 216 204 193 183 173 30300 729 704 679 651 ' 625 600 576 554 533 513 495 477 460 444 429 415 466 439 414 388 364 342 . 322 303 285 269 255 241 228 215 204 193 32500 780 762 736 711 682 . 655 629 . 605 582 561 540 521 502 485 468 453 498 475 448 423 397 373 . 351 331 312 · 294 278 263 249 236 223 212 35700 857 837 818 800 782 766 737 709 682 656 632 609 587 566 546 527 545 520 496 476 . 454 . 435 : 408 383 361 340 321 303 285 270 256 243 37200 895 874 854 835 816 799 782 766 751 . 722 694 668 643 620 ,598 577 ...... . 569 543 518 495 472 452 433 415 .396 373 352 332. 314 297 281 266 I 39-4F; 47-48 I 49 I 50 I 51 I 52 1· 53 54 55 I 56 I . 57 I 58 I 59 60 I 61 I 62 I 63 I 64 32 16700 16700: 338 , 326 ; 315 : 304 . 294 : 284 ~ 275 . 266· · 257 >·249 :: 242 234 227 220 214 208 :~::.t: ~21.1; 11~ 1,~~ ·;.17.9 )69 '.J§.1_~ ::1~ ;J45: i.J~lf iJ~t \1~. 119 114 108 104 99 32 1880018800;379 f366 ;353 i341·:329 ;.318 f308 ·298 f288 :-279 ~271 262 254 247 240 233 . 5"5:.~. _235~ :..223: (.21t :2® :jS!l ~17.9~ ~J?O fJ~· t.1~ p.46. i ~~: 133 127 121 116 111 32 20400 20400 411 397 383 369 357 345 ; 333 : 322· '. 312 . 302 :· 293 284 275 267 259 252 255 242 229 216 205 194 ::..18:4. ::.115.:. ,,J6.7.. ~159, ~..1.5t 144 137 131 125 120 32 25600 25600 516 . 498 480 463 447 432 418 404 391 3'79 367 356 345 335 32.5 315 319 302 285 270 256: 243 230 219 208 198 189 180 172 164 157 149 32 · 28300 28300 571 550 531 512 495· 478 462 445 430 416 402 389 376 364 353 342 352 332. 315 297 282 267. 254 240 228 . 217 206 196 186 178 169 162 32 31000 31000 625 602 580 560 . 541 522 505 488 473 458 · 443 429 416 403 390 378 385 363 343 32.5 3,08 292 277 263 251 239 227 216 206 196 187 179 32. 36400 36400 734 712 688 664 641 619 598 578 559 541 524 508 492 477 463 449 450 428 406 384 364 345 32.7 311 295 281 267 255 243 232 221 211 32 40600 40600 817 801 785 171 742 715 690 666 643 · 621 600 581 562 544 527 511 500 480 461 444 420 397 376 354 336 319 304 288 275 262 249 238 32. 41800 41800 843 826 810 795 · 780 766 738 713 688 665 643 622 602 583 564 547 32~~~==:=~~==~~====: 36 36 36 36 36 36 36 . 36 36 532. 511 492 473 454 438 422 407 393 374 355 338 322 306 292 279 42-46 47-56 57 58 59 so. 61 62 63 64 65 66 67 68 69 70 71 I 72 16800 J.6800 f292. ! 283 · 274 266 258 251 244 237 230 224 218 212 207 201 196 191 ;~.r . .,111; r-:1~. :,.1e9.. 1ss 146 140 134 120 122 111 112 101 103 99 95 91 18500j§~Q.~P32.11:~311-~302 293 284 276 268 .126040 253 246 239 233 227 221 215 209 ·194, 5185' ~176 168 160 153 · 146 134 128 123 118 113 109 104 ,oo 23700 23700 ~4fi!: f398 f~ · 374 '353 352 342 333 323 314 306 297 289 282 275 267 -4'A7i. ,<MC· t2:?~ 214 2Q4 195 186 179 171 163 157 150 .144 138 133 127 25100 25100 454 440 425 413 · 461 389 · 378 367 357 347 338 :32.0 32.0 311 303 295 273 260 248 236 225 . 215 206 197 .188 180 ·· 173 . 165 .159 ·· 152 146 140 28500 28500 495 ·. 480 465 451 . 438 "425 . 412 -:401 389 -378 368 358 . 348 .'339 330 32.2 297 283 ~. · 'Zi7 246 . ~ 224 21.4 205 •. _:196 , .188 . ,so .c.'73 ; 166 159 . 153 34100 34100 593 575 ' 557 ' 540 : 523 508 · ·493 ~ 478 : · 464 .. 450 :· 437 :· 424 : 412 ···400 . 389 378 354 338 ~ : 30! ~292 2N. ·. ~.: 255 ;_ 243 , 232. ; 222 , 21~ :--~ J95 187 179 40100 40100 697 675 654 .-634 , · s15 596 :· 579 : 562 : 546 --531 : 516 502 , 488 · 475 · 463 451 415 '395 376 . 359 · . 342 327 · 312 298 . 285 . 273 .; 262 251 240 231 222 213 44200 44200 768 755 729 ::706 '.°683 661 . 641 621 ." 602 ~ 584 '567 . 551 .. 535 : 520 . 505 · 492 456 434 412 . 39a 373 356 ' 339 . 323 ·. 309 295 : 283 27Q' . 259 '. 247 Z37 228 46600 46600 809 795 781 . 769 '744 : 721 :· 698 '677 .'656 . 637 . 618 600 ; 583 567 '551 536 480 464 448 434 · 413 394 375 358. 342 327 312 299 286 274 263 252 45 Mt~·- -~. POOR QUALITY ORIGINAL S ~ ~ ~ • ~ -~ E-.3 3 .:::.3 _:..3 -:--~ 3 ~-3 3 =-~ ~'3 • ---~ -~ 3 -~ ~ ----3 -=-~ ---~ -~ :..:~ ~ DESIGN GUIDE WEIGHT TAaLE FOR JOIST GIRDERS U.S. CUSTOMARY IS 9 s 30~ 29 . 29 29 29 29 29 30 42 49 29 30 30 30 30 30 30 40 43 30 30 30 30 30 30 30 39 40 16 16 16 16 18 21 22 54 61 16· 16 16 16 16 18 19 47 52 16 16 , 16 17 17 17 18 42 47 16 17 19 21 24 27 28 74 91 17 17 18 20 23 24 25 64 76 16 16 18 19 20 21 22. 54 62 17 19 22 24 28 31 33 92 105 16 17 20 21, 26 28 29 80 94 16. 17 19 20 22 26 27 66 · 82 19 21 25 29 32 36 39 109 121 19 21 22 26 29 . 32 34 103 105 17 20 22 24 27 30 31 87 105 22 . 26 31 33 37 43 48 131 144 20 24 26 29 32 36 41 109 125 20 23 25 27 30 33 37 106 115 43 51 59 66 79 84 102 281 38 45 53 61 70 75 . 82 235 274 33 .40 47 54 63. 72 76 206 244 29 29 29 29 29 30 30 46 -53 29 29 29 29 30 30 • 30 41 44 30 30 30 30 30 30 30 40 41 30 30 30 30 30 30 30 38 41 16 16 16 18 19 22 24 5.7 65 16 16 16 16 17 20 21 50 58 16 16 16 16 . 17 18 -19 45 51 17 17" 17 .17 17'. 17 18. 42 46 16 17 20 24 26 27 30 78 99 16 17 18 · 21 23 25 27 71 79 16 16 18 19 20 21 23 60 69 16 17 17 18 .19 21 22 54 62 17 20 23 26 29 -32 34 100 108 16 19 21 24 27 28 31 79 102 16 17 19 21 25 26 28 73 85 17 17 19 21 · 22 25. 27 66 76 19 24 28 31 34 39 42 109 140 19 20 26 28 31 34 37 102 111 17 20 22 26 28 31 32 87 106 18 19 21 24 28 28 .. 30 · 79 90 .25 31 36 41 · 47 50 58 162 188 23 29 32 37 40 44 49 144 147 22 26 30 32 36 41 45 114 147 21 . 24 28 30 35 38 39 1.11 118 50 58 66 78 92 101 106 326 41 · 52 60 68 76 85 103 265 329 39 47 54 62 73 n 83 242 275 35 42 49' 56 66 72 79 222 260 15 15 17 19 21 23 25 63 72 16 16 16 17 19 21 22 51 64 16 16 16 16 17 19 21 45 52 16 17. 17 17 17 18 19 44 51 16 18 22' 24 26 29 31 89 99 16-17 19 22 24 26 27 10. 83 17 17 18 20 24 .25 25 65 73 16 18 18 19 20 22 23 57 66 19 22 26 29 31 34 38 103 113 17 19 22 24 27 29 32' 92 102 16 18 20 22 26 27 30 80 94 17 17 19 20 23 25 28 72 82 21 25 29 33 36 40 46 119 141 19 21 26 28 31 36 39 102 121 19 20 24 26 29 32 34 103 105 17 20 21 25 27 30 32 87 105 28 33 39 42 50 57 58 162 188 26 28 33 37 -42 48 51· 143 167 23 27 30 34 38 -42 46 125 149 22 26 29 32 36 39 43 116 129 6 In. Joist Girder weights to the left of the heavy black ine have 6 inch bearing depths. Joist Girder we]ghts between the heavy black and blue &nes have 7 1/2 inch bearing depths. Joist Girder weights to the right ol lhe heavy.blue ine have 10 inch bearing depths. Check with Vulcraft for material availability. 1!£1] !3 i~! ii-, 260 232 301 272 312 240 277 332 284 60 72 . 85 102 103 139 49 65 74 86 92 115 45 55 66 75 89 106 42 51 60 68 76 95 74 91 109 130 151 176 67 79 94 108 126 156 60 69 89 96 110 136 55 70 80 92 99 122 104 140 161 183 210 265 93 110 143 156 179 223 76 104 112 146 149 202 71 87 106 115 147 184 131 162 193 231 262 107 143 166 195 224 285 104 118 147 177 198 248 88 108 127 151 179 220 161 190 237 288 143 167 195 222 289 113 148 175 200 237 304 108 129 154 180 206 275 216 255 175 224 281 159 204 242 308 343 152 185 218 256 314 102 123 130 150 197 87 105 114 132 173 77 93 107 115 156 69 79 97 110 131 139 161 187 222 273 115 143 165 187 243 109 124 151 172 203 88 107 125 149 184 172 200 237 275 143 175 209 233 305 133 156 187 203 258 111 137 162 189 230 214 242' 307 171 219 249 290 149 194 223 253 321 148 176 200 229 299 282 241 292 207 258 304 195 241 2n 316 10 In. 81 ~ ~ ::S 4 ~ =-~ .. :3 3 ~ =3 <3 . :3 .3 :~ ~~ -~ :3 ::3 :3 :3 ~ ~ :~ ::·~ "--~ ~ DESIGN GUIDE WEIGHT TABLE FOR-JOIST GIRDERS U.S. CUSTOMARY Based on an allowable tensile stress of 30ksi ~ ,.Jo1it ~ tt,,.:.l~~~~~~~ Joist Girder Welaht~ Pounds Per Unear Foot'~;;1'~!~~--~~~~~~;::;':;:.".:l:i.';.,..~~1 ~ ~ pipit! i.'.~~~.,-~o;i:;,~~i~~~~ Load On Each Pahel PolnU,'ni.~~~·~~:.lll'~.l;S~'1.'t',;,...-.r..~~~. t<io1 t'(io"l f.(irt · 4K, ,· SIC< t 6K~ ! 7ICi i 8K' t 9K1 : 10K• 11K• 1·12K· · 14K· 16K::-. 18K • 20K. 25K : 30K 35K 40K SOK 60K: 70K BOK 100K I • r~~-22 23 . 23 23 24 24 25 26 21 3(,) 34 38 40 51 ~ 69 a1 94 108 124 J.§Q_ 185 ~ ~6. 23 23 23 23 23 24 25 25 27 27 32 34 39 46 54 J1 70 87 104 111 126 164 ~~6~ ~ ~ ~ Q n ~-M ~ n ~~~~a~~~~~ 1~1~1~ li ~44 23 23 23 24 24 24 24 26 26 28 28 32 33 42 47 55 ~ 73 89 99 115 1131 • ~ n MM MM~ M ~~~~~~-~MM~ M 00 ~1~ 1~ ;,,~ f.3~ 16 16 19 22 . 25 26 28 30 33 39 45 50 53 68 77 90 104 129 152 173 202 252 fti ._~6 16 11 18 21 25 25 2s 29 31 34 · 40 44 48 _g_ 71 79 93 115 143 1ss 119 230 :I ['40 17 17 17 19 23 25 26 27 29 · 32 38 41 46 55· 68 77 93 109 119 150 172 212 :l~ ·10.00 t44 16 16 . 18 18 20 21 23 24 28 30 34 37 40 51 -gf 66 76 104 111 126 150 189 ~: ~~ :'48 17 17 18. 18 19 20 23 25 26 .28 32 34 37 49 58 66 74 87 108 116 139 178 ~fi ~~;-1,; :.3i. 16 18 .22 25 28 31 34 ':?7 40 46 54 58 ....§§. 78 100 106 130 Jfil.. 188 221 255 ~\y :~~ ; 36 16 17 20 23 25 27 31 34· 35. 41 46 54 59 . 71 91 102 107 143 167 197 230 298 f,'¼1 ,s.~o ?.~4o · 16 16 1a 21 23 21 28 30 33 37 42 47 53 64 80 93 104 12a 159 1e2 210 262 ~-~!! ;:: g ~~ g ~~ ~~ ~: ~; ~: ~! ;~ ;; • 1~ 1~ ~ ~~ :6 ~~ ;;~ ~~~ ~:1 ~~: ~~~- 275 }t· :;x~'i. :·.32 -11 ~o 24 2a 32 35 39 42 47. 54 ~-69 77 99 108 140 .Jfil.. 189 220 266 . >~: :7-.f ?.36 17 20 23 26 28 31 35 38 41 48 55 _§g_ 70 83 102 115 1421 167 197 232 40 6NO ; 40 17 18 21 25 28 29 32 36 38 44 49 56 64 79 94 105 118 147 185 215 \:;r:=; 6.67 : 44 17 18 21 22 27 29 30· 33 36 42 49 53 58 74 86 105 111 148 .177 199 t(t ~<;:~ :-·49 17 18. 20 24 25 28 29 31 .33. 40 44 52 55 72 79 98 108 130 156 180 i:¾1. ft:s\ 32 19 · 24, 28 32 34 40 45 47 54 :.....§.g_ 10 11 91 105 130 152 115 218 255 245 313 227 294 204 271 t:z. :t!;i _36 18 21 2s 28 32 35 40 43 48 56 ~ 11 79 102 115 143 155 191 232 t.J,:~ .7Nct ~O 18 20 25 28 31 . 33 36 41 · 45 51 57 65 72 94 108 118 145 184 214 :;-;;_;:'~ s.71 ... :44 18 21 23 21 29 31 34 37 41 50 58 63 67 82 10s 113 121 151 199 ?:Ji i~ r 48 18 22 24 27 30 33 37 39 42. 48 57 63 71 81 99 114 125 169 195 -~":;f ~~} '.32 2.1 . 27 31 36 39 47 50 58 _§g_ 70 ·53 ·100. 101 121 I 152 175 197 241 277 276 255 300 237 272 234 267 </: -:!::ff: ;_ 36 21 21? 29 32 37 40 48 51 56 64 72 84 93 . 111 144 156 182 222 :_::=d BNO '_40 20 23 . 27 30 35 38 41 46 51 .....§1. 69 76 86 105 119 148 171 203 257 294 !.(:~ -~:Q:O :·_44 20 24 29 30 34 38 41 45 50 58 66 75 18 98 113 129 153 193 :·5. -.:,,i:_· 48 19 24 26 29 32 35 40 43 46 55 60 72. 76 90 111 118 144 183 £. -.=~ --:};~ . 32 21 33 40 43 51 58 63 10 I 78 92 103 11q 122. 168 190 218 246 ·,:.;': ,~a=;; '36 27 30 35 4-1 48 55 62 64 72 79 94 107 116 145 181 -199 240 306 .:):'. 1ciN@:_40. 25 28 33 39 43 50 56 57 lli 74 86 95 109 ;34 160 186 212 211 240 278 320 218 261 295 '.t·. _4._00 .44· 23 28 31: 37 40 48 51 57159 74 81. 88 98 120 1150 175 190 255 302 .· · "· · 48 22 26 29 34 38 42 50 54 59 67 76 83 98 114 140 157 182 230 277 324 .. :· ... :,··-~~' 32 29 29 29 30 31 31 32 33 34 35 38 4Q 45 53 ~ 69 81 94 118 140 160 185 ., .·, ... 36 29 29 30 30 30 31 32 34 33 35 36 38 40 · 47 57 64 70 87 109 122 141 173 /~ 3NO :· 40 30 30 30 30 30 30 31 34 34 34 · 35 37 ~9 46 53 __§1_ 71 85 97 112 126 ...1.§§. '·,}~ 14-~ "44 30 30 30 30 30 30 32 32 33 35 · 35 36 37 43 48 56 63 73 89 99 115 146 ·::-• .... :,_ 48 30 30 30 30 31 31 32 32. 33 35 35 36 39 43 48 53 61 74 88 99 110 132 .. ···/ · 32 16 17 20 23 25 28 30 33 35 42 45 50 57 68 89 99 104 140 161 186 214 274 . ·-.. 36 16 16 18 21 23 25 28 30 33 37 44 46 '52 ~ 75 91 101 115 143 175 191 240 ·_.-,;:.• 4NO : 40 17 17 18 · 21 22 24 26 28 30 34 38 45 47 59 68 79 94 109 134 159 177 214 · ... ;:· 10.50. 44 17 17 · 18 19 21 25 25 27 29 32 36 42 46 54 65 74 82 106 120 138 164 202 , ··> ~ ,.,_ '48 18 18. 18 18 20 25 27 25 28 31 35 39 43 50 63 71 81 98 114 139 153 192 ~;~\ ·.~:7 32 17 20 23 26 28 33 36 39. 44 47 54 _§.1. 68 90 103 113 130 172 197 225 256 ::~~ >•··/ . 36. 16 17 21 23 26 28 32 34 37 44 48 54 .....§g_ 74 91 105 115 I 152 177 207 233 · .. : SN@: 40 16 18 20 22 24 27 29 32 34 40 45 52 . 55 67 79 93 107 133 156 186 210 266 .-:~ 8.~ ... 44 16 18 19 21 25 26 28. 30 32 38 41. 47 53 .....§i. 77 93 104 119 148 171 200 238 :·;:t :r'.~;-48 17 18 18 20 24 24 · 27 29 30 36 39 · 43 49 57 70 81 96 111 137 162 187 220 .)f ,.:;.:f 32 18 21 26 29 33 37 40 45 47 57 65. 73 81 99 119 140 160 190 236 289 · ~-.···C: 36 17 2() 24 27 30 34 36 39 43 51 58 _§g_ 70 91 106 121 142 177 209 240 293 4i 6NO 40 17 19 21 26 28 32 34 36 40 47 55 59 64 79 103 109 123 167 192 222· 253 .>1 I~ ~ !: . ~+ ~:-~~-~: ~~ ~: ;~ ;~ ;~ :~ ~~ ;~ ·-* ~~ ~~ ~g~ ~6~ 1: ~~~ ~~~ ~~~ ~~~ >~. -~-_'b ·. 32 20 24 29 34 . 37 42 47 53 54 __§! 77 90 99 .113 140 I 162 187 226 289 {;~-;::,;?~ :,36 20 23 21 ~o 35 38 41 46 51 59 10 78 83 102 122 ·142 166 205 248 ~~ 7NO ~.40 18 22 25 28 32 35 39 42 47 56 ~ 71 79 95 109 134 147 182 222 ';(.i:,, 6.00 .. 44 18 21 24 27 30 32 36 40 . 43 51 57 65 73. 87 106 119 137 176 202 f~]f ~l~. ~ 48. 18 20 24 26 29 32 34 37 41 47 52 59 67 83 98 113 122 164 191 1i~ : 32. 22 28 33 38 43 47 54 58 · 65 77 83 100 105 140 ~ · 188 216 268 i~ :.~~ 20 26 29 34 40_ 43 49 55 59. 67 79 M 101 116 14;3 . 167 190 231 ~I ~-10. 20 24 28 33 36 4·1 45 50 53 ~ 69 81 86 101 126 .J.§.1. 115 215 ; 48 . 21 25 28 29 32 35 39 44 48 56 64 69 78 100 111 130 156 182 i32 31 37 45 53 61 69 77 82 91 104 114 130 151 .189 218 267 t~( 27 35 41 48 55 ..§g_ 70 72 79 92 106 _ 115 132 J§.§. 197 232 270 290 292 272 303 246 283 220 255 264 326 239 291 333 214 278 315 I .,. · ~44. 21. 23 28 · 31 34 37 43 · 47 52 58 66. 79 83 107 116 141 157 201 •-·' ~-~-. 27 32 37 42 49 56 .-2i. 65 73 M 103 108 117 149 182 209 243 310 Jo! +,l 25 31 35 40 48 51 58 65 · 66 81 95 106 111 139 167 190 218 281 ""'N 4A. 24 ?Q -.:iA -.:ia 45 s;n ._,,. AA 67 7B AA 98 1nA 122 154 180 205 259 317 ~ Bearlna Dan111 • 6 In. 7 1/2 In. 1 O In. Joist Girder weights 10 the left of the heavy black ine have 6 inch bearing depths. Joist Girder weights between the heavy.black arl!I blue &nes have 7 1/2 inch bearing depths. Joist Girder weights 10 the right of the heavy blue line have 10 inch bearing depths. Check wHh Vulcralt for material availability. 83 TJl®/35C Joist Load Tables/Floor (100%) r:,10 OSB Web Material·• Simple Span • Parallel T JI® Joists 325 336 348 389 402 295 306 316 354 355 236 271 280 290 . 324 335 192 250 . 259, 268 299 309 158 ~ 224 240 i31 .i;: =:., 187 224 249 278 267 232 259 268 110 ti?~ 157 210 88 ~ 126 195 7.1 142 102 rn4!i! 209 217 243 251 167 205 214 229 235 136 193 174 216 218 223 · 58 124. · 83 ,25..6.).? 47 107 68 ;i, 41 93 59 .128"' 111 183 143 ~ 179 f11 92 ~ 118 iJ.~~-. 148 201 412 375 344 317 295 275 258 243 229 217 182 206 160 196 423 384 352 325 302 282 264 249 . 235 223 211 192 201 . 36 82 52 ·, 117 32 72 46 105 41 93 80 rr~ 104 166'" 130· 168 10 . ~~JI s1 . ,,5· wz.~:J 62 ~~ 61 ~· 102 ~~~ 55 ij15:' 72 : "-_ . 91 k144:C. 141 187 125 174 112 !:Tso~ 170 192 151 164 179 135 fn69l! 160 . 25 ·. /2&~{ .. · 27:.;- ,: 34_.-,-- ·. 35'':- 36'.'\ 37 83 32 74 Glue-Nailed Floor Depth 11¾: ·. '· .· 1.4 ·. " • . Lli ·-:·. '[L l LL,_::. TL Span COM ... : . -' COM·" -.. 10· 325 336 11 295 305 12,·. 252 271 280 13 206 250 . 259 14 170 232· , 238 240 is 141 F2osr.-1!!9 224 ·1s, . 119 11so2j 167 210 17 94 .'.",®].-134 195 18 76 . 142 109 ~rf;F 19 62 124 89 i· 156': 20 51 io1 73 1, 14i'i 21 44 93 64 ; 128~. 22 • 39 82 56 117 23 34 72 50 105 24 · 44 93 25 39 83 26::" 35 74 21·,, 28·. 29''.' 30 •:- . 31·,_, '32 ,':. 33 ~~ 34_ .. : ~::t ' ' « 9B 58 368} 73 ~ 122¥ 49 ~ 64 -~·-.117t 81 i~3g;. 40 90 52 . 10tlt 65 ;i,3)'. , .. 16 18. /-• ...... 20. u .. TL . , LL·,; .. Tl.·. u TL c6i.l . .. ·co1o1 .. ·-;:.: ... COM·,; ~8 359 ,c2 3i6 354 365 290 324 m , 26B 299 309 249 278 267 232 259 26B 217 I 243 I 251 178 205 227 229 236 144 193 ,es 2i6 223 118 183' 152· 203 189 211 98 [JSS:: 125 IR:~-157 201 85. 501:'-110 138 188 i5 i~~?.;;1 97 ~15JJ: ,22 tmf 67 125'.', 86 -·139'~ 108 'l56'.~ ,rs~: ~ .... *-~-.;,J; 59 76 ,127,._ 96 .'144~ 53 ~ 68 ~p1~ es.,, fott n 1~ 47 98 61 43 90 55 -"%,1i; 70 ,,113:-: 38 81 50 Jl~ 62 ~061 35 i4. 45 ~--87:/.· 57' {°98:[ 41 ·Ji'· ""i 52 .;·92:fi . .;. 81".I 37 ~ 47 ·, 86"ii· . --~ 34 72 43 .. 81~ 40 · ·t1s·,:,:' 36 ~ 100 "~471\: 89 'Q§.Sj: 80 •.126?' 66 09~ 73 ~-t!A 60 6~- "'-,·,,. 2Z· .. , ... 88 ,.!-)J~ · 106 80 . ii;!l~Jf 96 73 •" 108~--87 61 ss~-i:-1s 67 ~QJit 80 56 slii s1 47 .79:4;. 56 52 t~*' 62 .« 1si s2 . .. 24 · LL·· · n:,· ,. LL-. :-; TL LL COM<>: __ : COM COM 412 423 Si5 364 344 352 317 ·325 295 302 275 282 258 264 243 ,, 249 229 235 217 223 191 206 211 169 196 201 149 187 179 192 1S3 174 159 184 ,,a ~ 142 ITTs~ 169 106 rll 127 ,~ 151 ··~¥.: 95 115 1~? 136 85 :f126i 103. '1:.133'!! 123 77 Wnot 94 tr~-112 -~-2 70 ...~~t· 85 ~.1!i~-101 . 64 i7 ,.108~' 92 ~102 ... '. 58 196j; 71 . tr·~-84 ,). .. 53 so~ 65 s¥ 77 49 84~ 59 .~ 71 45 m 55 til 65 ' 50 41 60 46 55 Allowable Uniform Load (PLF) 421 382 350 324 300 280 263 247 234 221 210 200 191 183 • 175 168 157 152 ~ 137 ~....!~-~~ 124 ·-126::.· 113 ~-----, ':: 118! 103 26. TL LL 28 421 382 350 324 300 280 263 247 234 221 210 200 191 183 175 168 162 156 TL COM'· 421 421 362 382 350 350 324 324 300 300 280 280 263 263 247 247 234 234 221 221 210 210 200. 200 191' 191 183 i83 175 175 16B 16B 157 160 162 ~ 145 156 r3S.t 131 146 4-~-~~ 119 ~· . .., ~ 109 2 .. 1l8:1 ~10;,: 99 ~1l9!. 1Q~1 ilfi, 91 97,~ 83 l05"" ,92;.1( 77 1&1 "'86~ 71 €21 65 . 324 ,,,;,. 13 ·'' 300 ',~·14;,~, 2so .:;; '1s::_. 263 16 247 i.' 17_::.~ 234 :-0 18-':. 221 -19.-.. 210 1··20::· 200 '.!; 21f:: 191 '• 22 · 183 ;:7·23,: 175 ,r, 2i. 168 25 · 162 -~-26 ' 156 27 •' 145 ! ,so , 28 131 145 ;. 29 ' 120 137 '.· 30 ' 101 i20? .. : 32 · 110 f1~,r ,,. 31 . 92 hi~ · 33.; 19 ·ooi : 35 85 ~06~ : .. 34, 73 9~ 36 30 Depth LL n. COM Span 421 .10 3€2 11 350 12 324 13 300 14 280 15 263 16 247 17 234 18 221 · 19 210 · 20 200 21 191 22 183 23 175 24 168 25 162 26 156 27 150 28 139 145 29 126 137 30 115 r28;; 31 '12f 106 32 97 1"13~' : 33 : 89 l306:,. 34 · ,oo"' : :·35. 83 76 ~s5!· 0 36 .. 1. Values shown are maximum a,llowable load capacities of the joists in pounds per lineal foot (PLF) based on simple span, uniformly loaded condi- tions with web stiffener and bearing lengtl} criteria shown on page 3.2. 2. Values in gray fsfiaded,: areas may be increasecl 4% for repetitive,member U$age if the criteria on page 9.2 are met. 3. Ca_mber (2250' radius)is available for simple span applications only. ; 4. For loading conditions not covered-by these tables. (eg.: concentrated loads), use the T J-Spec™ software program or contact your Trus Joist Mac- Millan representative for assistance. · · • 7.2 REV.12/94 W 5::0 :.. . . . . . .. . STANDARD LOA'O TABLE/ OPEN WEB STEEL JOISTS, K-SERIES ,::, II eased on a Maximum Allowable Tensile Stress of 30,000 psi 2SKS 28K7 28KI 28KI 28K10 28K12 30K7 30KB 30K9 30K10 30K11 30K12 28 28 28 28 28 28 30 30 30 30 30 30 11.4 11.8 12.7 13.0 14.3 17.1 12.3 13.2 13.4 15.0 16.4 17.6 28 548 550 550 sso 550 550 541 543 543 543 543 543 29 511 550 550 550 550 550 486 522 522 522 522 522 30 477 531 550 550 550 550 550 f!50 550 550 550 550 J 439 486 500' 500 500 500 543. 543 543 543 543 543 31 446 497 550 550 550 550 534 550 550 550 550 550 397 440. 480 480 480 480 508 520 520 520 520 520 ) 32 418 466 515 549 549 549 501 549 549 549 549 549 361 400 438 463 463 463 461 , 500 500 500 500 500 ~ 33 393 438 484 . 527 532 532 471 520 532 532 532 532 329 364 399 432 435 435 420 460 468 468 468 468 34 370 412 456 496 516 516 443 490 516 516 516 516 ~ 300 333 364 395 410 410 384 · 420 441 441 441 441 35 349 389 430 468 501 501 418 i 462 501 501 501 501 275 305 333 361 389 389 .. 35,1 384 415 415 415 415 ' 36 330 367 406 442 487 487 395 436 475 487 487 487 252 280 306 332 366 366 323 353 383 392 392 392 ~ 37 312 348 384 418 474 474 373 413 449 474 474 474 232 257 282 305 344 344 297 325 352 374 374 374 38 329 364 396 461 461 354 391 426 461 461 461 3 237 260 282 ~25 325 274 300 325 353 3S3 353 39 313 346 376 447 449 336 371 404 449 449 449 219 240 260 306 308 . 253 277 300 333 333 333 3 ,,. 40 297 328 357 424 438 319 353 384 438 438 438 203 222 241 284 291 234 256 278 315 315 315 41 283 312 340 404 427 303 335 365 427 427 427 189 206 224 263 277 217 238 258 300 300 300 42 297 324 384 417 289 320 413 417 417 208 245 264 202 221 282 284 284 43 367 407 394 407 407 228' 252 263 270 270 3 44 350 398, 376 398 398 212 240 245 258 258 .., 45 334 389 359 389 389 ~ 198. 229 229 246 246 46 320 380 344 380 380 ~ 186 219 214 236 236 47 329 372 372 201 226 226 3 48 315 362 365 188 215 216 3 49 303 347 357 177 202 207 50 350 ~ 199 51 343 192 ~ 52 336 184 "" 53 330 :! 177 54 ~ 55 3 56 57 IT IS VERY IMPORTANT FOR JOIST SPECIFIERS .AND * 58 ERECTORS TO KNOW THAT OSHA IS INTERPRt:nN<:; 29CFR-1926.751(c)2 TO MEAN ALL JOIST FORTY (40) 59 · FEET (12192MM) AND LONGER TO REQUIRE A ROW OF BOLTED BRIDGING TO BE IN PLACE BEFORE 60 SLACKENING OF HOISTING LINES. ;i ~ 13 3 w•w:+?+.+a.a ~ ------~--·-----··-.. ---··· -- ··--·--··--· --··. ___ , .:...r. ·-.. . ... . - _ . . .. -•. . · --· 6830 Oberlin Drive, Suite 200 -:·~.· -· ,:·-~ -~ -.. -NOWAK-MEULMESTER & ASSOCIATES -::_ ···-·--·--~~· V4\ ,·-··· . STRUCTURALENGINEERS ·---· · · Sen Diego, C11liforni11 92121 (619) 455-6681 -··· FAX:(619)453-3947 · · ·--· ··-·-------. --·-· -.. ~ .. . .. ---... . •• OF · ··· ···-··-SHEET.No: -·'1 , · ·· JOB NO. --------------------'---------------- ·12.c:oi:: .. t:ts ~w· : ~oG A tr e:, Jaµ.1 ~. 2.')l..(D 'S;..,~ r'""f2..L.1tJ:;. c:,-Jzt.z. HE-z,-z.. Iv\~. "'$fJ'on--l. -:: 101-01' jl2..1~. ~ 2.' w-=-izt::,i. + Zo; -= c,,4 pit M == eoo \::,-~ ~ --. -g~o \ ~- fr, -=: \'1~4 f "''i c,',t_ {../ = ~B j>.:-; ~ 6.. = .4~ '"' -::=:;. L./,z,11 e1b. ';Syt-.1--.l ~ t;;:t.,1-c:,\l j7:?,..t€ c ID1-p" t-v ;.:_ l c, C.. II +-\ 1':, ') :::: t/'7'D fl ,C ~-=-'151.,·o :o, . . Q..c,jc-: i"\::1.J z ~ t.i., /..,.~El.! ::,.,;c.~ . ~ 'P"-tJ :;:!. "$~' ~ , ... ,, --,·.,-" ', ,& :::: ·e,' -.?'' ~,·· ' ...., 1..-,..) ::: B (. I.I + I lP°') ::=. '2.1 v ff ;a. -=-!_:,04 'i=, \~ ?er:?.. .. , 1.Jt..t/441-'r ~ ((;l~ M f...-t-! 1,.,Y-.-<. HG z1-,4-,...\ I r.J '= '5r /"; ,_J ~ . '5!.:> 1-d' 7',e.1 ,a. ::::. e, \ -0 I" ~., =-e.C 14 +-1tr-") = 240 rt.?' ~~ l:P'1W \b, u SJ: '2-~ e 21 I! .. '$ t.J~ -fl,,,Z.:..,: f-..!. $ ... 1""/ 'f , t.M-1H ;:..c,.;a, iJ. PU-i' l)S~ iz.1-.r\ ol#> ~e.,1~rs. ""i..1: ~O~ I\ ~01c;..~ {.)SC ~'Z-L-'1 ~v ~01$~ Ar .. :r ,~ :"?Q'41 \ :. ~01 $.S . C.CN0111ot-.J.: _4 ~ WA-2G"1fct.,$€"' · · · , ..... __ .... . 5\?A-tJ. ;=. 3':) 1-0 11 . -rr<.1~, == .. e..'~o" -. _ . --...... --.. ., .... ---=~ -· .-:._:_·.: ·: .~ --~-_: .. ·. ·= ..:: ~. ·::.:: ···: w ~ .· e{\\ + 11.?')· --'2-lv.flP~ · · · -.: · .... -·-·-··· ..... ..:.~.::·~·~·.-.::.-:::-~.:.::...:.=.--~.: :_· __ -· ~-:.~:.:=-:_;·!·: -·· ·-·---;----. ·-... _ µ.;.:=-"b1 eo .. lb. · ·· ·: .. . --~.--.~·._:·::_··..:__ ~ .::·:--·tnss :=-, e.1~~::-:;:=·-J·01 srs;-::i-.. : · :·.:·-~ ·:.: ::: ... ~ :. ~-·~·::.:~_-:::.~.J --:-'· .. -.... --. , ........ ---· ·-.. . . .. . ···------·---.. ----·• ......... ·--· -~.J··-I : ~ r;;i i ri cn.J '5 ~. . t--A.6,:t.Af-\.1 ~~ . ~p~-= 4,; '-o~· "'112,.1,a.-=-s'-o"' !.,,,) -=-e,( \~ 4-\~ ') --. ZA-o rt P· .. ~::. Sdtc:-o lb, .. . . ' :. ·--...... :. _; __ : . -~ .. -:-71---~-~-~ ~::: 4\~~. ... ---·--------. ___ ,\ . NOWAK-MEULMFSTER & ASSOCIATES STRUCTURAL ENGINEERS . . 5830 Oberlin Drive, Suite 200 Sen Oi_ego, California 92121 (619) 455-6681 . -. --~ ~ --: ·. · FAX: (619) 463-3947 •• SHE~T ~~---. -~·1-· ·--OF · -__ · :~-~~::3 JOB NO... -.-----·· .. . . ... : C.C:,..J. ca m r;:t,.1. L... · ~ M ~ -z.'2A-'f..\ r i-J E' . ~kt.:l :,#lo so'-011 i'P-1e-= \o'-01\ '-4)_.::: \ o (. \ 4 -r. Iv J =-o OD.. ft f .. 'f2. ::: -4 '5 oo I b eat.lo In Ci>J -, i H f::2-'ZA-N 1 ..i~ c:;p~ ::: S'51-d' ~G ~ io' -01.1 - W-:. -Scro-pl?' ~:;. ~f..';,O lb, ~~,ri o,J b"-~1~·z1.41J1iJE:" . "'5>f'~ :. 401-011 . j"IZ,.!IS ~ <c!,1-0i-< i-D = 2-40 e tf. 'R.-= 4~oo U::. C.0""1P·ITTctJ9 ~ Wkac l-tcv~ ~ t' P.1-.\ -== zi:s , -Q u ;,z..11:5:: e '-o'J ·W-::: 1.1~ p\f R,_::::. '7."700 \!.::, G, \.12.l)E;l2$-; . ~ OL fi c1J I : W~Jb.x:r ~fh-1 -e· ~z'-o" j'Q..l,S:: ,s L:,1-ou toJ.r::,,n01-J ?: w~+c~~ 'S fA-t--1, := ,4 0 \ r°u ""i""P-! IS -::: 4&5 1-l4 \\ . ?~ £:,7-&L:o I!:,, --. . .... ·-··· . ~ . . . . ... . . (.)S:;" 14. ¼-:; .)cr:s~ -4 ·sf Ac .. es e. e "-d\ \ ~fr"--:-"-e' e_.. 10'--04' TT"~ 10 i..-SZ. lb ?1,,. -=-\ '2. 0 ~ -~-\ \;, :··_·: ·· ·· · use:_· 4io~~tJ 9 I~ n ;_, .. I · : ·: ; -4· • · · · . A~·;·~;: ... ·:: .:~ --~:··· : · --~:.:::·~--~-····= · ··:·:··-~-~-~ ~-:-~:-:::·::·-:.~·: ...... · · .. . . --. . · ..... · · -· ~ 1.,1.,1 o 1r1c,.,., .. . ·-· M gz:2.~1 1,-.-:,...... ... . __ . .. . . .. •• • ... . .• _ ..•.......... _,_. .. . . . _ ... .. . . . ___ _ ~. ·-··.·:: ~~:---~-~·--~~--: ~~~:_. __ : ~-'-~!:?-~':-~-. ;·~!-~ -~-:~~-~~~'.~------~-:S~:~.f.~"*-~~~-~~:_.o'.!.=~:-~::_·:::~:~:=~·:· :··-:_~_:·:.·-·:: ·: __ -~~~ ·;---~-; :~•-=·-·-:-:-:! _: ?.:U~(,~+!_~-~-~-~!?:'-z.)J~~~'--~-~~1~:1.~L_.· · · __ ·_ -~: . __ .·:·._:.~~--.:~~ ...... ~:-'.--.~~: . . . . -. ... , . . . . IJSlt 4c (:A·~ J..l 't "'- ~- • --· . - NOWAK-MECJ'LMFSTER & .ASSOCIATES STRUCTURAL ENGINEERS . . - 5830 Oberlirt Orive, Suite 200 San Diego, California 92121 "' (619) 455-6681 -FAX: (619) 453-3947 · ·· ---- · · ~/P~ -· ··. l?~TE e-i.&-q--J PROJECT teL.-· -Le,--5.. -41 t _.as I SHEET NO .. ~ -~-. JOB NO. lo,Jo In~ ~ •• 1--1 E~Z-A-1-l I~ e' . : I -Sf~-=-4o 1 ... 0 11 -n21e.-= So,~ iS°'fA-c.Es '2.. ei'-ou ?efi!Z-,?(1'5+t'Z) + zel1-z.J.-1i)Je, === ··10 ,Z.~/L-.(6, C.014.ot 11 ON .1 ~ f-v1e.i'ZA-t--l IN= Sf A-tJ ::: "So t_ o II ii"''-' ,a. :::. .,4 e, 1.,.-o " -P=-\ol4-'S;(.l!5+1z.") ~ II v/0 lb . ~,.J t:>, n c;,i.J. e> ;. ~.) H'..E b ..r.;;L $fk1..l ~ ~01-cl' nz.,,.e, =-'5l..>1-d' "P== ,s1,.(~C1z+1VJ = 101?2 1~ . . I to~ .J 01 'Si s p,,.-,J e et. c;,.:::, e, ; 0.)-.:. e,{11 +1£d') = -z.tu, r1f 12.:: ~ ~o" \ b, w:: to llr +-12.) = 'Z.~o ptf · '\<..:=-"1 'Z~ 5 lb a,. 11Z.Ot:-:fZ-S e:...1 t..,s I J (!)\ ">r" s~ e \o-\ -rn.i.e. ~ P= 14.teoS (!,.. .-:, . e ': 112.-t~ ,, ,:-, ~ ,.,,. ~ ..,--· .,----,..:.-ri,,1 r . \ ~ o';; --~ -.. ----~ ... --w-... ·--~ u5e-40~ sf-4 I I IL . !Jf;d 4 OGj_~ N .I.~. 1'- . .... -. . --.. -· vse-·~:A o:·~isAJ· ~-.1-a 11.. OF_· __ . ·--i --~ -• -_1 . ··-j ··-· -··--·-... -----·-~--~---···------·-·-·-···:-.. ~-~--. ·····-·------- -• •• ___ .. ------· ---· ~-·-• .... -----0 -·--·---· 0 --OOMOO••-.. -•••-• •• .... -0 • 0 • -•• • 0 00 0 • 0 -• 0 • --0 ____ ., . .,,_ •.• ---••.• ,., ___ h; ··--· --· -----·-·-.--·---.-----. ---------------··· ~---, ,. . ---.. - ... -,..,.... .. ·--4 ·--__ .,_ -----·--f ~ ,. ' ---• • -• -.· :· .. ~-=~-~-W'-.. : .. ~-NOWAK-~TER & ASSOCIATF.S . . . -'/ , . . STRUCTURAL ENGINEERS · · ---· · 5830 Oberlin Drive, Suite 200 . ·· ______ -~\ ~ :: _ .. Sim Oi_ego, California_ 92)21 _. _ . ·.. _ (6~9)_455~~6-~~ _. :-:.:~--~~: (~19) ~~-3-39~7 : ~---~== • , ....... -·--····· ···---·-··-·-. . . . . ' .. _-_ ~Y. ?Af' ·· -o~,:e · Io/~:, ,.. . -~. . . ·--. -·-. .. . . . .. . . . ---. .. . - PROJECT : CRC. · Lo,:$ 4-, ,t4B ~!i~EI J-!O. -J 4 · OF __ JOB NO. . . . . -··--- C1 t-JG 2. ,...; f2.ori:,= · ~u.{ ~ .. St-~ A: -p~H. -=. ,4 l('S't..,)( \2-)' = 1. "1 ';;51.. \1-.. 'Pu.. ::. -ii ('St.,')(.12.') ::: z, 'S~"Z-\ f::... Ii. l <?a ! 11 ~.Jo(,;. ::::. 5'5, I H Ay. ~-· hi'" = --, -0 ip.,./ TS 1',(.1 ~ 11~ ~::: ~1 1~ > s~, I k. c::riL C..A 'l:::c.) . ~e,,tJ~ k(1rr"... .$ 66;..!oitJ~ C. 0,-..1~~ U.:. .> 'Pb~~) -p.;.4\.·?~t. I ~--JZ.a. ~ \?•e'k(<..') --f!:;,Z..le, lk-L-1, f.b ~ 5,e,1 l~ t~.=- 1,._ • ~ "Ptt. ~ 'Pc-:.. . -== ~ \ 41 ,,.., lb, 'fb+ot.. -:::: ~z,e-~ MA-"iG eo .... H-r :::: ~~-0 11 ~"1 Ts s~ e-,, . .-\14 ~-=-1-::, 1'.: '7 i-z ,ek. .91::_ i:: A-1-se..", Co1--1o 1,-J.tt> ~, 14-t.-,t ~1Jo 1 t-J 6 r-4,, , 1-1:-r--1 ~ ft~ == lcs. 1 L ct.,') = fl, :::. 5'~ o I ~"i,~ tJ,--1-7 ,t, l"s,' f ~ -::. k-, z, ""i r~ ---,-i .. 'Z-~ k~; £P:::. I -r''r~ -I -Glr ~ \ 0 -1', , .. Ft-'i' fb -•\.P I • ~ i I• / , \ ,::" 3 -r,-. .--· -I L..J , · · · . ~ r-J~. . .... ~_,_. . ~N + .. --· . ---· ,,~,-..... , ...... ··-·-·---· . ~-.---··----·· ·····-·--· . ...--···-··-····· -~~--~ .. :··,.-.. _·_sL~. A.: ... -'P~i:,=: __ :40~4~")(12-).~ .. :::-. i12.oeoli?,. ~:'.·-~::_·::··~:.: .. ~~·:::.·· ·:-:-·--.--~---~ -~ · 1l..t~ ~ __ P.,.._:· :.·:::.--.:.·-:-:-~:-:.:.:·-~:-_ ,z..1,.-p eo .. ~~:::=-.-.:-.~_::~·-::··:~-:-~-:. -:-=-:::-:~:::-.:-:~:-:-:: -~. : . .: ~: -_-_-_:_-:. ' ' •. . ·'.:: · -....... ··:_·-: :-: --_·'._ ,,L">~'--~-44,2. ~:._.-_: t-1 ~~:·~:,._-~ ;·-i.~-:~~;,:,·: ... =.:1.;;::~: 7 :--<~:-:_:~:~·: ·:· ... : < ·:<=-:::::·:.~~ . . . . . . ·-, _. . . . .. . . _ V .. I ..... ~~I~/~ . , ... ~ ., 0\.-0(:i & ._ 1-bt.= 4((42'>(1'2.~-. .--= iit>tt., \b,. --. . . . . ' 1'71-1. = 'P~ = 'Z-".> ~tl.4 lk. "'?o+i-= 41,,z.lc. MA-'( ~-, Hr ., ~1'~0" U~ ~ "1~1~'14 • ·_:~~-~-~--~ -·· ~~~TER&ASSOCIATFS ... . . . .. ···-·-····-. · j.\ .£.\-5830 Oberlin Drive, Suite 200 · · · · · ··· ·· _J -----··· .. _ -~\ -~\ __ .. ~a~ Diego, Californ!a 92121 . . ... . (_619)._46~-~681 _ . ·. --~. !~; .. <~1~) _453-_3J'!7. :.· .. · -~-j JOB NO. --~ ...... ·-·-· .... ?t,1..·:: Ail(it.e,l\t.:J + IS(.\"S)J =-. 'Z.q~ lf:,, . . . . - ?1,..t.."' -\I C4l,')'Lt-z.) = '2,'2. L:,~Z,. t~- 'Poi..= 4 /Lie.')(_ ~i, '5 J -P~ ... ").,,Lie')(. i:so')(,t.,; = 2."7 ~'1S tk. = 'VZ.. t4o: ti=., ... : ....... · L.j .~ . ,, ,~I Vi r"'l4'lc I ~t,,,j ie,t:.I'~ r-r°tt · -=. h1 "': 0 ··· . . i . . .. ···-- "Pc;,+t. = 9,,~k. -rrzy T5 1)(.1 k. '~ ~---· -,~---~ .. "-. -:.__ a,-~~k.-.. ¢1 ~-:.: ____ ·-··-·--···------~--=~~:= r~ ... -, ·IJ r -, ., . . ,L ... . . . . ······- C.Ot-1 P-, i,.,1 tE'O /'~~ I 14-!.. ~ o;.N, 0 \ 1.J G,. fI, ... = .J$z.~tt.. M;: Re.. C.e t-tn-z..') · -==·\·\ r~cC~ ~ .. ~v ~-\ri, f;;, C: 4,1 1'..-.:, ~.-,;: ,Z..'7,!,p k.-s'1 A .... -::. e, l1---=-~ F~ ~ io. 4 e ~.A I b. 4-±!:-::: .'av ~ \L. ~ r~ t¼. ,v.14 fc-fh o!-l?Gi A. -~t...O St e. $ lt-·-1 f l-412. °f&L-:. 2.\(1e,')(S'7.$) -:: 1"4115 lb, -P~L ~ . ~, (_15")( ~-o""'} -= I ~900 ~. 1'~r1-==-3.~, \ 1'-· · l)fJ,a.~-e., r+r-= \~1-c,'i -r~~ ,-s s~cs~~/11., ?~ = t.,;o"->-o;.tv... ~~tiJ.l:;.O. ~t:,11J~ j ~i~-- -? -ll ~ t . "-· . ....-A·· . 0 ~ ~c· t·"'· _.. · ...:.1: -t ·, '-..-· -~----~~'-~-. _ . .':. _,-...., = .-11;··· "-~ -~----~~JI_·. ~'"'Hlt -·· _ . ·--.. ·-. . t~ ~-. 4; z.~ _½_· H, = . _~1'." ~ .. ~-~--:-~.::.-_ -:~:--~---~----· . _: ___ > ~ -= . ~-: :· .. :----~ ::.::~~=: __ ·:_ :: ... : _-: ~-·:.-:~-~--~~-:--~~~--== .. , .. -~· -<:. ;,_ ':&. v,, ,'-~~ .. r~::.. 11,o4. ,~-: . -.. -.. ·---~ .·: · .. ~.. ·-······-.. : : : · .. ··: .... ; .. * + t = .Su> ~ -·. --,----:---------,---... ~ ·-------- ....... JOB NO •....... _.A-~~---~~!~--~~ c.c,J~c. -~f = .S?fc = -~~~('ln()O) -~ B1'5 fii\ ~~-11..",~~. ~~ t --ryp,0/rt, . i Mi<,',.~-qi:JL==. ,(;-7(., (<4~-~- t t. -z•..,;i,rJ 1-~.-sM K~. lv1A ~ lu sm-1p: ·l. ~r,}'l.) ----_ . --~--~~ . · w_ -TSe¼e~\/4 tr==~~;t, . MA-= ~e-7_~--~~-~n ... :·· _-:.~-.. -. --- L=j 1"61~1 ~ "~ ft" c -.~, CJ H1t-· -2. \ 1 --''"--;,; h, \ ------· __ -_---~ -~ -__ _ ['I i"S '5.,._ <;,,<.'/I <. ,A, "' • Z.'!>O l-11 ,;---f , 4 t,__.. '1,, , Pb--.. .,,::-, fo -::: '2-11~\ l,A-ts c... F'z.--1) . ~ .. s -== ~ ,-st> · ~ ... -= .os\~ TS '1 5r~ _.01"4' . I • TS '5 Sr-;.. , o:Sc;1 I 't.-f:; := • \i.c; 't·,-, t-1 ~ , i-0 'r1\'. J... -\ 1,,,&5 -, L., ~ fl • 5 f-'\ ; '4 I r-'1 f\"\. , 0scr '5/e/l -re °Bri-'bl: ?..A-1'Fs. NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS 5830 Oberlin Drive, Suite 200 ~an Diego, California 921_21 PROJECT Cfi,C., ~ 4j !f 4f=> M~1..·=· -;.oel2...;) ==-'1 .,: k..;t.,:, · H" =-· e,.~·z . .c~--..,.:::: iit_.ALp ~;,,,, 111,A../ 'o/e/ Fiu...e--r-wa..o ~-~rr;e .. I d.z. Sw ~ 3 -=-&::.."?-s ,~ JOB No •.. -. -. ~ .... I.... .. -~ -- 1 1 _ I I =t '5. 6 ff. f':;)-=-4 it "-/2n. f~-: .. --se,e, \t.../~A, _ tti ~. ~ "-I~,-· __ j · · · ·· ' . .. --. ~--- . -. . . -I -···I _. ·:j f ~ = If'.,_ i-.(, t i-/,, '-= A• z. \ i..J~.-,, F.,,.. = , n'i (, -:01;(, ?> ')( 1 o") "' 1$.'5 ~/),,. o-r.c:~ • ·lJ5e" ¼,n ~ _,~ ')(..o'-'11t t:Mee-o 'fe. A-rJ~ "'bn.tO f2£©'H,7'5 ~ \~ -(:;,.) ~hf'11 ¢ Y.. '4 11 IJ~,.J ST'~ Q {.,/ "'Dt-+U- I ~"f"l_,..,,.,_,~~· ~--Al -··/ j' ~-;',7L• .• t' -----.::::·· .. ...-1 l...-.c ~-1 ,-r -.;-'1'=1,t,,,1 ,1 rrn,;,.;1 C.-""O . '--"'-",....-..,-__._ -p::: \,4~~)"1'-'-=. 4~1-z.. Jr-"1t~IIJ =-\\'1-Z.5 lb,, ~ =-\ \ 'i-z.3/; 1=: 59v:4 th, r ~ c..-= 4,q1 o 11.?, 'P.s:> = .q( ,44;( too) :: '2.~,1 \c. ¢ ~ ==-c/>J..Ct .~As + A; Ab )]f~ ¢:. ·,t/.S ?-=-\ .~ fd: ~ 3~r-"*,j _., d Pc--.. ~ \. 8-?;~ \b, :, ~~~-:. /1_5 .. Ab> {-s := \'ieet-\b,. _ ¢.vc.. ~,s ~P:cb ,i-[f:. ~ 1~s_i?:1~, ~~1~t:Q::> . l~Stci1'.A°" 4" :St+e7tt2. ~--. . .. --. -----.. . ----- ... · . > ·: ~ {~ )~ I '·" .'>11-. : ~;-~ ?~YF} D •. "':'=~ ~ ~: _: ~ : _ -=~~::;_;i.: ~ .-: ~-~··· · 1 C(~,J+l~YJ e:1.o ~.•·~·· C~)i4-f{bY~1.; ""'-.. • -__ ._:7:---~-~-~~-~~-----. ~~~1:ER&ASSQCIATm ~ · 6830 Oberlin Drive; Suite 200' San Diego, California 92121 · (619) 466-6681 · ---· --FAX: (619) 463-3947 ----. -----~,. ---. ----------.. . •. -. . . ' .... -.. ----·-·-. ' ---. . .. -~---· ·-. --·- --_· __ · ·-SHEE,:~~:.: -.J5··. .. ~F ----·- -JOB NO .. . "DL·t· SE1SHIC . .. -. ?.-:::=-: ... \ .. 46c... ~ 4~tZ.. \b. M P'-' ~ \ 01 &z::? \ ~-~ ; .. . --____ :·: .. . . . . .. . ---. fi·.=. \~1 Fe:--=--\4'\1.4 1--1 ~<-=-51-40~ \b-':-ij, •. a. • -•· • • 1= c..-= . f.;>.:::,~~ (l,, 7'-\= io44-!-l4"'.l'.¾ --1~~41 lb, ~v.=-'2.1~'-' 1-b, l!ot--'J~~tJ.E"?:, i"aJ,$1c-,J. ~ ".Srrt:~ {.. t~e>, .nl I 11) ,ii.,\ ~ /)i$f= ~. ~/41~ ~-4~ ~~~~~-~~Ri - ."Sf A--"~-r:? ... ~--· t.i:,\~ --~ . . _. . " -- ~Q.' b Uf,-f'.:.1 ,~~ LEi--1Cli1-l (2 ,-r4~s ~11~E1l -:.-(; · . t) 5JZ \... e, ~ L.e, ·,q, u w/ U.-H ·$ ·· ( 1' -Sf' i ffEJJ.OZ- 'Bj2.A-C..~ e e..e::.-7:--1-rcrz. 1v/ e-/e/1 1,~-r v,. ,s,, t7E-, PL.+ SSJ-SM1l 'f':=:. 149-44 \b F° == 440 2-\b . HPI..-\-U.-:: ,zqqgicz.:;')-::: -,4~1:0 \b-'fY\, M0t-+Mf> -:s 314151$ + l'?'Z-0~ == ?0 GC/1 {~-~ 11, 2-·1t·· . i ·. r 1>l. HI,.. eub-J,r,z., <t'l'f G,.,.,J~~ ... ~ • ~ ~ 11.J..Er ~£1-0 -~L.E' jt:, -re. I( ~ " .~~~-se' ,,IJ.<'T" V)\ll.t, AJ-1-. ~,-Ii:, r •Ff. r . I DJ . c:i .. k~.::;,;.~ =, 4&, ~~ . .. . -:_ 5"£fr, --- --r~ ~-i~C\tko·: _:i-~ "-/r;-. .. . ... __ _ __ -··-··· ___ __ __ ... ··-··--- ··:_---~-t~-·;.p_ -~ -__ ·_ -:~--~tr-; ~~-.;1-k;~,~ ,~---:~~--~: v ~:--¾~·-~1-~~:-wez:;;·_ ~~~o.-: ___ ·: --~::~·-·_ -~-~ .:"::~== . --· ..... ·----····--·-:-·-: .. -·--: . . .. ,.. ·-. ---· ·---··--·-···-· -·-. -----.. ------···. -------~-··-··---·------------... ,. ,. --. -··--~- -... ., ~_;, -·· _· ... -----.... -·-· ~-.. ---. ..,,. __ ----· ----~--: __ .. ~-. ··-~: . ~ --------. ---..... -~ .: _________ .., .... --'----·-- .:~. ·-:::=·-,A~---~ .kG\JJ\~~TS ·:::····:: ·: ~-: _ ... _ · :. ·_ · = :· · · > ·· : : ···: :.:.: : ··:_ ~-: ·· · ··. : : ·.: .:.-:_::_:- : · : -· .. · --~-;i·TJUl.J(q~-:1'~6~~,j : : ·1·~·1.+"~-+L, ~"'---_4(i,·~1-·lb~:. -r~c.~ -i9-~1#1· l~. -: .. :·:··:_~ &/ -s~ = '1~84 \b, V11./~rvo • \\ l,-Z,O \~, ·- ___ ., ·---·-·--.. :r~~ .. ·-·-·-· .... --~ NOWAK-MEUI...MESTER & ASSOCIATF.s STRUCTURAL ENGINEERS . -. 5830 Oberlin Drive, Suite 200 San Diego, Califo~,:iia _921~1 . • -·._B_Y PAf.: DATE 1.0/11 , • -"'·-. . . -· . -----------------------------JOB NO. A\:.~ I~~ i ,,-z. ¢ Pc.. = '$0"4 k. ~ ~~ ,::, \9 I 'o IC.. ¢ ~ C.., ': \ z I l, U,. ~t;uJ€"o ,.~~L~ ,t 'Srf~ (..s,1 ,,qz, .1e> 1 .~\) e-{l_· - °'2"4f St:,taE -p~~-@. CJr1-rA-11J i.i.J~..)..; -I.-1rJt!' ~.e, "$f.4-N ;:: 4c1-o" !.1Jt7H.~ ::::{:-r,'~( ·t':,+ Z.D), + ~~ ~ . 5;&:.:; p'f M :::. I I 5 k.-ii-· Tt<-1 w ie> lo'..~ o. . I':,, c:: 'Z-o; \ li.,c,.~ a R. = \ \' ~ \c:. fit -::: 2. ~1 al-. A -:. l, e-v ··11") ~ L-/.z,..tz;, C?··~ 'P /2-0V I 0§ 'a fZ.-l'r',_., J..J :GJ n:, -o, f'"l' 1+rz-.A-C,M e. to 1-o'i4 ~ 0 I. I 1 Dy. ::. , , -; U,,.~, \ T ~ 6 =-\ ':I • \-~,;;.;-- · · · · ... '-''5,e:-__ w.1 ~-"'-~ o. . -~ / . . . ~ -........ w... : · ~ ~ ~ ~ ti.: -,!o i_ I( . i :.~"'7' ~ -,s _ ...,...,,~,"~ r,; 0 ... --·· . u . ·--:-:_ . -.. : .... : ... --·--.. ~ .. :· __ ·-·::----~·-:··-~.:. ~--:·: .. ------~--~ ·----~-.. -------· -~-. --·-··------·'"--------· .... ,~---__ ., __ , ______ , ___ ··---~--.:.; -. .. . . ___ _,_ ·-' ... ~. ~ NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS . . 583Q Oberlin Drive, Suite 290 · (619) 455-6681 ·· · · __ ., ______ FAX: (619) 453-3947 · ··· ~ ··' San [?iego!Ealifo~n(a _9~_121. _:: .. . .. . .. . --.. · -... . . -· -··--· -----------.. ' . ..... --. . ..... __ ~--~-~-9Af :~_·:· o.~-r~ ,01"'.i-. -~--;,~O;E~T --~-~gZ-:-~-·L;,;--~:i i ·4e;::·.-=-:===~~~~~~N9:-·Jrc;,~~~ ---~~ · · :-~--:---~:=~- -· -.~: =:~.:.:::_-:_---_-... -.. _.-,--:---_--···--· · ----· . ... -.. ··-:-·:·:· ---_-··:··-:--·.··--JosNo.:···-·.--··· ...... --·--····- .. --t;'.r;:,~~-o§:i:+1 ·e., L1-1J Er ~.'7 · -. --- t1Jc,.4-_~----=-l~Sf2.)(..\~½-:Z,0) -~s~~:-~---~~~ tL+, .. . :•::~-~ . ,., t:::.· \ . ~ c .. ;>r" . --::. 1-·~: -o "-1~ .... _'5\,, .. · ~~~- -~ /;; I i..J ~. . °bL-1'" W 1,J i;:,·, w 'Pt--=-i 1-; f ti W,,J = I LPO f{f, 'h+ r~ - .t; . I b=:i ,-"'·· ;~---~;--~~ -· ~ =: 2. t / --k.~~--~ ~. . .. A -= , I.:,~ .:-r'I .... -:::.:.. ---~1-'SO .. ~ a~e ,z,'6 '· H"' = Z2,t:> lt..-lr: .. /h~ .. -= · ·:,,_;-z· \,s~. HO -: :S ~ I "-1 .\&-?r. -· fba· ~ · ·1_0,,"1 1va~ - . ---· .. os~ w·_tt..,;·~-u..; w/ -~"'is---.. ~- o!Z..li-C-c-P e ; ~ '..;.. t,;0., d · · _ "Dt.:. + LL -p:::. 11 i '1 £.f.:! o I b, -~-:::. -So ,,.,ir ~ ~ ~<?.' <l (J.. .. tr t '2 . t; lt.-+r -:::.. ,, .. 0 li---#i R. =-9-~ IL.: i 'p :: \ q l_-;,' '" ,;:. \ ;, ~ k.~; ~Y- A.=--~ll\~ ·:::!t:.. t...J~oo ~ • • · NOWAK-MEUI..MmTER & ASSOCIATES STRUCTURAL ENGINEERS 5830 Oberlin Drive, ·suite 200 ---· · · · San Diego, California 92121 · (619) 15~-6681 __ -_ · . : :__: ____ _F:~: _(61 _9_) 453-39_~7. _ __ ·- JOB NO. . . -b~ = ~ .. ~. 'rn,. tm ::: 7 i,,.,, f'u~ ::. F~ c s~~ f<c. -=-\ f\b ~ ~~~c::o. , ~~~-r ~1z \-'i.11i' ~-~,~-u,;~· .. ·e = ~~ t.. (; ,.., . I+ £1v I . t ~. . 1!!!.fS'?~ .. I":-& ~ ii~ ,::: , 0 14!.e =, "'O . I ;. '2.= -\~IE, lk/&:J._:;-i = ~'-, ... !' (£· La~-!!: 4,5"' usr ~/4:\-\\¢ A,8'~ e. '3'-t~/-% -::I_ A ...:t. I ~ p,:::-.,, ~ l-t\ .!!. . ..A i...;, .. I ? , .... ,_. ._,_ C-J~.~o. --~r:~~. -~~, ~ ,~, Wi'\~S '<,412.AU..L:"'l.-Th DW.j Vt.. ¼-U.. -=-\1'S f\F lt-n~) ··,Z.1,. ~ E:>~o lb/ botr (~to.,;. gA') ~~0 1b --~ff;,C,H..J.~ :: 4L10~ o/c... ?= '1 o 11 /fr: J-= l'Zv pJF- ~:: \?~ l.b ;fr: e = -::5~ .s e> le.,, = 1· .. 10 FeG>-=-4o~ l \b ~ I :. ,; /;"7 . Ii..,.. ~ \. " s '-'. ~ = : •. 'Z = \\ \ \.. \'o/ b~ r . rz::~:.~ :~~~~----~. 1\ . __ : . -___ __; ___ _ . . . --·· --·-. ---· .. ~-.... ----·-· . . .. ----....... ·-·--·-·t· • • •-•-• • • •••• -••~• --• • .. • •• ·-• • •• •F • ••• •• ••-: I ........ ,.: ••••, ·-•• ••-·•-•••-• -• •-·-·----•---___ ; ; -·-. --· .,_.., -··-. _,._ . ·-· ·-···--· ··----~ -· ··-~· -· --·-·---.-~---····-..... -....... -· .. __________ .... ' .. ----·-··· --·· ·-----·· .. --· -----.. --· __ J __ ~_L. h --• -·. ·--_,.,., _______ ,, • • • •• • • •• ... • • ' -•• --• -• • -·-···---7--: : .,.·~-'7 . ·. NOWAK-MEUL,MFSTER&AsSOCIATES · . --:-·i\. 'I j;\ :~g~o~~oo . . . ... . . . : ~: -~·~·-~ · ·· · • . _ · · ~\~\ · S~n biego,.C~li~ornia ~2J ~1 · · · . . . (~.19) "-~5_-6681. . ~ .. _-~ .:::·:__F~: .(619) 453-3947. : : _:: •· L~]-~~1?:#.·~~--o~~e: \0/~:1 . PROJ·~-~t ·-egc.· ~ · +i ff ·2d5:~.·._· : ... ~~ ·~·~~~~r·~~i··"t'i-·~:· ·:OF · · -~:·:~~.~== _ .-·· ... ··· · ---·· ····--· .................... ·· · .......... _. ... ~·J°oaNo;~·-~~·-· · · ··· ·---·--·-·-- 10,1 ~-e.. 1<-~ 14·,t,, It.··,~~-"" ":I'? .~ C, "-· .· M ~7~! , •. Ji: . se.~ ~-· 7,.,..~ let.Jc.. -=-ser,t.-1c.. . -. -·· --~ \. 0 11 ¢ le?JC., le,i...v,--,ri..1 pen.: 14,1.:.Uf 'l;;. >'> . Re"O.' c. V.6e ~e.1r.= .5~ c·1;, e,·4· A-C,\) ~ ·""' • (', (lf"i-2 ) = ~D"t ,.,.,_ • . A';,,.,..,,J =-• 01 ( 5Ci'q1 = 5.o~· ,,,~ .. ~ \-Z.. ti.~ 6Q.. ~~""'?· · A-~ ·... 5, -Z..Cb \Y1"?. -r1~ /2-e a., ,-...i 'r'$ . Jd: ~ 1-f~F -r,1:s ~ ,z. ,, "/c.... Pb~ A-m~--c.-1+.r-o a~Mf1;18"'-1-.rl..ll".,.,~:s, -s. ~p,, >"'> . t2..E-Q, D ~ A ~-Ke~ I 1-S CO\.. T'D ·C-Nc:..,. . ~-t r-s 4)141(,.v..,) -:::: C\ -4''5 I"' .f. U'Sc: \D11 St.w.~ 'f-w/ '1'1 C../c. ~ ~t'"~-c.-11--~~. -r~-= . ~.:s~t Cio') 'G') -=-~.,z; . . ,z. d (}H;1r. ~ ~~ ,,'SC t:;,lhJl f ?•t.'?J( i;-~) -::: 4-t .. ~~J .. -L,~0.,_ /', ~ ,::::: 'Z. 5c.c, ";,, . -r~c.. ~ ,~ ''-t-'\ft ..... \ ~L ~-iz.~!~. ~ "?,P,, -~: «-'· . ~ ~ bt . i. ~ .5h;i, .. -. . . . v_~~ -11.~"i-·~ ~~. ··.·~ :·-.... --~~--·~.~--~;·· .... 0 ._ .. ___ ••----4 ·---Of•• •• • O 00 --,,_ .. • ·-•-• -••• •• --~-------, --• --00 ••••• ,_,_...;__• -. -· ·---~ . . . -. --. ~ . ~--. . . -. ---· --. .. . . . --~ ... . ---.... -· ... _,._ . ---w ·-··. ·-~~--~ ~~--:~1~_~:~ ~,A1;.. .t-.M~~~~·~:.~-~-~t=~~·.~~-:!:.·:·=~'.:·::::·:··._:·:: :.:.:·:·;-!~. ~: : · · ·. I l,v. "'Poi.. '=-iOt2,. W.· . . . . . . . .. : ; :::~· -· . \O· · . . ~ f'fi,S1$MIC.~ ,·i(f,'S~C° '!Slt"U;')'i-i~ut;~'J: '5,'1k_· · . ~tJ ,='I.,,, l1JC.~o)-= • ~2. "-/.fr. ! . ! , -· NOWAK-MEULMESTER &·ASSOCIATES ' . . ~ .. .. . STRUCTURAL AND CIVILENGINEERS. . , •• --.. • • -: ,. --~ ·-···· -: ----· --·-• ' ------· ., : --· . ---•• ' ·-f ' ' -• • .., • BY..;:frl:_!)ATE • --PROJECT-···· -. . . . -. . S_H_EE;T_~~-~oy_·_ ; __ ~ . . .. ... -· . .. . ~-·-·· ---~ .: . -___ ,. __ .i.: ..... ·:·-~:-·"'---~-------.!------· . :. .. ···-;··--··· .. . JOB NO: ..... -. . . 1 ..... ___ ....... r--. --·----__ .,.._,:·--·····-··""' .. ···-;· ··-. .. _, ........ ·-·-· .... ~ . ·-. ---·---.. ··--·'· . I . ------------,' •• -•. •. . • i.,-t;:).A-,0.\S. 1.; -· . ---": ........... . cD ::. I A C b, "" .. -; ,4 'Z, ' .. u . . .. :_ --· -. . . . r"i .• ~ i ~1-----,-. _o _____________ ..... ----------- --------------•---i---·---··-----··--------. ---···--····---~ , ____ ·, .. --------------·~----- ~~~K\~= V14(5;'\):. 1;-;~·-__ .': .. _ }1t~.:-== \o~-.\-'-4r,. w ~ I ...r.('_;·~---=----.A,~ ,.-;r· ------..... ,J-·--= \'2.,~tc.-.... $ /."'T I ~). t .. 77 .. "/TT•a .. · -· -_.I.,\ ... -·. · ----.. r --. j ... "°'1Av.. •. -s rMJ, ~--YP' =P~"--------------------·---------·--------------------------· ,, ·-·---I If· .... ----·--------~l"i>~ v_.15 ___ ~1:-1.'f -1 _,C?____ _ ___________ . _ • •••• . .. -• • • -· •••••·•-• -· •-"-" ..---···---.,.. ____ ,...,_ ,..,._n•---·-• ¥-• • ••· --·· -• ,.., •• •-•-----• -·--· --·--•••• ----·-·--•• -• -----·-•·--• 11/03/97 PCACOL (tm) V2. 3-0 Proprietary Software of PORTLAND CEMENT ASSN. Page 1 11:37:51 Licensed to:· NOWAK-MEULMESTER ~c..-\ • 0000000 00000 00000 00000 00000 00 00 00 00 00 , 00 00 00 00 00 00 00 -00 00 00 00 00 00 00 00 00 ob 00 00 00 00 00 00 00 00 00 00 00 00 00 0000000 00 00 00 00 0000000 00 00 00 00 00 00 00 00 00 00 00 -00 00 00 00 00 00 -00 00 00 00000 00 00 00000 00000 00000 (TM) =================-==================~ =====-"============================== • Computer program for the Strength Design of Reinforced Concrete Sections ' ----·--------------------·-------------,-. ------------------------. ----- • Licensee stated above acknowledges that Portland Cement Association (PC~) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the PCACOL{tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the PCACOL{tm) program. Although PCA has endeavored to produce PCACOL(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all re$ponsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the PCACOL(tm) program . 11/03/97 PCA.COL,{tm) V2. 30 Proprietary Software of PORTLAND CEMENT ASSN. Page 2 ·11:37;51 Licensed to: NOWAK-MEULMESTER • General Information.: ========= ======== File Name: Project: . ·column: Engineer: C:\PF-PROJ\97.,.044.COL CRC Lot 47 & 48 Exterior Cone. Columns PAF -;E~.un Option: Investigation Run Axis: X-axis Material Propertie.s: ~= ===== =---,=-=-- f'c = 3 ksi Ee = 3320.56 ksi fc = 1.32275 ksi eu ~ 0.003 in/in Stress Profil~: Block Geometry: . ======== Circular: Diameter= 36 in Code: ACI 318-89 Units: us in-lbs Date: 11/03/97 Time: 11:34:28 Short (nonslender) column Column Type: structural fy = 60 ksi Es = 29000 ksi erup = O in/in Betal = 0.85 G t . A 1017.88 1·nA2 ross sec ion area, g = Ix= 82448 inA4 Iy = 82448 inA4 Xo = O in Yo= O in • Reinforcement: • -,------------Rebar Database: ASTM Size Diam Area Size Diam Area Size Diam Area ------------------------------------------------------------------3 6 9 14 0.38 0.75 1.13 1.69 0.11 0.44 1.00 2.25 4 7 10 18 0.50 0.88 1.27 2.26 0. 2·0 ·o. 60 1.27 4.00 5 8 11 0.63 1.00 1.41 Confinement: Tied.; phi (c) = o. 7, phi (b) = o. 9, a = o. 8 #3 ties with #10 bars, #4' with larg~r bars. Layout: Circular , 0.31 0.79 1. 56 Pattern: All Sides Equal [Cover to transverse reinforcement (ties)] Total steel area, As= 5.28 inA2 at 0.52% 12-#6 Cover= 3 in 11/03/97 PCACOL(tm)\72.30 Propri~tary Software of PORTLAND CEMENT ASSN. Page 3 11:37:51 Licensed to: NOWAK-MEULMESTER • • • Bending about Load, P (kips) X-Mom . (:et-k) Y-Mom. (ft-k) N.A. depth (in) ------------------------------------------------------------------ X Pure Comp. Balanced Pure Bend. 1159 424 0 -0 432 312 Program completed as requested! -0 -0 -0 103 ·. 92 19.09 7.90 1159 0 0 y 0 +x 928 0 0 0 (/) p 36.0 inch diam. n .f •c = 3.0 ksi k i fy -60.0 ksi p s Confinem~IJ.t: Tied clr cover = 3 .. 38 spacing = 6.63 12-#6 at 0.52% s = 5 inA2 Ix = 82448 in"'4 Iy = 82·448 inA4 Xo = 0.00 :ln Yo= o.oo in Q 1993 PCA in i -285 Licensed To: NOWAK-MEULMESTER File name: C:\?F-PROJ\97-044.COL ~roject: CRC Lot 47 & 48 Column Id: Exterior Cone. Columns Engineer: PAF Date: 11/.03/97 Code: ACI 318-89 nits: in-lb · Time: 11:34:28 ' ' X-axis slenderness is not considered. PCACOL V2.30 ,, '-, .... fs=O fs=0.5fy I 433 (i)V1 nx (ft-k) Material Properties: Ee = 3321: ksi eu = 0.003 in/in 'fc = 1.32 ksi Es' = 29000 ksi Betal :::; 0. 85 stress Profile: Block phi(c) = 0.70, phi(b) = 0.90 -... -·· ...... ---:" -. . .. . ; . . . . -~: -~:"~---~-lj -... --NOWAK-MEULMESTER & ASSOCIATES .. -· --.. ··· --'' · 5830 Oberlin Drive, Suite 200 . . : .. -----. -~V• J' · STRUCTURALENGINEERS ·· ··· -· -· : · · ·· =· -~----~--. -~-~-: _ _ _ ~an Diego, California 92121_ -:: .. . .... _ (619) 455,~681 ~• ~~-~~~-~~---~--D~~E i~ie-~'1 ~-ROJE~T · ·c._JZ~~~i..~-6.-4'1,4_E,- . . ·-. -- _ : .:: . .-::==~_f.A?(:J~1 .. 9J 45~~3~47_ -~~--~·:...::.::: ----~Heer-.~~-~ ··Mr:. --~F · · _._. ---.--.-:~~ > • > • ---H • 0 • ----• -0 ~ •-• o ••• 0 ·--"' 0 •• •• --• • 0 ·->oo ,-0 --- • T'-/ p I~ ~~,=~-~ 81-DG, ~-_ ;t eL-o~. _ -:3.'_ _ __ .At-L.. 'c.)01-s. "'Sf~q.-,,,_, i.JG:f e. \G::> ,1 c::::,,.c.. . . . ~ I , .- V,.J -\,S'3 ( -Z.Lo + io + 'So J ·= \~e, 'pt+; \.) $" "i'lZ,.\)';> . .) " l'$j'" I Sf'A-f-J :, z.':... o ~, · :\e' _;~ i1 . r? !-11 _.,...o-o z.4' ~o'l V5'-o~ ·301-011 ~'f'~, ~M '$ ~ SL-D4' A -; ~'1 r ; I 4 11 i ~ i -=!> ,s, c.. · 1 ! I t.\\l T.) \ &'5 C.. l \o \\ "\..) \ ,;;.·c_.-.. . I ~11 1"j \ -SSC.. . '2-0'' -r~ \ '!.":I~ ·zo11 -rjt~~-c.. - :,eo11 i'~I S#SC. A1--r; w . v)."--:: (2-1/z.J ( 7-1.., + '7-0) + ~.:, w~ ~ {'Zl/~) ( ~'> == sz.~ 'f \.f-. -= '5'2..~y '. f , o4s ff Pt.+ ~e1-s,r--;.1-C,,. · t~.:::: '2--Z-~ ! .. -fr JOB NO •. -· . '2 2-,, 1".) \ is~ c.. ,z.~~\ .~ \.- 1,.. I .. ·- ,·~• .. A . ,.....,, - 1 ------.---. -· ·-. .. . .. __ -_ te-~-~ .. _. -~~ -~ .. · .. ~ ----e~~~~-~~~~ --~:~_:.:: ~-§.~~~~~ .. '.~~::.~~-~::Y .. '..'~<-.... -: -:~ ~---.... :>:_-.. :: ~~~;- ~ . -:~ . ·.:~: :--~-:~-...... ---. --------. .... -·----.... :·: ~--~ -~=-:-~ :.~-=::~--. -~: =~~: : :~~~: ~:~:~.~ o ~~--: w ~~ -lZ ~ u.:~:-:.-=-=~:~::_ ~ :=.~-=~: ~::: :~--~-~:~:::=--:-+----. ----·-.. " ...... .... . . . --. . --,--.. -~ . --. -----~ ___ .. , --· ---------~--··· ,~ .. -.,. ...... -----·-·-··-·-.. ··---·· .. -· . • ·1·· -~ ~ NOWAK-MEULMPSTER & ASSOCIATES -·-~·· ~r~,. STRUCTURAi.ENGINEERS · · . _.. : --~ · · · 5830 Oberlin Drive, Suite 200 : .. ·....... • . . .. · _· ~an Diego, C~lifornia 921~1. (619)_.45~·668L. : ....... :·=:.:JAx.: (619) 453-3947 JOB NO. . . ···-I-======================::::::::====:::;===::::::::::=========-=-=.:...:.:.::.:..=========== J ... · 1~ _. .. , .......... _. w ~ $[*11 :: Z":> 1-01' 1-1 ~ 4 0 I l; 1~ .. ?i-: 12-=-le, I '5 k. -• --·. • • T - . -.. WD+t. -:::. (10.~')(-z.t,t~o 4-So)·· O O O O o O O No--~ o • f=: = (.p~o-o 1b·; 'P-z. ~ ..::\ \ ~ \ b, . 't<.:\-::. '2-0 ~1 :lJ. l~, l<--z. ::. -Z.J 1.1,,.., ,~. vJ \ ~ =oo. . ·-··-···. z -~ <. ,z~., ~~--.Q&.·. ~ ~· 1/s,~. -er""-, Wi:,+1..--'i$lVJ+io+;o) + 4o -:::: 'SWyL.f.: -,'t W \4 .,t.Z2.. fi, :-: \v,~-~~ ·~ t"-;:. .z..w ~ A, :: • e, ~,., ~ L-/'?,-7'1 ~ . .. . use .. w 1-"1x:2-z .. · --·-...... ·---• .. ,.._ .... _ ....... ·-· --~-. ···-· ----. -· -· ;--· -... --.. .. · -~~1:----~--~~~--~--~--~-ik~~~&ASSOCTA:~ · · _., 5830-0berlin Drive, Suite 200 •• :·_ 0 ___ .:: •• ~, ••• :::·--~~~-~p_iego~Calif~rnia9_2121 ··~ _-:__ -~(619t'.'1-55-6681 __ .·.::~-_FAX:_(619)453-3947: ~-.:_--..::_ 'SfA-14 -=-. ~o, H =-\v . · \L.ti, -. ··- ~-(2; t...11.Je-F !2 71 I I . ·' {21c '?I,\~ tzz.:= I Bk- Z,&A-t-1 e L.i,.J,e: F, s ~A-,J = -4'5 '-04-( ·M = 4'51-4. k.-~ - {<.e. -4o-;. 5 v_ --rF-.'f . WI e;~.tGO I~ ' ' Ti., e Z'Z,? ~; t' :::-;,4 lt,--..1 A:: I. ff> h"I l./'Jv ~ '01'-- Ut?$ W16'i£.S~ JOB NO. Wo.fri..~ Z\(~~+-7-o+. (S'o))rlco~ \'2::>:e:>.,(t.C. t~'-f ,VJ 3D'/.,'9D · -f,o·-==-· -irz·,-;·;~~-·· ~ .-1,.c= ,z,.-, l~.--~:. -·: -.: . - . A..-·~ . t ·; ~ e, ·,;, .. -:· ~ L./~Af .... ~1 ...... . . -... -- : -----' •. -. -. ··-· -· . . . . . . . --· ... ~----~-: __ :· ... :.:.~::.: .. _·.~:-_ .. _ IJ6G ... · W~D-'j,..~ D-.:: ~:_ · .:.. .. _· __ ...... -. .. ·=:~·=·-~ ~ .. : . ::..:.:.::.:.-: .. ---------------··--·,. -· -_ ----·· ··-· ~--~·--···--·----···----.. --. -· ··-.... -· • __ -·--·--h -·-·-· •• -_ .. ____ ._: . . ' O O •• ___ .,,,, .. -,~---·--OH,,._.·----·H---···---·--------H•o--.-•••••-•••-·-'••----· ---,_ O -••••---' O ........ ,-.. _.J _ ... ~-. ---· --·--.......... --- ' . -,. -. _ .. _. ___ --··-··--; ----. . -~ .. .. · .:·:1:·~-~-· YI·· .... · NOWAK-MEULMESTER&ASSOCIATES. ·-· -·---V. , --· --··· STRUCTURAL ENGINEERS · · . . · --· ··-· · _J,.\~ .i..V· ..... ·· 5830 Oberlin Drive, Suite 200 · ·· · · · ~\ ~\ · ··· San Diego, California 92121 · · • (619) 455-6681 · ----····· ······-,:--·--. -.. ~ ·-. . . . . ,-. -:· ···,,·-::--. ··.· . ·. ...... __ FAX: _(619) 453-3947 ~----l~~.-·-:1~--~ t<-e "Sff.~ -=. ~ '-t, .. • 11 ·0 . .. --k' ;i. 1 l ~ R,. ·R1 11' I. '1 '!' ._r '. ·-·~ tJ . \ '5 .. . .. . . . . SHEET NO. ~.I\--OF __ .--_· ·····- . -·· -.. --· .. .. .. . . . ·····-... ·-·-· -. . .. --. . . JOB NO.-· . . . . . W~,..~= -z. .. ~(t~~-~ +.·.,,~;,;)+~D ::=. \'7"4j fl/-, ~-vJ.z.4 ~-~.S. Ii --· zo·,t,.;, k,_ .. ,~ / I' .. -;; . '.Z. d~i \tr-;-~. . • k' -.. -.. A -.,: • 81 -.~.-'-/44 .. ~14: . -j . I l • .;; (1,-0 ·+ .f-~D) 4-4o :;:. : J(.,f!:> fl f -Pi*f-==-'2. o o~o \t.,, M == bJ 4_'$0 t!.:, A,-, , l<;-1:: I·~:, (_O t~ : ;'j<.'2--:: ~<d1D .1~, ... . .:~ ---~~~-::·~-~~--.Wt~·',(,,. L .. ···;~-~ .. i~~1~·: · --:~--:':~.:·: ··---....... ~ . . ..... : ·.·::·.=~-: fj. ~t-:: _~ -~:--·· ~ -_ ·. -: ~ _=:~ f ~3~-~~1~~~~~~i~±:=-~-:~~-=~~~~t~:L~l~~ ~ ~ -=--: -:+=:~ ----~-. ---·--·· .......... -·. -. --. . :.~:-~· '7 -.· . NOWAK-MEUL'MFSTER. & ASSOCIATF.S . · . .. . ---... · r-, -· ·· · STR.UCTURAi ENGINEERS · · · · · --· ·-· --·· J..\~. ~~\, ···--· 6830 Oberlin Drive, Suite 200 ··· · ·· ·· · ·· · · · --4'\. ~ -· San Diego, California 92121 · · (619) 466-6681 ·· --••--•*·---;-••.,. -· .-·-•--•• ••• • • •• •-•••• m•:-•••,:"""" • ,_ •. .. : _-FAX: (619)_453-3947 ... : .:=:- ~-• ~:~~~y·M=-=~~~A~~-:.i-q1111· .. : -------~ROJ~C;.· .... 4/U-k'..·4,-,·4-e: -~HE~ Np. ~'$ _OF __ ·--_-··--- JOB NO. ' --··-. . . . -.... -. ---. .... . .. ------. -. . --. --. -. . . .. .. - • CSff.rt-l ::: ~ o 1 -D~1 H --\ 'S'lt' IJ. .. t: i<--= zo. e, ll- -···--::--·--·-:-··, ... -··· .. -........ . .. _ --,,_:______ --· .. --. . . . . . . Wp+-1--= • -\ k.lt .-:p-:::. \~.e, ~ -r~ ~ 14-1-z,~ tb::. tiz,11~~ ~~ . f• --~.e, t'-~ eb.. A= .!.e'1 ,.., ':l::. 1../~~t ~ = 'Z.:'21 9 ~"j f q1.!.. f, '2 I f;'7 k.."[, •, tl .. ,---. -.. ···-· --............. , ... ________ ,. ., ., ...... ----·····, ----,--. . . -. . ... ----. -..... ------. ··---... ---· ----· . ··-----.. ·-..... -·--··---- ,• •--···· -·-·-· .. .. -· -· ' ------,--••,------· ··-·i . --· -_., ______ _ ... -~.:-.. ~-~---:_ : __ -t . ----------··- ---· -... --••. I --. .:..: __ --. --NOW AK:MEULMESTER & ASSOCIATES . ! · -·--·f----:--·--·----; ··:···--·· ---· ··· ---··-----STRUCTURAi.,; AND CIVIL ENGINEERs---,---···-i .. ·· -· --·· ---· ·"' -··--·-· · · -· · ·· -· ·-· .. , _ .... ______ . -· ·. ,_ .... --· -... _,. ___ ···----· . -, .. ., -~ -. -·-... -. -~ -. --.. , ..... -· -·---· ____ , .. ,_. -;------. ------··-·--------------· -----.. -- BY~DATE 10/'tj-PROJECT--/lo_~ .. {....L-r •. 4"1 '-4~-------~------,~.---· ---·· ___ :_~------·---SHEETNO.M2_oF __ ·-····..., ·········------·J _ <. ; ____________ , ____ -·-····. -·-··-· :--·--·--·-·· .. -·----:-----"""7-:·. · ·----'.-·--····-,JOB No:···-··--··-·············-; .... ----·-,-1---------------------------------------------------- ••• .... ~fl. •;---~e"~6. .. ~--'ol-t,G(S·,;, ..... ---____ . -. -_ _---· _____ -__ .. : .... 7 .. ___ :_;~ __ '._~-----~. --·--·-----•• •• -···. _.;_-----••• •• ··-· •• •• -· • . . . -·------·--· --- w-..:::+··,c• --·· . \ I lf2. /· '7 ,-J,;-,.,. ~4-·1.:1 1'71>" •,_-f ,;o-··::::··• \v.A • r/ ·••• . V ,_ . "ii'I,.-~t, _• .kV •· ,t:;,>l;, _-";J .. ,t. . .. . • . 1 f ............ . ---·---· --··--------------·-··---· -··-·--··--------........ -·i"f··-. -. --. ---.. ---- . -. . . ---. ·---·-----------· "(;J,-·----. -* . . ;i, . . . . -. ~==:::;::=====~ ... ·---·--········-···-··--·--- S!,::i: . --~--I !-JC:--~ 0 A ~-... r3, *"4.,. i.:;. •. 1,.ol ___ ?' ···-····--,? ,. rr;:> ""'f*N·. -·-·\· dL"0· "·--.. .-. -V .-_,, _._ _____ -___ .. -. \v .~ \'- --··· Tfi."f ·W \.t.,'tz.t;···· ·-·· ·-·-.-~:.·~-~-~------· A J.b-:. 'Z''Z,', ~~t ~-I . ·-.... --··-· ..... --. ... -·· --··---. (, ::. ... A I\_ \t..~L . .!!=.--------·--· __________ · ----·-·------··--·· A.=-.. +,~fl. ~ !../141 ~. , · I ' ~ ,::--.... /" ~ ( I .: · -,.. I -· .• --. w' I,'',;., .• _:,,I >.&>V...~ 1'-pL, :::.· : \ ~ k:"'. --~ ----, , -· . : . . ' ~----,?e,·;~-.-. +-\'40-\#~ ------z,t>-·~'-~---· . I ~· ~--_ ,~f ~ 24.~ ~l-:: ~-,~-J1 w 1<::~ ~:~~ -_f4.·. · __ : L ':~ -:~:) ~:~,.: · __ : ~-~ J _ ---. ·. --:. I- • · ---·· · • 1 /'I ... ?·,4 le..~ c,-t_ _ A ~ ..• '5"? \,., ·-:::.. ,_167~ ~f.. . . .. v .fis:-.. £J) ·z.4 ¼ L:,5 ·-···-------·------__ ..,. ____ _ ' -··--:· ,-.--..... -• ·i4··. -• -__ ,._ ---· -·-----· . 1---. . ·!' ·-· ·;-·-·--· ·------r·-••••---·•-••--·-,--· I I .. ····-····-··---:--......... _ .. ·-···;· -.. -----.---------1-·· -·-·--------. --•. ; ··-·-·-.. -·-·· -···-·· ... ---·-·-·-·-~ .:, __ : . .: _____ .., ------... ,. .... •... ~~· ... ----· • . . --NOWAK:MEutMESTER·&-ASSOCIA TES.. . ··' -·-·----·· ··-·-······· --·-. ----··----· ; .• -... STRUCTURAL-AND CIVIL ENGINEERS ·--·-;-· .. ~ -----{ ·-. .,.... -:··--··--,-·-:· ·----·· · -.. ·--------··--------.... . --·--· --·----:-----·-·-,. . -----···--. -· .. ' ,-. ·---------=···-··· ·---· --------.-------·---.·-·-· --- . BYr°'r'tf;. DATE I ~J.t"1 PROJECT .. W.,. l,..dT';'. · 47 fl 4 e, ·-. · .. ·· . ·· · --·-·---·· ~-~---------.. SHEET ~O~OF.::...;:_: ... l . . -.. ----.... __ __:_~ · · ·----· -·· ___ : _________ . --~----~.._ ___ ---·· -,. _____ ···------· --·------···--.· ·--· --· · __ .. __ :--~---·-: ____ __: JOB NO. ---·--------·-·--· ~- ' ------------------·. ---·-----·--·· ·--·· --~-· ·-·-··-·· --·-------.... '··----· ·------------·-·-----· -.. -----------·-•••: _____ :-', ·. ·0-.----------------·•H-•••• -• ----· -----·····-··-· ·-:--•, ~-----~--•-••·-·--·--·-• • -oO ~--•• _!_ _________ --- ----·------··--. ·-------_____ . _ _, ___ .,..,_, _,..,______ -..... ,. ·----------------·------·------·· .. --···--·-·--... · ·--· ·-· ····---·-·-· --v.e~· --,·,,·1-a. ····Ao--------·-·--!·--·--·~· ·· ... -· · ··· ... -· --·-----·-----• • --·-· ...... ---··-......... a • • • • .. • ..,.._, ••• v.., ~ ~'.'"t ·--·-··-••• ____ : __ . __ ........................... . ·---·---·-·-·. --· ·-· -----·-·-·--·· ----·---·-· ----·-........... -··-··------------·-·~--'---·-------·------·----··--·-·· ..... . . ~ i::-.-.A· t:J··· (., I i.J. I": ---'r:::.---. A-r::..------r:2.· --.I,-. ... . t'!" • .., -·· • -·· ..... ··---· ---· -... ----.... ". . .. . . . . .... D-..1 . ..:1._1<;;,._ .... -'-'--· ?.. .. .,______ ,: J .. 'J""P.._1-v1 ~. q . o,,:, ... -r.;,_ Q,1 f·'·---·----------··---_____ ---· ________ . ··-~-~· •. 1 ·-. z.~ I-0 14 ... ·--l,,J' . . .. 17 C . ·. . o..c~ \.)· ,l,;;: ~----...... \C:: 11 -~J~---~ .·.~--c=·1 _·~----·-~-~ ~ ··-·: ... --!?t.~·---=--· · ... ~ t 'W r. • ~ "~)_·~= ·--::.:-~~-~. : .. ~.Jl'Z r-r 1..,,/:. -lisct· lt. .. f · , ...... \ -.. -· .. 1----· o-=-Zl,1 1£.. f"-'-_ ·-----·-· -. . -· ·- ··-.. ·_ '1.'C'----....;.a---_.., ___ . __ S,.;:,r ·--- . . . ...... I .... ··-. i" ,r,.. ... ·-.. . ,I). c,e:. lv,i$ .. . -~ 0 --~ , .... ·-···----· _,. ____ --Z'S~cr'!., ... -:=.--:-..=. .. (.)~ .. --··. /.1i"1fv···A.A,-··---·--·· · v-.:-· ""'""' "'-' . ~ -,.7 .. ·-·-" ....... _ .Wt,L-.s 7 ( -io+z·~).. +..~o ~-~~:~:?~;lf~·~: .... ~. ~--- .. -· · Wr,;t.. '.?. . 1 l,. e')l ~o) _-:::--Z 'BOf !-{_-_·~ . .. .. : .. • -f ••• ' I • -. ···-------. -. ---.. -.-.. _-__ ,..,_.; -.. -: :-.. -... -.. -.. -, NOWAK-MEULMESTElCi""Xss·ociAtES·-. -: .-.... -.. -. --- -... : -~ . --~---:·-·---·,-·c-l-:--.. ·:· -·-··-·----· }---:· ...... STRUCTURAL AND CIVIL ENGIN_EERS_. ... _ .. _ · -: ··--. ! --··· ___ -·-·· ·. · ·--· . ·. · ....... ---------~-- __ , ~----,.-, --· ··--------... ,-.. --------------·-"···:·-·... . ····-·-·····--·--·-~-----····-·------·-----.... --· ..... . -. BY-™.D>.TE !Ot#? PROJECT-..... _ 4:k .... k;,f 4, fl'. 4 5, · .. . · _ .. -: -· ,_.:... : _______ _: ---SHEET NO.~Of_-_._ · .. ~ ......... ··------.. ·-·.----·-. ,._ .-f-·. --··----··-·-·--,-..... ·· ··· .......................... ·-:-···----····----·-,-... J---·-----·--10BNO.···· --------· ••-•--•-••• un -• o• o•• • o . ·-. -_____ ;~ _}_ -· ·---" ... -·-·-··-... ·-·--· .. u-ss-··_ w 24 ~(;;;et ..... -. ···--· . ----···· -· _· __ -~f-~~-:±~ii~'?~:~~~;_:::::~-~-~;:_~ : 1-pl ~P_+~·-:+-:~~ic~-~i::f:-~~p:~:_~:-~jL,o ftf -· ~~F ~~~ _s~~-;Jf:f-i~~ · -· =--·-1iJ-vJ 2-4-~---iz.: .-·:: -_-.:-j":~ ~ : ·; ~ ~ ~ ~~ \. ~ ~ --------- g~ .·:~:.f.~i -~_._,.~--~~:--· -·· --·.. I . ·_ . ·-:·_· . --~ --~ · f,~:;~-;-~~-i~~ ~-:-.~~-~~ ... -.. ·-···: ·-~---__ ·_ : .. . . t::. ~ \:~;~i!1 .. <==i .. '-/1;11 ~ • ·-.'.. . . I) $IS /.I) '24. ¼-:'/~ ... . . 1),5(9" vJ 14 ')l. 2..'2-. · -· ·-: -·· i' ·· ·-···--·-··,--.., ' -r-·· -------· --1· -----~-~~--~~~-:-J.~~-~:-~· __ ::_:~~~:r~. ::~·.:_.:---.. _:+--.-. -----l. .. , _ .. ···:--:----·-r-------·-_ .. _ .. : . . -NOWAK-MEULMESTER& ASSOCIATES --i . : '· ···1-· · ; . [ . · -··-·;--···-·-· STRUCTURALANDCMLENGINEERs-------· ···--; -···· ·-"-··--·-··-· --·····-· :·-"! --• -:---r--·--·:-------· --------------..... ,.., ---..... '--.--...• ··----.---------.----,-·--··-------· ----;---. --·-··"··· ·-----1----------------------------------------------------- • ' f ' ~ • ' , : • . • -•• • -• ••-•••••--·, •---·-•-•---•·• ---·-; •:•--' ---·· ,-•••••--·-I ·----.------,---·---. ------· ----·------·--.... .--,..__ . ' . ------·· --------·-· -------------- 12.0-· ~:-~--.· 1-· t\-1. -t:::r . vi:..~.=\. ~--··-·~ . e... - -', --------~ -··---4' ·---· ··----. B~--~-__ ~ti.!~-:· 1?· 5 S .•. I ---· :r. D t --, .. ;.I f j'-:'l'I .:.~---·~: _7 -~--~--·· r tv{ :;:: . 2, j ,Z. • ?.,) l.1.,.,'tT, ~ -.. ,Z.~_-, ?Li~ --· .. --, -~ .. ' ,.., 1 . r.: C. I. ( l...u ..... ',.. ...,.,,. .. J~ -.:-i~ ,-'$ -~~'i·· e"~ l'., . -~-··-··--.. ···-··-· ··-· -.... J v :-;. '7;. !~ ... '; :,-!t.. I· ···-----····-----·· -. ·-· .. ·---· ....... -· • I / A ~ , e,e,_ ·!.,:, :Jc.. .. '-'{ tt 04 oJh . . --·-· ··-----·· .... -. I) $~:: ~:. W _ 'z. _tt. X. iS 5 · · · --·· .. ·-···---------------------------·····--· ------... ----.. - .... ·····----·-····--. W . .. ·--. \ 'Z. (· ' 'Z.,(, 1 '? 0 "-' ... c=: . . . . \ 'Z. t -···------Wi.---'··--·---·-w2,....: ; . . \· i:,.;.~-~ _.: ..... __ · io-r.. . T .. ·-/~-"'-()···-=. . O'Z, el ... -· -.. . ~--W,---·a·-'------. .. . ---,--,-~~ ,_ --T .... : .. . w·--:.;· Z.Z (,., () ~--~f~;::,~:~·~;;=~~ :~1.11 -i?,·-,11·· . -. -,-----.c-..,.1--tl+1...----·-·-··· _(,,_ -·-··-:·-...,.-=-=-----=p-~--~ __ ....,_ ___ __ -:~--~~:-~~:-~:-,N-~·T~ i~~-:~,~-----1:1r-.-~----···------~-... ·---~. -····--·-k_. ... ·-_--··--. _--·· .-/-.. _-_.: ....... · ....... /-_ . .'.' _ :. ~-:·-· ;.~ ······--··--···--· -!~----~--{ S--·--I~ . .. . . . -· -·· . 1'7· .... 2. t,, 4 . . ·---·-·-1---·--·-• -······--· . • ·,j-·• ' , ... .> r--,, ' ! . ! . 'i . . : . : ·~-.......e-.:.-e..l~-1·--• --·-·---··--··---' . . : fv-::. 7 1'."S\ ~ . j).5E' w· Z-l~~D A-=-• ~~ ,-" .:::Jc. '--/1,sr. ~- •• I • : .... '. .... ·:· ·:--"''. -i---:··· .. - ! • .... . ·--·-.,. ·-·. ~ t-·-.• ----. -NOWAK-MEULMESTER&ASSOCIATES ... i.: . . ···-·· ! -.. ·:-·:-~-:--:-7 7 --·· . -'-·--·· . ---·1·-···--. STRUCTURAL AND CIVIL ENGINEERS ---·--... ·--' ; ·· .... ;··--· --·· · · . -; -. . . --, .. --+-----·. --------· ... -____ ... -· •·. ----·-.. --· ..••.. ·--····--·-· .. ..,. ---.------r· ---·--.---··· ·-. ! -- sv.E'dft~ATE lc,/~,1. ~ROJECT U~-Lot:. 4:::Z ,f.4 e, .. ··-····-· --~--·· ···----··· · · .; --...... -·· SHEETNo.J::1-aoF_-_ .. .-· . : __ ·:~=-: .. ~~~ -.=::··:~:-· ----~-------------------·~-----____ . ----------·· ·_ .. -~ ... ··-· ... ·--·-·---~ ·r-~ ~--·-·-o·~·-; ·-----:-~------: .... ----: ~ ... -: ;· -;---. -. ----·· ·-. ---,.----..,..,..--'--------------------''------------,.~-----'OB NO:"' ··-· ·-· · ···.·· ·---·--···-·· 1---------~-------------------------..... -----;.._------------ ----·-··-··-· .. · ··---·· -------·---·---·-----·-·-·---. --·; ··;· --------.--·-·---. -.... -_______ ,. --------------··.·------------------·· . . -.. __ ,. ________ -·-------:------··-·---. ,., ··--i. .. L··z:o-l-v.,.,,J.: ~"eb.,-,···"1 -·-.. \..,.·-·:~.·-tr:~ .. w~~-~··-·-· 0 ·-.... -· .. , .. ti>\.~~ I ;,.t.:.O .. .=-.. _; .,,.,.Q_ f. r--:-·-····- -. --------------· ---··--:--;-------····--·----··-·--------···-··--........ [:... ···--······-·-···--·····----···· ····-····---·-··-······ ·--·' 1.2,~ .. --~~~?._ ~-····-····---······· ·········---···-·· ....... ;.~1 .. , ··--,-·-·l,---······-·· .. ,~ r'.:>··-::. \1.,,eL . .. . . -. ,; \-O--·-···-.. ·-. -i''L .. . . . . ..:.:~--~·-···:-~=--,;== ~~6 ~=6~~~. -·ri~-· -· t:1.i ___ f-;>Q ~· \~~~&:··~· -_.:: ;~=--=~=-~:·.·:~.:_. __ --···--·-· _ -··---·-··. it,·:.·~--.·= .--· .. ·. . ·-····-· ...... ···· . .-.:~·~-~····::-----·--:.-.--:.~~=:---==·~:.·:·--= .. ·.· ...... ~·.::··:· ~~ . ---. ·-.--·-·---------·--·-----·--·-------: . .. --· .. ····-· ·--··· .... -· ·-· ----·----..... =:~~~~!~;:~~~-:-:~~:t_:~~:~~~~~~;7~:~l~~;~~ ~-~ -~::~=-.:~ • ~~=t-~·-~tJJ~-:-"L?· 5 --··---,---------.a--:-:· ...... -:--' . . ------·--.··-· Sr_~:::::··:~~:~:.:-~.~ A,. ~·-·irz .... ~ "-~':i-· ~ I . -. J~ ···~ -~--~~~ ·· ;~ .. I· . ···-:--··-----·;-i ... -··---.......... -· ~ :°. I t:~. "_i_ lj -:le.-· .... l 't 01 C,~ u $i::._:0._i1fx_~·s.--~- . . . . · .. ---... ---·--.. W .. . . . . \ '7 (· ' '!.,~ ' ,:; 0 "· ..... i:: . . . \ "' l / . . ..... 1 _O+-f.-. ,:;. .... ·-·~-·.'2-P_'1-"--· . "t:' ..... J0~_.,.0. ... _-=: .. '"'O'Z. I' i ..... .. ........... ~c.Ji.-.-;------···· w?,.-·_.· .. . · ~--.-,-__ -_.·_:_ ·,~·-W,---·.r-r-.·;.=··-.. ~. W -·· : --1· Z.Z ("1".s.zµf·~~')-··+~·~::-;; ··~t•·-z.--,;-· :····:···- ·---t.::. ==.!====:::.Jl:dt===.J,--------,--i. .. b,+,"-'-~-~----.. Y.:v._,_ ··-. ' --. --...,._,_ f-\of.!.---·-··-· f : I ······~···iT~F cJ .. iz.1 ··,so·-· ···-..,. · "! r:: ':' .. ii ~·-'*-·--·-· -· -··-·--···,·····1·-..··-----··= · +··· ---·-·· ··· ··-·· · -= • r .. · .. :v. . · · : 1,1. •• ~ • • -· ---·· • --~--=~~:.·1 ·~---··--· -······ ·· ' (v-=-? "-';,\ c,1',. . _l).5e w z 1 "':::.-0 A-=-• ~~ ,:"-;::-,.,_/r,sr-.el'- -........ ,\ . -···----'--"----C:-.-.. --. -'-----J-. -_------NOWAK~MEULMESTER & ASSOCIATES ~. ~ ·: _: :_. ______ l • I • ! --·---~~---. -· -·-·;···· --·•· STRUCTURALANDCIVILENGJNEERS ·· ··--····;···--_______ ,.,.. ... __ ........... _ -···-· ....... -...... ----·-"1·-----··--_ ... ---.. ·--1--·-----· -----··-:' --• --~-- :---:.- .. BY.::E'#J?A TE IO . . PROJECT ---. -·----,---------·-----: -: --·-.. ---'---------,---.... -·-... -·----·--··---.·-. -.····-----·-·----·-· -·-·-------· · -·----------···SHEET ~O • -------.. --i --·:r-··-· ·------. , ···------·-····:· ---·-1--, ---·-,"-,-·-.-·· . -···-· ·--···-----..., ... -': _____ ,,._,_ __ ,._ --:---·---------·-JOB NO .. _-_-·_·_-·_··_-·_·_··_....., -------,._ ___________________________________________________________ _ ' ----' ~-:.-: 6teltM~~e.:.i;~_e.:.-:·E~~-:-·· ··· ___ ·_ --· ---·---·-----··--. -~-:-------:-----; .. ---~-=-:--~ ---. ! . ·--··-------------. -· - ' --·-----. ---------·-. . .. -- •-_____ 13eAt-!L.-~:~_-_L-_1~e-~ 5. ·.sf~--~ ??~-d .. ~-:::: ,Z.t,4 ~k f-2.=----~D, L ~ ---. : WorL.~-1,o( ipt~~ +::,7.5l~DJ}±-.-_7i .. ~. J.125 fr{. ; . ,. • -!--~ ~----- f I:?.~-io, tt, k..~'i ~ --·-··Jr.:=·.--. -:s-\,'$t.-~-----·· A . \ . \ ,: -.. ".'.t... l..,/-, P. ,. ~.r::. ... , ,., .,_ l .......... o -s_e . ---·-···----------------·-··------· --- ,'-·-···-· ' r i --=---;_ : _ _:_2-::----i--; ~-~-:. ;_ --~ .:_:._i----. ----T --.. ,._J, --. -------.... ·-. ~ .. ---------... -. - -i ---. : . -'--·--;---i-. . I ··-NOWAK:MEULMESTER& ASSOCiATES ' ----. ··--·· -·-.. -------~--=-:-·: --· __ .... ~:~-... ~-:---~-:-···· .:-··--,-. ______ ; ...... '" 1·-;_ ·····-_5!R_~q~~L AND_~~IL_¥~Gl~ERS--'· --~---------i"7"--_--~---· ----·-: _____ ···-· :: -~·_:.".~~-: ·~ :4l=~-BY~DATE \O. --'' ;_; .1 •••• • _____ ._ ~-._; -!----,-----· ... ____ ": .. --------1------------------------------------------------------------ •-~----- ' 1· --···-·; -}--. ------· ~ •. :-.! .. ,'... : ... ~~:~-~~-: . -~ ----. -~ . ' ' -------------~-t.JX -.·---·-·-.------------.·--: -.. --... - ! --------·--·---· ·------------------ --·----'-. ,. •• ·---~--H -----------· ~·.---·--·-· ----. : -.---'---·-·-··);_ ·-. ---······-· -·-·----..... ·-· . ._, .. -.. ---·------------, --·-. -·----·--· -· -·-· . ___ . -· ______ .i.. ·---·-------. .. ·-.. -·-. -· ---···--:·-···--- ' . . ------------- . --· _____ i _____ .................... ---.. - ··-----·-----. ··----------' ------...... - ' . . ' -·---------·-----------. _· __ ...... -j ---· ·--·-----·-·· -" n•••-••• •• • : ·~ ··--··. ' ... -.~--·--.·--~-.-••• .. ••~ • •• -----j-·-,--··.--·-•·---.-.. --r--' I----.-·-·'•·-••·-·--~·-•••• r-· • ;-~ --;-:~-:. ,--~=-=i= :/ =:':=~= -=: ~:r =:: : _-.r . : :H :--H :-1 ; : • : :_. : __ :--~~~ _n -?::: = ---~ 1-----'._ · 1 · -1 ~ --: ---=-:I : --~~:::,~~~~~k;;iJ~~F:~ :-~;~~ l : ' I • • , : !·-·-----·------.--· -··.----~--------,------,---,-------,,--------------------:_ _ ~-:~ ·_ -~~-~-~~--~-:_ -.. -· ;kOj"~~ & ASSOCIATES .. _ _· . . __ . =.. -·--_., · ·· 5830 Oberlin Drive, Suite 200 · · ··· · · · -· --· · -_41111l: ... :· .. ~enDi_ego,California92121. · ___ _<.61~1_'.4~5:66~1. : ___ · .: _F~:(619)453~3947' ·:··:· .. · -·-.. --:--· . . .. -~• ~-;_~~-PA_ri. -.:·.: DATE, e, .. U,~'7 P~OJ~CT __ -""{!./U=------Lo-=---0..,;~----·-~ ..... ?---_'-------~----:-~'e,~---::-. _-·. ___ ._._.· -~~E~-~~-·.: ~-( JOB NO • OF ... --. ··-- • ~- .. -a~:A tf s· · · our of 'P°'-A-N~ ~ vJ.1 i-\c:i : ~~ C ~ 6J_ "f lw 13A$•~ W1~0 -$.ft=TC 10MfH ·_ .. __ ~f°c6Ui:?E' c.. . \,Z.·.t.:,"f~- ~ --\. '2.':. /\ . l '-4---\,'Z. (2. v.JA1_l_ . ' I? €. -PA:iU-r{zr" ?= \,1.i:;(1,1.J(l10)ll'Z,( .. :, =-\5,q r4f (E.." wAU-. 'P--l.1~ c \,::,')( l,o)l!i.~) -== '2 0, ~ f~.e e2 'PA-12-Hrr" .. 'S~ISr--11 ~ ~ t=-;,. ~ Z If l r Wf -Z.=,L: \f-= l,O ' · ~,,._,-r'I M A--r-:e;. A-r-~ . 5 1 t -r:; 1 C.! L. • • • Wp-= &,,11,JC I-So') :: "'TRI 1~. F?. ocp !-~~ ~ 7$ ~P. tD F~-1 1.~~ C&Mpc-1..jC:t-lr~ 'Z.DNC 4 Cp = ."76 e.. WA.-'...J.. '2, o ~ pA~A-t?r/r ~.8--w/ -::,~.·· ~-;c,.!.L I '-Z) rs+ ~r· Wo1..== rz.ro(.1-z; -=-~?;t., pi.f'! !,,)!,.L. ---rz&Cti...J-=:: ~~e, f\t LQ...m ,c.,::,-r.:) . -;,,.., .,.-,,, Wi:,c. = 'lL.l'Z-) -z4· rrf - Wi..t.. = 1,.(.1C) = 'c, '2-f \ I' . ' ~-·-· ... -·· . ... . --·-•j- ~ ------... . __. .... ,-.. ···-· ------··---------·---.. ·-·---· ....... -... ·----···· _____ .. · '.~ . -. . . .... ---... -· . . ---· . . .. ·-. . . . ... .. -.. --... -.... ~ . --··-·,_, -: ! ,-1 • • --•-•• -•••• -•' • •• -• -• • • • • • • • • • -• ,. • • • • • ._ -----I ._.,. ••• . -···- . .. r-~ -··. -STRUCTURAL ENGINEERS -. --·· · •• ·-----..-1 ___ 1 --·-7_:--~~ 't7-: _ ... _· NOW~:MEUI..MFSTER&ASSOCIA'I'ES. . . . · J.\ -~l\ ... · 5830 Oberlin Drive, Suite 200 · . . .. -· ---. . "'-\ ~ · · San Diego, California 92121 -· · · -· (619) 455-6681 --. --·--··, ----------·------... ----._, -----. -. .. -. _ ... ··. · :· F.AX.: (619) 453-39:47 · ~ _· ay :PAf ... --~A,:e· 6-Vb-41~ROJ~CT -~rz.i-~~~ ·· 41445 SHEET NO. IJJ'L. -· · · OF ---JOBNo:···· ......... ---· -· ------- .. WAU. AtJCH-oiz-riC.;c: FoiZC.£6:.: '·OAU.. L.11.J~, / . . ~.:: ~.!J, I --. ---.. · 12~ -:-; . '1 cei p\ { .. ·-12 ,-== ~ c,'j cs p{ .f" .. ""-'AU. LJ iJG" 14. 4"' '5 n, = . "f-.D .i · 12~-= 73,s·p1 r /< I -::. 'o l.t:"5 .. pl f . ~JA-u .. · t-1.ue· · A--~ j · ·· · vh =-2. 1-0" . 1<' '%,. = ~ ::,L:, f t -~ R., -= 4-t~ r71f. -:.J.1't,.\~A ~,.i\_....._ti-:;-t,.. __,. "C':"JL.r.r..,.,,....! I ::1 __.jlJ ~· •. ~-:-._-::-,._~ !....,',f~_.!_:=-__ L : 1 V ,:..,.. • 1..-l"'/""\7""4i;;.. rr-·--·. ~---~ __ ,---.;.;, -ri. LJAU.. t::E"s 1G-r-.l. 'FER-Arr~-:o . ~f'..)TE:tZ. A-NA-1.>f~/'$ '?,f'-'<'$EO ~r--1 0BC-~'-NOE"r-v...l~ -;;,r, "'~ r;::,,-.1 •"/'Z..F -I t"'<\..1-<.::.....,__, --~ · u~ ;!:-5@. 1 \ \\ (_,/) OfZ. ~~ e. Ii:&" LV) . ----·- ---------·----· --· ·-·--· -····· ·-·· .... ·······---·--·-----... -. -.. ______ :,~ . . ___ .,.. . . . . :~-~ _:_· --~~--.: ~--~.::.~=---. :-=~-=-=-... -.:. ~-~ -~ _··:~:--~--~: ~~·~ -~--~-. ;_ :_ :~-:--.-~. :_ :~-~ -~~ :· ::· : .: _--:-~-~:=.:.~. ··-·-··-· ......... ___ ; ---·· ..... --.... -·-. ·-·-· ... -·-=--···---.. -.· ·---... -=--~ . ...:....~.__:_ . -. -··-·: : ,... ... -: • • ~--·- --~-~ •1 . ---'. ~T'/~ J· . ··-_,., ~ -~ .. . ....... --··---_,. --.. : NOWAK-MEULMESTER & ASSOCIA'l'FS. STRUCTURAL ENGINEERS · . 5830 Oberlin Drive, Suite 200 S~n Diego, Calif~~!l~~ _92J ~ (,:__::_--_ _ __ .... J~ ~ 9)_ 46~~6681 ... _ .:::. f~=-(61~} 463-.3947_ ..... ---- -' -:..:.. -(f' ·~ ~, . WALL. J::aSt~'tJ 'R=12. 81\ i'Ht<UL f*,JEL. A~ r~J. =-.-42,. SHEET NO. k) ~,-OF .. JOB NO. i,,z.. /fr V6e -1:i:-5 e .°I If {v'J .al, . #: t_,, tfE_ \'Z, 1I (_1./) ;~~~ e L-,iJ~ 4 ~ s w/ t..-)11-~t!'"__, 9'61-J\~~$. ~\ .. U~;" '?\-01,' ~'FF W1,o-,-,.\ w,:: -~ o ( '5; ::: \Soft/ W~--. "?O L,o') == ':3x::,etf t, ,-,....., I'-.c: t'-\ --? ,.-i;,-' ~ 12,. --'311 :S K ~ ·12:i.:s,1-lb--k-i w.(-=-'2"?o\k/k .. ! ~i - -;;;i f',rr;.. .- . . ()5<:J. 6:,~ IZ,f; -· . .. . . --... -• -.. -· . . . . --;· . . ·-· _.. - . .. ·--.. --. ~ ··-....... --·· ..... ·····---· -------.... --· ·----------'""·--. . . . . .:~ :-~--~--~--:.~~ -. ::.::~.--·.,-~-:-.... :· .. -~: ~--~·~::~·-·:·~-=-~~--~-~~ ~-:"·~:-· :.~ :·~ :·::~ : ___ -:: ::_ :· =~~ -~~=--~~ .:: =· .. : .~ .. .-: .. ~.~:·'.=~~: . ·-·····-··--·-----··-···----i; n 1 I • ••• ·:-.·.·. •':f.~·•, ,', _: ----• --•~ -·-• --• ---------•1 --••-·---~~=--l<~:._:~·._:-i_ ._· .: ·---~-=-~+-_·:-:·:--·::.:-~: --~+-=~~:·.::::_ ·---~---:.: ... ~ . ·-···· .. t.... ··-i ···-· ...... ' ' ' ' I I . -------i.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;:::::;:::::::::::;:::::::::::::::::;::::::::::::::::-__ --·-·· .----------·---- ---··------. _______ :_ ----·· ---.--... - .,!:.M.~. ~~TE 1_';(1.'t. ~~JE~ · ~::.--~~~~ ~-~~~ ~--~-~--~~~--~ ··:·==:~-~-~~-: ~----:. · .. : _ ~:-==r~~:~~~~~ S~.;~~.-~:~~~~~--' ·+·-·-· ·-1 • • • • , · -• -,oa No. · · ···- • ---r ' ..J. ---·· -· ·---~---t : ---:~~-----· ~ _-__________ . _· ·------:~~:---·-:·:·:~· ·_-_ -~ ·_· _· =-·_:_~--~ :~. ~:~=-. ·_· :=-~~: ··-t---~---.-·:. =-~:~ ;-=-·-=~~:~-==----=--·· > - ·::.~~:=~~~~~~o..\-=--~7-~~\-==~~\~\i-:.-~.·-~:--_~-~l~'=i-i·.::::_·:_··---~~-1---~..::~:.:~:.-:~~~:·::-:· _--· -----··· _ --.. • I . -~-···-: _____ ----------·--·····------------·-·-: __ -·-· --··-· ··-----.... --------.. i.' ---------··---------···-----·-·-----~--. ·. ··---·: -----: . -·---... -----~-----__ $~\'~'C'.'!'.:'I\ c.. ·-· . -:, ___________ -_-=._-_-__ -_-_ .. _-_:_:_··::.::::~-:_··:.=====---.:-_·_-_-_-_·---~---.-_-_:-_-_-_:_:.~_-_-~_-.:.,-_.c.._-_-_-_-_:_--_-_-_·_-_-·_-_-_--_-_··-_--~=--·-_· ·_· :.~.:. -----~~;=~~-~-::.:~-=~~~~~~~~i>--~-~z -~0~;0;z;;.~~--~ _ . _____ ;;_~~:--4·-~ -;.:;--==. L .. ~-ci;= .-h~----~-~--~--__ -:---___ ... ______ -________ ._- --------·-·--·· ·--~-----"--I-------------·-·----------------·---· ----·---------------·--I ------:--------------------• ·--------· =:·---it ... :.-~:-:·.~-~:.~-~_::·~-~~~-~i,1:5i:~~=~--:j=--~ ~"f-=::~':2~.Yfi~5)_·_k.~~}:':·· ·30·-p"-;s.¢· !:~-~--~~:~:_~----~~~--: ~:_:_:~------· ---- ·-·. -: ' .. -~-------,--·"-·---~------.,--------------· --------'------,--,----+--,---,------------!_________ --·-·· _: ___ .,·----·-----·--: .. · ! _______ _ ' .. -----·· -·---.... -----·-·-·---------~--........... -. ---· ------·---.-------+-------------··---------·-·-------· -·-·-·---· --------~----------:-------------'···-· ··-·-·---·----·-·-···-·-------· ·. '---------;-----,--- l • -----------------·-···-··---· ··--.. ·-··--·-----· ----------·--1 .-. ----.-·.---···----·-·----.... _______ ; ______ -------~-------------.. -_-___ -_-__ -_-_-__ -_-_-__ --..... ~=~~-=-==-~----~-~~-~~-~~------_-_-_-_-_-__ -__ -_~:-.:~=~-------_-_--.-. i -------·---__________ : .•. ; i --••••• • ··----•••-•U•-•• •-·--••, ••-·------••• --·• •• • • •• • ---. 7 " --. . --. . . . ·--.. -:~.-~ ---~--:_·:-.-.-.-.--.:.···-_·.--& c;;. v::-.::-. .-:··. -:~-----: .7=-·Cgc,. ·'fi--r.;;:r-.. · , -:.: -~ ·· :~ .· ~-~·:_·_-----------··::--~. ---------------____________ 0.:/ 5. ------,-----·· ____ /,OC4 _(I, z.). JZ., <, ___ .. . . ...... . . ··-Jc;,_-_r 6~--. _--... _. -~· ________ ·;zc5.-:.-=·::.-:-=~~:.-:-.:.:.·:. ·-. 1:{-;f" (1-2.)~·;2-:.~=--~~--------.... ·-=~it, I;----------·--·· -• , ..... -- ~ 5" . . ·-:-'---~---·: -·:·· 1; I 'L. (_f:2-) . it, C.. . ..... -···--J &~6:-~--------· . -~:~ _ _-_:_:__:::~.:. .. ..: ~~--=·: .. :.-::~ . .:~--·35~:.-.-:·:._..-.-_·:_: ___ ::· ___ :-i, 2'!;._, _(J ,'2}--_ 12. "-..... -_____ _. ~~---:--~~ .. !~-, (;;~~---::.:.:.~.-----~ -~-~ -~--~-:_ 1'c.f'\e.X~. · ,J'-.1/ Ro.I/ up ~r=· e:-· 1.·. MA<\ -Poor . --·-·----------------·-----·-···--·----------------· ·-. -·----.. . .. _,... _______ --. ---·--------------------·------···---------------- -·..;,,Pn '· .. .. , CJ -----·---· ··--+· . . -. - -.. 0. ... .. ,---- ' . .. . :·:. -_ \:i,[£ -.·-.---·----"'-·-··-------------- ---·--· ------·----·-----·----·-··----- ,_ -.. . --:--··-,--.. -----------·· ;----·--.-· . : --····--··· .. , --:----·+ ' ----------------- : I • . -~:-~--~-~: i$,s:-:~---·-:·--· _=_:·:-=~--:: :. . ?°_I~ 7 ~--~ . . -· -·---. ---·---· ·--4 ·--... -. .. -··: .. ----.-~--.. _9.'l. ............. ---· - ------1--··-·--·--···-·--·-·--------· --_____ ,. ____ ·-- --.. ---!--- ... -----~-----· 1---'---· -- -·· ·-·----:-~-·-------·----·-·: • -t--·------... -----! ------··-----·--·--'"l------·-· ·----···--~-----·-~--. ---- -.-.- • •.._ ; --._ ·---·-•· -· • -~-I ----· -... , ·------', '··:-1----- l' -·' • !-: ; ' • , I ~l ! ~ ' ' ; :, ; • ' -:;~~=~-=-. ----· .. '~I..-:~: ... :.:t:=.--:::-::..:_~·: .--,· ----:---.-~ • ! .. : . . . ·-··-·-··· -~-,-·\·4•--, ,-,-,--,·-,-··-'-' __ .!.....!-1-· , ' . ----· .~., :~ -;': ( :-1~;~_-;_:~-; ~ _· -~=-~;.; :· :fj·i_l. ~~-:-i-·-J:::' .. ... . ... ---,· -. . ---~--·. ------! -·-·-· ···---! J-:--,,_, ····4• :. '. 'I ! .. ·--"""i·-, .... :-1··'·5 _;__: _____ .. , . · __ \ .. : -;,_ \:. _. ; t: ._·_: ~-+-: : : ~ et_r~_ ;~:=.ij== __ ; .'.-:= .--~ j_~-----~-'.~·-·:-~_' - ' . ' -t----------. --!_. -----------·_, , __ ----• i • ' i ! •.. 1· . ·---·. -.-. --.-.-· !----·-------,.. ---·-· . ... --1---------.. : -.... ---'4--.1. -----------.. :-..:. ... · -4--.: . ··--· ---~ .... -. 1-; ... r-. ·-•. j ·-·· • I l ----• ----• ---• -:-.. ·• -----· -• -~-;-.,_~-- ; ! .. ;---~--... -'-·:·· :--·-:.._ -----~ ~ NOWAK-MEOLMESTER & ASSOCIATES-·-l ;-~ .. ------· ...... -.. ··: -.. ---~. _.. : : _.: . ~----__ ; ___ -1 ·-:· -;-·--:..... STRUCT(i~L AND-CiviLENG-IN 1 EERS: ·-· -·· . . ·---~· ·1-=--c----.------_ -·-------·---·-----·· . ·' -BY~DATE \O.lt-, PROJECT--Jl.b·.i'--1-I-~-A-i--d ~'E:>--------···----·--------+-·--------SHEETNO.~OF.:..::_:_ .~.·:. -·-·· ·· = ·--.,--·-·--•. :·~··:··---·----· · -······ i-··----_ · ------· --· -___ : --· ---···-: ···--·_-·~_-·_-. -. r···_ ---··--·;;;~~:·,_ -----~.~~: :=:- -···--:-~ __ .:_ _____ t-_-.-.. ---.,-.. ~,---_-__ -_-:::::::~-=---~----_-_-_-_-_-_-_-.:-.:--.-_-_-_-_-__ -_-_-_-._-__ -.------.. ---.. -.---.--.-.. -.. -.-.. --------.---.. -_-__ -_-_-_-_-_::_-_-_-.-.:.::::::::::::::·_-_-_--_-----.--.--.------_-_-__ -.. -.-... -.-.---.-.. -.-.· .. ·-_-_,. , ... ----;-'----------~--------· ··-· :--------------_.....;_ . . ! -------------·-------·-,i . _____ : ___________ : __ ·_,.: -------·-··--·--·--·---: ____ · --··----~--- ---, •• -·-•·••-•• -·--·--•• I • ... _. ·-...... ·~ •••••• ,·---·-----;---------------· .--· ··--•. --· •. •• ' • -a' -j ---~ ·-----· f ..... --~-~ ••• ···--------·-=---; -----------····--.· --~-, ··-·-_ • __ 1 • :.: .-----~ ~~ :.-:.-:.-.:. f ~-:::-EQj~V~--=~:·: B ~ 1 l A)-.~: =~-. ~. (&,~3 ·.--;.~:-~~ ~--:~:-:~.:~: .. ::·~~--:.~ :=-:.-=~:::-:~·:=:~::~:·==·:=:-;~-:-·.:. -:--::. =:. · --.. -.. '. . ; . ~7.52. · __ :__· --.=.:......:._._ .--·---. . ; _.:·--.--~-.~.·:_--_-_-,_~---.. -. ·.:-..... ·.·:·_·! ---.,. , .. -----------·-·------. ---*"· ······---~----------· ---···--·-:-·--·-·--------· -----··-----------------·--------------·-. --· ------~ _,.. ___ . - . -=~-.-...:~-=--. "'52-E.-~u,v. ... -=L-8 (4 G:,O ~------=-.. A7, ~:?-.::-.:1>_~~-· .. : .. .-:..-::.-:.::..-:.-_;_:_:-J_:::--···--·---~---~--.:. ~:·.:: ~~.~-~.---~~:: _ ... · ··· ----·:--·· ' .. ~-=----=. ·: .. ·-:~_:: ~ 7, 8 1-·:.-:· -~ -···-· -----------. ------·--. ' ..... --------~: ·:--:: :_ ----------!-~' ---_-_-_-_-_-__ -_-_-__ -_·-_-_ .-... -.-_.---·---·---------·-------~--=----'------------------·---·------·-- ···- • ' l --~ .. ··-----·---------;-~ •-.,. I·-;-----~--:- .,:_ --__ _;_ -------·-. --· ----' T. ----------·----·-----'-------. --· ... --·-----· -·-·-----· ----------·--·-------·-----· ..... -....... -............... _________ .;__ --------------·--·---·· . -----... ·-----... -·-----------... ---·-----·---·-------·---------i------·-·--·----·--· .... -----·· --- -·-· ----···---------"---,..--------'-...;..--------s~.:\C)M\C,_ I ••••• _ ... ;, •• ,~r0.6-.. -·-.---.. -------~- ·-. -·-·--·------·--------.---:---- ·-··-.. --------------------··---·-·-. ·-·--·-·------!--'--------- -,-------------·· -----.-------··-----·-----------.----------·-···--··---·---· -·-· =!51:[~ ----------·---·-·--·-,------~ ---·-. j---· ·t ·--·----- ·t \A' .5o "s..f ......... -··-·· •'-------·· ·_: :::~~-:=~:!?. ~!t!_~v_·-:.:.~~---·---8 ( C,oe>~ 1.1,51. : ·:--_·,-~-.·~--~~=:::.:.::::~·e:t'3\ c:._.,;.'-:-_~-B (.&i~) ........... _ --.... -·. :·:·.==~=·: :-=·:-. ~:~~·-----·-----... :; ~ ..... ~ 1, ~ ~ ..... _ . -·-·· ----~-----··-- (o:t ... \.~ --'°?.!>~ ..... -----· ____ _ ,4 ~ I 9 · .. ;. -~~*: ·.-.--:·.--:--.:.:-:-:.-::--·. ~ • • -~ ••---•••-or• •-·-•••••• ••--, --• ----•-••• ••• •, ---• • ' ..... ,.,. _____ ·-·--------------~-• I ·-••• ------·-··· ·--· _____ ,__, ------··-----------------··--··-· --. - ' . ! ,-: . I . ·---·---· ____ ·-· ... __ __ : ..... -----------,---,---'--:-1---:::::::::::=~==.;. __ -_-_-_-_-_-_-___ .. __ _ ,. ____________ --·-----: -----· ··-·-----:---------·----.: -;----... __ ,.. ________ . __ -. -~ ' --------:-.. ·------·------· .--·-----·----·· ... -·-·---·--= ... ·.-.-;----·-:-: ' . . ; . ' i . . . j. ~1~:-::=_fa~~-~~~-:: ~--i------;==i~~-+ · i ! · ·---_i}~----~:+ ~ = f i~_2_tt:_ ---~~-;) '. ·_: ---'-· 1-· -~ --. _; -: --~ : '.~ J-==-=-+----~-~JI' . : ----------i-····--·-·" . -, ~-. -· . : -· -,,. -·--·,---,··-··; ·---.. ---~ -----~~~-;_ :: ;~:-· __ :.:/-:-..--.::.::.-:-=--~ ' ; :J __ :----.. -~·::-7·::: -··=---.. ·-·'.~~-------• • I I ·---·-····: ..... -------' --!-·---·-·· .. ·.: .... , t ' t • r-.. ... ··-·-·-· r::::::::::::::~::::::::~:::::::::::::::::::::::::::::::::::::::::=--_-_-:..-_-_-_-_-_-_-_-_-_-_-_-_--_-_-_-_-_-_--~-_-_-_-_-_-_---:--_-_----~-_-_-_-,..-_---..,-_-_-_-_-_-,..-----------~-------.---···---·~:~ ·--,-,·.····· --1-----····------· NOWAK-MEULMESTER & ASSOCIATES -··--·· ---.. ------- -·· _.,_:.._ -·-·-+ _______ L ! .. -.---;--.-,- ' ·--. -,-,-· -:-•.. ·---~.c..~+ . _:~J.=I . • I ! ··:--:·7-+-,. -.--:-·~, ~'.-;--~~ . : -~~-:-·:-...:~-:-STRUCTU~LAND,CIVILENGIN,EERS.~_...:-,-;·-;...t : ; : , : ... +----------·· ··-: ~:--= -~---·-····-.. -.-----'·· ---; ----· ---. _____ ........... "•I~ {" 0 \'_._ ••• ·, 1--···~'"-A_· ""'. ···-""'-_ --~ ..... . ---~---·-=··· _-vv-, '-"-,J c., .... , __ -_ .. _v ~-~ ____ _ _· -~,SM,c.. .. : :·· ... ~.:.· .. _ ·-----~---_-~-:·::·__-::._--=__:_-:==~--==-=·=~=-··_ ...... -· ·: ·: .. :·-~:.-:..-:_·:__- •••••••• , ••• ··-······--._ • I ·.--···-·-·-···-'.--· ••••• ···-··. --••••••••••••• ,··. •• ·-·· ·-----~---·--····---· ·-----•••••• ··--•• ----··---·--.·-·-------·----,-------------· --,-----~---.. -----·------------··-·····-··----· ---·-·---- ' ' . -·---,------· . . -, ' ---·------·-··------. -~ _-_-_~_-_..,._--_··:· _-_-_--_-_-_-_-__ -_-_:_ ~----· ----···-· ----.-------'------,-----------···-····· ·-····--- --·-• I • __ , _________ t __ _ ! --·--.... --------··-·-· ·---·-·---------,--------··-----==---=·i-, : r--·:.-_· .:-..--_ --~ _·_ -_··_-_ ... _._· _-_··-_-...,--_·-_·-_ .. _ ... -_·-_·-'-. _., --·-; ----=~== :: ... ··-... · ....... 1~ -~5-~------·. '. -··-·· ---3 0--"f'S+ -: ---·---·-------·----·--·-· ------- . ···---·---------·· ·-·--·-------·-· .•. .,_., ···-·---·---------------------·---------. -· ----.. ---------.. : -----· -------------· --. . -----·------------.--.. · .. ·_··=~:: ~-=-F,;=-·-· .:x;-_.-::: ... 8 ~!¥43): .. --·-· . ·····--····----~----·-· . --:i.. 7. ?:, -z. -~·~:-:.~~:-!?~~:;;~,~-~~ -~---d·s.: ... ---·· ....... . z. CJ !.-:· ~o.~~1"6-··-··· --- ---·----------------------· --.•• I \ ...... ·-v,.(\~----' ---------.. ----'. ,----- ·-:i.,,-.... , ...... , 3,o ....... . --- ' ' ~ : , ---~ -·-. ' ! ; ' · ·-NOWAK-MEULMFSTER & ASSOCIATES ... . . t .. -. -·. . . -, ·· 1 ---· ... srRiicri.iRALAND. civI[aioiNEERS. --... i------_. --·-----· --·--~· _· __ .__,.. __ .;..1 _____ • ..;..'...------·-----·--·-_-·-_-_·--_-_-_ ----r- l , .. • BY.£ef._DATEI O PJ:t01E0' c..ac,, . t:kz::··41· J 4' 8' --. . -. . .... ·-·1 - ! i . _ •• -• • _-• _• * •--~-•, --, ___ ..., ___ o•o-. -•~• ~ , • w.,_, • ,_ -• •-•'• •• --+, -'• ,. • """ •• ~ i .. ' -. SHEET J'.1O • .k:t)_OF __ ; - I ' . ·-.. JOB NO; .. . .. . . ; ~-;a;~ ......... : -- ?\ ~ ·~::: 1id~oi,,1 . .,·\···--·=-·,.A,dii7o°'"F: ·,-~·-sl;;'-··== s1io:~ 1f· .. ,. f' --··· ..... -. : -"""'P+\..··· \?... .. 'I . \..,,. IJ ·····: -.. p1 • . A: UMir. +:::,··-·J.i~L--·-·-b-= B;·i~r-: ... '6,:!i,, • CL. I . ---·-··--· . . ··-. ·-· ,. .. . ~ ---- . M ~. ~ .. _ t,[...{~~~.t..') ( 1-o'/-·-==----.-4.7 ... '1_ l~::tr.!---·--~----·----· ... e:, ...... l . . . ---···--.... .. .. ... ----. l A_ I I . . . · 1s.. .. ~--·;c55--a.--;...?;· c-~",(Are"'-~ 1,'"U, j ,i'l. .. . .. .. -1~1 i..t l-"1\/f'1_. 5 .............. ?/ -· ?L.. ... .. . .. : c;._ ._ "2. .-,· • ....... ~ .:-:.-1·· ·.-.,z·. \.-, I• _-..r,..··-'>"7··-4,·, 1· ~;...t,-; .. • ~ l I . lf'I . "(' r" 11\ .• .. • _ ~-. _ ~ . . • . . . M 1~1~vFJ·--·~-sJL--:-~--ff,·f-v_ ,~tr. -~'"Dt.l~ =rz:;-· 1/-o.-M~i=--~~f?:.J::~=-'G.15:--~-···-··---... ~-·-~~--:·· ... :_·.--.--... · .. ~.=~-.~~-:·· : .. ~·y·p,~ .. • .J·v. = 1·, ~ ( ;,~)C 2-0) .~----=L ~--~---·--·--·--·· ...... ------·---·---· .. _______________ . -· .. _________ : .. . 1- ,Jc..::. 4Z," ½-~~. ~ 11,~7 ~ . ~.. T'f P-'~-_ 6\·h.:,,--rfl.-l~t-4f. . tJ. oi-~ G \ io·, . -~A1,,f: ;zt:;'.011 vJo+I.. =:. _ ~,':)l1t.mJ+\v,t!,,(•f).+ \,~,;(q~-=: 1'il#p[+. ·-·--.. -----. -·-·· ·-···--·-···-----·--------·--- Ml'\::. 40*-ib-11.-.:.~ .. : ·<-~1.-·::t.·~~---~· _ v'i.~.--1.1~.i .. u~_:i~~;=i:~~~-1bi:=.--.:~:··.·:~·~~-~~-··:.:-~-~~:~--1-~.<~-~~-~----:, .: · -~-· --- . . .. . . -··--.... ---; ·-··---·--------::::: __ . ___ . _____ .. v.~.-... ;.::\ ..... '$. ______ j_ _______ --. --·-·: -.... -•. • • • ' • I • O ._ ..... -· _______ : ___________ .. ,_. ___ H _____ : ~-----·---· --------·-· •• ... ____ ., __________ 1 0 •HOo•••---: ___ .: .............. OOO O ••• °tA?A -· -:.-.. ,·=<· -~,--'. . l·-··--a~·J.·-·-c· ·-t s_ .. LT----1-.-~·-i t 1-i¼·)· (i1.~'\-~---\--~\-:.A--t"--; l r---··----~--· ]---~· ~rln'I--:· 1.~----· ... w'*~-----=i-,s 1.,.o, .. ~.,~b1...'iJ-"f,L ___ . "':L'/--.------.:-\ ~·-:,, T-'.------·-·-----.·-+· •••• ---:· -·------------. _, t •• • : • : : I ·---~---~~---·----·---1-k-·-·· -----{-. ·-.._ A--.::::;-···'\::r,·-1:--~f.--:_:_~--,,,c;,1~,:::J-:/:=1-&--:---···+r,..··---.. j . . ·------1··-"--·-·-··-·,-·~---+---,. .. -'f'."11(. -···-· --_u.:_q::_ .... ~-~-·:ii:ii:..::s;...;a;.-,--,--i--~~---,--....;_,--,---'----.....,-.._,; ... ~~· ,.-· 11:, ~ ~ k.~:~ 1j, ~~~:~=~,~~~ __ l) J~ ~ ·;,.~=+~ =:--7 ~--·:·-. ;. = i .• -• ~· ----------------·--_ .. -... -._ --··-·-------·-· -A o O ----·· --· • -------•--• 0 ••• -A --• •• -- : i • -I • ,-----........ ---------------------------~-------. I ' ' •, j ' • ' NOWAK-MEULMESTER& ASSOCIATES : -· · · · · ·- ••• -i • • --.... ,_ -. ._ ~·· • •--0 • _,, -• ' .,. .-. • •• • • • • • • -• I _ .. __ . ··-·-, ~ . _ ST_!~.f.I'!!~~-!,!'J_D_ qyn,. ~qlNEE~.. . . .... _ ... , _ .... ,.__ .. , ___ _, __ ...... _. .... . . .. ... . . : : . • • • • ' ' • • • I .. . . ~ . . . -. ·--"" -----. ---~ .. ' . . . . •, . -. --· .. --. -. -. ~-k,,J'..-:. 2,1$ ~.,,Dv. f · -~ _:( '7Zv f ( f. ---: . -.. : .. · J~-· ~---.. --:_~----~~-~-~-:-i·;~;e:;~~~:·~-:-~--(;~;~~~--~-. ·- ,l,r-----_ ...,.._ -. ----. ------, __ J. · --· ..... ,. . . . ' --·- . . . . . ~\-t ! + 1'-~,,-v_ I , ... , __ -,-, ___ '.i''-10 & zo'~ 0~1 -• • --• ·-, ' , . . . h--;,;,.--· \ .A~ 1· ,.. .... . .. -.... -·-.. -------·-----. --. ----·--.... -·-. --· -· -. . , 12 i..~. •-. -~ . ~ ~~ ~-.... ~ '. I~ . . . . . • .. • . . ·: ~-------:_~-~~---~---~ ----. M.:==-:· J'5\ ~ 7· ll.4------· · ---, . ~-- . . . -. ·----~--·-··--; \ . ' Vv.-::: ,\_,r.,,L ~Z,.) ~ ?\~.2,.~ . ..,._ .. 11.~1 I~ ----·---·----------·-·--·--·-·--·--·---------· ... , ,Je,a::4-ztt..·· -~·vc:.;;1·"'·~-.1-_':--~ .... ;A;~r-.. :-= ·:H\l)~J~~-----·---·--. -.. --. . . .. ------·--.. -. -· -. . .. " --. -----· . -. --. •• T~ tt-~ e.. \ Q! ... ____ · --~ ~ :::_ ''2/S:,; I~---_______ ., ___ ··-··--___ · ____ · __________ . _________ _ -~_'(\'!-¢ [h.,+ V~). C ?'i.~ I_~ . >-.:. ?.I•'-l':"_ E5f::_ -· · ·ustt ~ * tS,·: · ~s 11 S'" ... e ro I( ~Jh.J -:::: zo! -c:/' . J? w J,. J, ·. vJ\,.1-t .. -=-4.$6~ t-\.?J~l"l~ + 9 (1}-=-ln4f(/ ?:~ -4o.,5 1'-, l,2,8\-m ~). -.. ~ ·-· -... -· . \ • • -. ..: : :· .NOWAK-MEULMESTER & ASSOCIATES l .. --. -. . -~~ ·~ _ f~~.:-: .. ~ ... ~ -:-rtRU~R!,(A_~D~C!Y.11,. ~9!!-lEERS---. : ~ ·_ .. ~-~ : l -~ < ' ::-• • , ~ •••• -~ -• • * • • • ., - ' ~I -~-pA-N -e. 2?''.'o" ~~+'.:;*:} 4,i(~).+· 11.,,if(:f) ~ ~s, \bjk, -· . . . ·-. --_.. . . \Vt"(.--~ t·~~t.±?1) C-z-s)'l.;. -,;-,, . ·cf.· ..... -~ ... ·.· ··~·-:---~ .. -----... ---............... ---... --------·--------------··:-~ . . -~---. : .... ----..... 4 , .. -. . -. -.. -. -- · A~+-1,\J ·-:: • if\ ,.,-i.. · : . _ ·:-~.rrzy ·· 'a~ '5 · · A.~t:'-,1~ i ~-t b..j'3! 'l~ tto'Jf1 9' Mri-:::. I 'rS ... k, .. {r., ~z.. _____ _; _____ ... · ... --, = , ,~ r "4.~"'~ci~ ~ -.:; .. :~ ---"-~: · \/i..t -,..,?J/ 1),_, ____ ... ,,/e, .. ~ ... -.. .. • ----l . i _____ ··------····. . .. ~ J~ _ , e:sc i~, c~ -;'J{tf~') ------· -·. ----· ,-__ .. -Z: -... .. '. .. : .... i..,:-; ,:,, .,~~:. .. _tl~ ~-:-~: .. >..&J, .. i.~!!:-~ott.: __ _ -P4~ • I • - . . . -. Jb !)~-~ 'B' ,-·7 . w = ~ -;{ /15 c,) ---fisr,f .. . . . - F0i:. 1 '-~~f ~'1~: \.-t ( 4~ ( 7...d)':-,;;. ~ I '?D (b--~ . . : -e, -II ~-I ~ r-, I •• 'r.> ;,-· I -. . . l'Z ,....,....-c: . --~--~ '-"~t::~--~ G;:,_Q __ --·-· . --·-. . --·----. d.:.... lo 11 . A!;.6..,-Mc tJ-;~_ ,t$. A-6 ,:# ,t::77-z.. ,,,,i/../i-, c;:... :::: • 14 ~.:, -As·-= ~-o-j o-f ; . .:y.ff. _ /\ .:..:. t -.. z·,,.·, ,,,;_If-. .. . -I'"\$ ,.. I'\, -• &,J 1-rr. ... ---. -.. -·--. 1 . , : ·---· .. ---!)61:?" '*"$e,. I~ 11 L1··l)· ... -. . • -· ---( ...... ..: _____ :_ ___ · -.... ; · · · ··-·--:-,w..?. e,. t e,"'-· lv)-i-· . --··--.... ··----· --.. f . ----·· ·~-:-.. ,···· -:-·-----------·· ---·:· --··---·----- ~!..~ _ '?,~-:5 I t-;11.:..0.: .. · __ ~::----:_-; -~-~~ --~,-+ ' _ ' -. _ ~-c-i--~-=.:...:~~~~~~:-~=:j -'P: ~'L ---_i...o,; S--,----i-~L.-:.~ _• · ~-• -_ _: i -~ b----'--' -e->t~-; ·-· -.. ·· _L-·-:-~ -~---~=-)- ~p.4.l-=-~J,-~-~i:--~-~ · :wi~~ ~4-;_sci;~:5-~t x~-'!$(q·-y-~_Q.,l£Jl~~)~-~-~--\~ 14 • .:; ·Jf__ · 1 • ! l ; I • r M~-= z~~.1., ~4r ~ ~t,1.-;· c:rn,;;-:·-------~ _--v~-tf--4 w:~---.. : · Vv.·--=-rz.., ... 2; "----t--"lti-J--~--~,;-itM"..:--.r.-~r;.1.F~--~&'o··---------LJ~~·:!:::-;::;e.io 11 ·------· ' . . . ----------~ ·-. ---__ :·:~ ~=~·::· ~ ;-_:-:::·-· ·-· -----· ·-·; -·-· ---···-·---i-: ·: ~ -·. ------,- -.-.-·-----------·- ,-~--·--:-! ·--······-"1-... . -· ---, .. -~ .. -·-1---. -------·---··-·--~ ---NOWAK-MEULMESTER & ASSOCIATES -_: __ _ __ : ___ ··--------: ____ _.----------·---:-·-_-·. __ .: mucruRAL_ANDCIVIL ENGINEERs ··-~-··· ---· -· -·-+·---,.. ---_-· -·_-· · -· _--: ____ _ . .. -. --.-.,:·_1 BY-1:frE_DATE f ~~ROJECT--._: --C....Z.. ~-l-or . 4~ lf. __ 4 ~-_ _ SHEET NO.~ OF~ _:_~J ··-:=--------~ ~: -------·------------· -· ··-···-· · · ·· -. ; . . . .. -~ --'. . -· :· · ·-:;~~No.---· · -· ···· ------t-.---------------------------------------------------- ·•--- . . --------~------------------------··-· ---. ·::~ ~:::.~~.::~~~-~~~~~:~~~~~~:-·· ::_~ryj:( :.~-~-~-~~~~:-~--~-=-~~·-::·_·::. ·:_ -::~-~~~~~:~:~~:--.:~----~-:~~:~: ····-n,-;--·;A~-,-.-k-A..:.:C ,~--·---~.:-_-Q~ ~-.\ .. ~~-·1· i~ . ---. :.'~== ·-=-'"''~""'-'.;:;.._++-:..rrN-.=<;;-""·-· ... -I .. . I . I . ··:: -~-:r.; ~ -,--. _· .A:·c,~~-,i)---;-~=--;..ti:".:.-:::.=·-==---:· . rw. ·. ,., . ··-· '-'~------·· -·-- . . ---..... -. .. .. . ---. -· ··-· ·: ·-:·-·=---~'!:·::~-?~~~----:···-----__ _-.. -· __ ·_· -·--·--------·--·---.... _ .. ··------··---: ~~-~~~-~-~~=~~=~ .... : ·. · _______ . ·=. --~ :=-:_-~ .. --·-\ .. -----,i .Ji,,;--------. ---·-·----· .. n ----.;:,_Jn, .. _. -• • -•-• L -----·-•-----• •-••• -•-••• -• • ---------. j=~:f~ ~-·-··J;;;.~ --·-. -. -= • ~ !,--'1·11" -v -· :!'~C 4o;(\.4l" -------------------~-- ' ----' --. ' .. -----.... ----·-. -------------------------··--·------~----------· --------··-o --.... v.~#_~PJ-1,~------.. ·---. ' l-~1~~~:~0:~=:1-~~ ·.·: -·· ..... . . V. ,. ~ 1---· - ---=--,..:;::;pa:; ...... 1· ---""--_ -----_ ------· -=_· -~C4 ·-···· ~---- j . h == _-;;o" ______ ....,,· __ -1 -~ . . L,,1!~----· --·-.. -------------------------'------------------------·-·-· ·--------. . ----.. -. . --------------------------·· . ----· , en -( ~ fi"-i5~::;<1~;;·'"',-~--· -----le. . -::= -~t Jc. . .! Jl .. ---! ,_ -e; ~ -· . . .'L.· -_ ~ .. -.:: .. ~.'.~----~-.--I .. -----·-·-·--·-· ---------- ""+-::. \ .+ ( L:,_;-:1) .. -e. . ,'DS(t\-00,~) .... ~~ ~ 1.4 (~n\Ci"Y ~~ .e:io)c.~(-zo)) . • • • NOWAK;.MEULMESTER & ASSOCIATES == TILT-UP PROGRAM == Version 1.02 (1/8/91) (9/12/95) 'INPUT DATA: STEEL AREA (IN"2/F 0.34 in"2/ft THICKNES$= 8.00 In REVEAL DEPTH= 0.75 in STEEL DEPTH= 3.62 in PROJECT:CRC Lots 47 & 48 LOCATION:Typical Wall (Lines 1,4, & 5) JOB NO:97-044' _ 9/2/97 8:32 AM CONCWT= 150.00 pcf fy= 60.00 ksi fc= 3.00 ksi beta 0.85 . WIDTH(b)= 12.00 in .Es= 29000.00 ksl $PAN(lc)= 26.33 ft Ee= 3321 ksl PARAPET HT= 3.67 ft n= 8.73 SERVICE . 1..4(D+L +E) I , .75(1.40+ 11 LOADS: (pin LOAD 0.9D+1.4E 1.7L+t.7W) 0.90+1.3W ECCENTRICITY (in) 6.50 -... -- DEAD LOAD (ECG) 336.00 470.40 302.40 352.80 . 302.40 LIVE LOAO {ECC.) 0.00 0.00 0.00 o.oo 0.00 AXIAL DEAD LOAD 0;00 0.00 o.oo 0.00 0.00 AXIAL LIVE LOAD 0.00 0.00 0:00 0.00 0.00 SEISMIC LOAD 30.00 42.00 42.00 NIA N/A WIND LOAD 18.90 N/A N/A 24.10 24.57 WALL.LOAD 1683.5 2356.9 1515.2 1767.7 1515.2 INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(Y/N) N CALCULATIONS: ab= 1.82 Pb= 35.33 PHI (incr.)= .0.878 0.886 0.884 0.886 Pn= 3.22 2.05 2.40 2.05 a= 0.772 0.734 0.745 0.734 Mn= 76.40 73.05 74.05 73.05 C= 0.908 0.863 0.877 0.863 lcr= 27.86 27.15 27.37 27.15 ULTIMATE DEFL= 7.54 7.47 7.49 7.47 Mu@MDHT= 66.53 58.23 42.09 40.10 Mu@TOP= 3.06 1.97 2:29 1.97 ALLOW.SERV.DEFL. 2.11 lg= 381.08 Mer=. 28.79 CRACKEO DEFL.= 0.24 NOMINAL 'OEFL= 8.59 8.43 8.47 8.43 Ms@MDHT($EIS)= 34.77 Ms@MDHT(WIND)= 25.00 Ms@TOP= 2.18 SERVICE DEFL @ MDHT= 1.286 1.343 0.205 0.205 SERVICE DEFL @ TOP= 0.018 0;018 0.018 0.0.18 DESIGN SUMMARY: PHt-:Mn= . _(in*k) 67.11 64.73 65.44 64.73 Mu @. MID-HEIGHT= (in*k) 66.53 58.23 42.09 40.10 OK Mu@TOP= (in*k) 3.06 1.97 2.29 1.97 OK ALLOW.SERV.OEFL=(in) 2 .. 11 2.11 2.11 2.11 MAX. SERV. DEFL= (in) 1.29 1.34 0.21 0.21 OK· .. 0.04fc= 0.12 ksl SERV.LO.STRESS= 0.02 ksl OK 0.6*(RHO balance)= 0.0128 RHO(steet ratio)= 0.0078 OK Pb= 35;33 35,33 35.33 35.33 Pu= 2.83 1.82 2.12 1.82 OK • • • NOWAK-MEULMESTER & ASSOCIATES PROJECT:CRC Lots 47 & 48 WC. '2 == TILT-UP PROGRAM== LOCATION:Typical Wall (Lines A & J) Version 1.02 (1/8/91) (9/12/95) JOB NO:97-044 9/2/97 8:29 AM INPUT DATA: STEEL AREA (IN"2/F THICKNESS= REVEAL DEPTH= STEEL DEPTH= WIDTH(b)= SPAN(lc)= PARAPET HT= 0.42 inA2/ft 8.00 in 0.75 in 3.62 in 12.00 in 29.00 ft 1.00 ft SERVICE CONCWT= ·fy= f.c= beta Es= Ee= n= 150.00 pct 60.00 ksi 3.00 ksi 0.85 29000.00 ksi 3321 ksi 8.73 LOADS: (plf) LOAD 1.4(D+L+E) I , .75(1.40+ 11 0.9D+1.4E 1.7L+1.7W} 0.90+1.3W ECCENTRICITY (in) 6.50 ---- DEAD LOAD (ECC) 24.00 33.60 21.q0 25.20 21.60 LIVE LOAD (ECC.) 0.00 0.00 .0.00 0.00 0.00 AXIAL DEAD LOAD 0.00 0.00 0.00 o.oo 0.00 AXIAL Live LOAD 0.00 0.00 0.00 0.00 0.00 SEISMIC LOAD 30.00 42.00 42.00 N/A. i N/A WIND LOAD 18.90 N/A N/A 24.10 1 24.57 WALLLOAD 1550.0 2170;0 1395.0 1627.5 1395.0 INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(Y/N) N CALCULATIONS: ab= 1.82 Pb= 30.53 PHI (incr.)= 0.883 0.889 0.887 0.889 Pn= 2.50 1.59 1.86 1.59 a= 0.905 0.876 0.884 0.876 Mn= 87.74 85.27 86.01 85.27 C= 1.065 1.030 1.040 1,030: lcr= 30.87, 30.36 30.51 30.36 ULTIMATE DEFL= 9.53 9.49 9.50 9.49 Mu@MDHT= 74.10 66.49 46.18 44.51 Mu@TOP=· 0.22 0.14 0.16 0.14 ALLOW.SERV.DEFL. 2.32 lg= 381.08 Mer= 28.79 CRACKED DEFL.= 0.29 NOMINAL DEFL.= 10.80 10.67 10.71 10.67 Ms@MDHT(SEIS)= 39.78 Ms@MDHT(WIND)= 27.57 Ms@TOP= 0.16 SERVICE DEFL.@ MDHT= 2.246 2.307 0.275 0.275 SERVICE DEFL. @ TOP= 0.002 0.002 0.002 0.002 DESIG.N SUMMARY: PHl*Mn= (in*k) 77.48 75.82 76.32 75.82 Mu @ MID-HEIGHT= (in*k) 74.10 66.49 46.18 44.51 Mu@TOP= (in*k) 0.22 0.14 0.16 0.14 ALLOW;SERV.DEFL=(in) 2.32 2.32 2.32 2.32 MAX. SERV. DEFL= (in) 2.25 2.31 0.27 0.27 0.04fc= 0.12 ksl SERV.LD.STRESS= 0.02 ksi 0.6*(RHO balance)= 0.0128 RHO(steel ratio)= 0.0097 Pb= 30.53 30.53 30.53 30.53 Pu= 2.20 1.42 1.65 1.42 OK OK OK OK OK OK • • • NOWAK-MEULMESTER & ASSOCIATES . · == TILT-UP PROGRAM== PROJECT:CRC Lot47&48 LOCAT.ION:28' Pnl -Openings one side Version 1.02 (1/8/91) (9/12/95) JOB NO:97~044 10/30/97 9:52 AM INPUT DATA: STEEL AREA {IN-6•2/F 0.27 in"2/ft CONCWT= 150.00 pct THICKNESS= 8.00 in fy= 60.00 ksi REVEAL DEPTH= 0.75 in fc= 3.00 ksi STEEL DEPTH= 6.34,in peta 0.85 WIOTH{b}= 12.00 in E'.s= 29000.00 ksi SPAN(le)= 28.00 ft Ee= 3321 ksi PARAPET HT= 4.00 ft n= 8.73 SERVICE 1.4(D+L+E) I , .75(1AD+ J LOADS: (plf} LOAD 0.9D+1AE l,7L+,1.7W) 0.9D+1.3W ECCENTRICITY (in} 6.50 ----- DEAD LOAD (ECC) 840,.00 1176.00 756.00 882.00 756.00 LIVE LOAD (ECC;) 0.00 0.00 O.OQ 0.00 0.00 AXIAL DEAD LOAD 0.00 0.00 0.00 0.00 0.00 AXIAL LIVE LOAD 0.00 0.00 0.00 0.00 0.00 SEISMIC LOAD 47.20 66.08 :ea.oa N/A N/A WIND LOAD 18.60 N/A ' N/A 23.n 24.18 WALLLOAD 1800.0 2520,0 1620.0 1890.0 1620.0 INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(Y/N} N CALCULATIONS: ab= 3.19 Pb= 81.40 PHI (iner.}= 0.872 0.882 0.879 0.882 Pn= 4.24 2.69 3.15 2.69 a= 0.668 0.617 0.632 0.617 Mn= 111.25 106.64 .108.02 106.64 C= 0.786 0.726 0.744 0.726 ler= 91'.28 86.74 88,12 86.74 ULTIMATEDEFL= 3.76 3.84 3.81 3.84 Mu@MDHT= 95.44 . 89.29 41.33 40.02 Mu@TOP= 7.64 4.91 5.7.3 4.91 ALLbW.SERV.DEFL. 2.24 lg= 381.08 Mer= .2fP9 CRACKED DEFL.= 0.27 NOMINAL DEFL.= 4.32 4.35 4.34 4,35 Ms@MDHT(SEIS}= 62.13 Ms@MOHT(WIND)= 30.52 Ms@TOP= 5.46 SERVICE DEFL. @ MDHT= 1:905 2.018 0.356 0.358 SE;RVICE DEFL. @ TOP= 0.051 0.051 0.051 0.051 DESIGN SUMMARY: PHl*Mn= (in*k} 96.98 94.04 94.93 94.04 Mu @ MID-HEIGHT= (in*k) 95.44 89.29 41.33 40.02 OK Mu@TOP= (in*k} 7.64 4.91 5.73 4.91 OK ALLOW.SERV.DEFL=(in) 2.24 2.24 :2.24 2.24 MAX. SERV. DEFL= (in) 1.90 2.02 0.36 0.36 OK 0.04fe= 0.12 ksl SERV.LD.STRESS= 0.03 ksl OK 0.6*(RHO balance)= 0.0128 RHO(steel ratio)= 0.0035 OK Pb= 81.40 81.40 81.40 81.40 Pu= 3.70 2.38 2.77 2.38 OK • • • NOWAK-MEULMESTER & ASSOCIATES ==TILT-UP PROGRAM== Version 1.02 (1/8/91) (9/12/95) . INPUT DATA: STEEL AREA (IN"2/F THICKNESS= REVEAL DEPTH= STEEL DEPTH= WIDTH(b}= SPAN(lc)= PARAPET HT= 0.46 in"2/ft 8.00 in 0.75 in 6.00 in 12.00 in 27.80 ft 3.00 ft PROJECT:CRC Lot47&48 ·.-WC..~ LOCATION:28' Pnl w/ Roll-Up & Man JOB N0:97-044 10/8/97 3:00 PM CONCWT= fy= fc= beta Es= Ee= n= 150.00 pcf 60.00 ksl 3.00 ksi 0.85 29000.00 ksi 3321 ksi 8.73 SERVICE 1.4(0+1. +E) I , .75(1.4D+ 1 1 LOADS: (plf) LOAD 0.90+1.4E 1.7L+1.7W) 0.90+1.3W ECCENTRICITY .(in) 6.50 ----- DEAD LOAD (ECC) 348.00 487.20 313.20 365.40 313.20 LIVE LOAD (ECC.} 0.00 0.00 0.00 0.00 0.00 AXIAL DEAD LOAD 2815.00 3941.00 2533.50 2955.75 2533.50 AXIAL LIVE LOAD 0;00_ 0.00 0.00 0.00 0.00 SEISMIC LOAD 63,30, 88.62 88.62 N/A N/A WIND LOAD 47.70 N/A NIA 60.82 62.01 WALLLQAD 1690.0 2366.0 1521.0 1774.5 1521.0 INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(Y/N) N CALCULATIONS: ab= 3.02 Pb= 64.76 PHI (incr.)= 0.848 0.867 0.861 0.867 Pn= 8.01 5.04 5.92 5.04 a= 1.164 1.067 1.095 1.067 Mn= 173.92 166.46 168.70 166.46 C= 1.369 1.255 1.289 1.255 l<::r= 117.63 112.67 114.20 112.67 ULTIMATE DEFL= 4.38 4.47 4.44 4.47 Mu@MDHT= 134.06 123.27 94.32 92.42 Mu@TOP= 3.17 2.04 2.38 2.04 ALLOW.SERV.DEFL. 2.22 lg= 381.08 Mer= 28.79 CRACKED DEFL.= 0.26 NOMINAL DEFL.= 5.16 5.16 5.16 5.16 Ms@MDHT(SEIS)= 80.~0 Ms@MDHT(WIND)= 67.22 Ms@TOP= 2.26 SERVICE DEFL.@ MDHT= 2.002 2.095 1.608 1.630 SERVICE DEFL.@ TOP= 0.021 0.021 0.021 0.021 DESIGN SUMMARY: PHl*Mn= · (in*k) 147.48 144.25 145.24 144.25 Mu @ MID-HEIGHT= (in*k) 134.06 123.27 94.32 1 ~2.42 OK Mu@TOP= (in*k) 3.17 2.04 2.38 2.04 OK ALLOW.SERV.DEFL=(in) 2.22 2.22 2.22 2.22 MAX. SERV. DEFL= (in) 2.00 2.09 1.61 1.63 OK 0.04fc= 0.12 ksl SERV.LD.STRESS= 0.06 ksl OK 0.6*(RHO balance)= 0.0128 RHO{steel ratio)= 0.0064 OK Pb= 64.76 64.76 64.76 64.76 Pu= 2.85 1.83 2.14 1.83 OK ,,-:-·-.... •• ., PRO.JECT:CRC lot 47&48 !,..OCATION:28' Pnl w/ Roll-Up NOWAK-MEULMESTER & ASSOCIATES == TILT-UP PROGRAM == Version 1.02 (1/8/91) (9/12/95) JOB NO:97-044 10/8/97 3:01 PM INPUT DATA: STEEL AREA (IN112/F 0.41 in112/ft CONCWT= 150.00 pcf THICKNESS= 8.00 in fy= 60,00 ksl REVEAL DEPTH= 0.75 in r'c= 3.00 ksl STEEL DEPTH= 6.00 in beta 0.85 WIDTH(b}= 12.00 in Es= 29000.00 ksi SPAN(lc)= 27.80 ft Ee= 3321 ksi PARAPET HT= 3.00 ft n= 8.73 SERVICE 1.4(D+L+E) I , .75(1.4D\I LOADS: (plf) LOAD 0.9D+1.4E 1.7l+1.7W) 0.9D+1.3W ECCENTRICITY (in) 6.50. ---- DEAD LOAD (ECC) 348.00 487.20 313.20 365.40 313.20 LIVE LOAD (ECC.) 0.00 0.00 0.00 0.00 0.00 AXIAL DEAD LOAD . 2760.00 3864.00 2484.00 2898.00 2484.00 AXIAL LIVE LQAD 0.00 0.00 0.00 0.00 0.00 SEISMIC ,LOA[? 62.14 87.00 87.00 N/A N/A WIND LOAD 50.00 N/A NIA 63.75 65.00 WALL LOAD 1690~0 2366.0 1521.0 1774.5 1521.0 INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(Y/N) N CALCULATIONS: ab= 3.02 Pb= 67.76 PHI (incr.)= 0.849 0.867 0.861 0.867 Pn= 7.92 4.98 5.85 4.98 a= 1.063 0.967 0.995 0.967 Mn= 159.02 151.36 153.65 151.36 C= 1.250 1.137 1.171 1.137 lcr= 110.66 105.42 107.03 105.42 ULTIMATE DEFL= 4.26 4.35 4.32 4.35 Mu@MDHT= 131.03 120.63 96.84 95.13 Mu@TOP= . 3.17 2.04 2.38 2.04 ALLOW.SERV.DEFL. 2.22 lg= 381.08 Mer= 28.79 CRACKED DEFL.= 0.26 NOMINAL DEFL.= 5.02 5.01 5.01 5.01 Ms@MDHT(SEIS)= 78 .. 89 Ms@MDHT(WIND)= 69.76 Ms@TOP= 2.26 SERVICE DEFL.@ MDHT= 2.092 2;205 1.822 1.851 SERVICE DEFL.@ TOP= 0.021 0.021 0.021 0.021 DESIGN SUMMARY: PHl~Mn= (in*k) 134.93 131_.21 132.36 131.21 Mu @ MID-HEIGHT= (in*k) 131.03 120.63 · 96.84 95.13 OK Mu@TOP= (in*k) 3.17 2.04 2.38 2.04 OK ' ALLOW.SERV.DEFL=(in) 2.22 2.22 2.22 2.22 ·MAX. SE'.RV~ DEFL= (in) 2.09 2.20 1.82 1.85 OK 0.04fc= 0.12 ksl SERV.LD.STRESS= 0.06 ksl OK 0;6*(RHO balance)= 0.0128 RHO(steel ratio)= 0.0057 OK Pb= 67.76 67.76 67.76 67.76 Pu= 2.85 1.83 2.14 1.83 OK 3 1Y\CS°' 4»5 E.F. • eJ NOWAK-MEULMESTER & ASSOCIATES == TILT-UP PROGRAM== Version 1.02 (118/91) (9112/95) PROJECT:CRC Lot47&48 . _ W C.,u LOCATION:28' Pnl w/ Man Door JOB NO:97-044 1018197 3:01 PM . INPUT DATA: STEEL AREA (IN"2/F 0.61 in"2/ft CONCWT= 150.00 pct THICKNESS= 8.00 in fy= 60.00 ksi \ ·~CS"' REVEAL DEPTH= 0.75 in fc= 3.00 ksi :i_;!t5 E. ~ STEEL DEPTH= 6.00 in beta 0.85 WIDTH(b)= 12.00 in Es= 29000.00 ksi SPAN(lc)= 27.80 ft Ee= 3321 ksi PARAPET HT= 3.00 ft n= 8.73 SERVICE 1.4(D+L +E) I , .75(1.4D+ 1 1 LOADS: (plf) LOAD 0.9D+1.4E 1.7L+1.7W) 0.9D+1.3W ECCENTRICITY (in) 6.50 ---- DEAD LOAD (ECC) 348.00 487.20 313.20 365.40 313.20 LIVE LOAD (ECC.) 0.00 0.00 0.00 0.00 0.00 AXIAL DEAD LOAD 2970.00 4158.00 2673.00 3118.50 2673.00 AXIAL LIVE LOAD 0.00 0.00 0.00 0.00 0.00 SEISMIC LOAD 67.70 94.78 94.78 NIA NIA WIND LOAD 45.00 NIA NIA 57.38 58.50 WALL LOAD 1690.0 2366.0 1521.0 1774.5 1521.0 INCLUDE LIVE LOAD IN SERVICE LOAD D!:FLECTION CALCS?(Y/N) N CALCULATIONS: ab= 3.02 Pb= 55.76 PHI (incr.)= 0.846 0.865 0.860 0.865 Pn= 8.28 5.21 6.12 5.21 a= 1.467 1.366 1.396 1.366 Mn= 216.71 209.92 211.96 209.92 C= 1.726 1.607 1.642 1.607 lcr= 136.53 132.06 133.42 132.06 ULTIMATE DEFL= 4.69 4.80 4.77 4.80 Mu@MDHT= 144.34 132.54 92.77 90.48 Mu@TOP= 3.17 2.04 2.38 2.04 ALLOW.SERV.DEFL. 2.22 lg= 381.08 Mer= 28.79 CRACKED DEFL.= 0.26 NOMINAL DEFL.= 5.54 5.55 5.55 5.55 Ms@MDHT(SE!S)= 85.57 Ms@MDHT(WIND)= 64.44 Ms@TOP= 2.26 SERVICE DEFL.@ MDHT= 1.858 1.921 1.292 1.304 SERVICE DEFL. @TOP= 0.021 0.021 · 0.021 0.021 Dl:SIGN SUMMARY: PHl*Mn= {in*k) 183.40 181.68 182.22 181.68 Mu @ MID-HEIGHT= (in*k) 144~34 132.54 92.77 90.48 OK Mu@TOP= (in*k) 3.17 2.04 2.38 2.04 OK ALLOW.SERV.DEFL=(in) 2.22 2.22 2.22 2.22 MAX. SERV. DEFL= (in) 1.86 1.92 1.29 1.30 OK 0.04fc= 0.12 ksl SERV.LD.STRESS= 0.06 ksl OK 0.6*(RHO balance)= 0.0128 RHO(steel ratio)= 0.0085 OK Pb= 55.76 55.76 55.76 55.76 Pu= 2.85 1.83 2.14 1.83 OK •• ~ . NOWAK-MEULMESTER & ASSOCIATES == TILT-UP PROGRAM== Version 1.02 (1/8/91) (9/12/95) INPUT DATA: STEEL AREA (IN"2/F 0.61 in"2/ft THICKNESS= 8.00 in REVEAL DEPTH= 0.75 In STEEL DEPTH= 6.00 in WIDTH(b)= 12.00 in SPAN(lc)= 29.00 ft PARAPET HT= 3.00 ft SERVICE 1.4(D+L +E) I LOADS: (plf) LOAD ECCENTRICITY (in)· 6.50 -,- OEAD LOAD (ECC) 55.00 77.00 LIVE LOAD (ECC.) 0.00 0.00 AXIAL DEAD LOAD 3150.00 4410.00 AXIAL LIVE LOAD 0.00 0.00 SEISMIC LOAD 68.30 95.62 WIND LOAD 47.00 N/A WALL LOAD 1750.0 2450.0 PROJECT:CRC Lot 47&48 · _ - LOCATION:29' Pnl w/ Man Door JOB NO:97-044 10/8/97 3:02 PM CONCWT= 150.00 pcf fy= 60.00 ksi fc= 3.00 ksi beta 0.85 Es= 29000.00 ksi E;c= 3321 ksi n= 8.73 , .75(1.4D+ ii 0.9D+1.4E 1.7L+1.7W) 0.9D+1.3W .... -- 49.50 57.75 49.50 0.00 0.00 0.00 2835.00 3307.50 2835.00 0.00 0.00 0.00 95.62 N/A N/A NIA 59.93 61.10 1575.0 1837.5 1575.0 INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(Y/N) N CALCULATIONS: ab= 3.02 Pb= 55.76 PHI (incr.)= 0.847 0.866 0.860 0.866 Pn= 8.19 5.15 6.05 5.15 a= 1.464 1.364 1.394 1.364 Mn= 216.51 209.79 211.81 209.79 C= 1.722 1.605 1.640 1.605 lcr= 136.40 131.98 133.32 131.98 ULTIMATE DEFL= 5.11 5.23 5.19 5.23 Mu@MDHT= 156.30 144.10 102.79 100.56 fv1u@TOP= 0.50 0.32 0.38 0.32 ALLOW.SERV.DEFL. 2.32 lg= 381.08 Met= 28.79 CRACKED DEFL.= 0.29 NOMINAL DEFL.= 6.03 6.04 6.04 6.04 Ms@MDHT(SEIS)= 92.15 Ms@MDHT(WIND)= 70.96 Ms@TOP= 0,36 SERVICE DEFL. @ MDHT= 2.226 2.301 1.612 1.627 SERVICE DEFL. @ TOP= 0.004 0.004 0.004 0.004 DESIGN SUMMARY: PHl*Mn= (in*k) 183.35 181.64 182.18 181.64 .Mu @ MID-HEIGHT= (in*~) 156.30 144.10 102.79 100.56 OK Mu@TOP= (in*k) 0.50 0.32 0.38 0.32 OK ' ALLOW.SERV.DEFL=(in) 2.32 2.32 · 2.32 2.32 MAX. SERV. DEFL= (in) 2.23 2.30 1.61 1.63 OK 0.04fc= 0.12 ksl SERV.LD.STRESS= 0.06 ksl OK 0.6*(RHO balance)= 0.0128 RHO(steel ratio)= 0.0085 OK Pb= 55.76 55.76 55.76 55.76 Pu= 2.53 1.62 1.90 1.62 OK \ I --p,c_s- 1~ 5 e.~. NOWAK-MEULMESTER & ASSOCIATES PROJECT:CRC Lot47~. we-b == TILT-UP PROGRAM == LOCATION:29' Pnl w/ Ma Girde Version 1.02 {118191) (9112/95) JOB N0:97-044 197 3:06 PM .?J INPUT DATA: • STEEL AREA (IN"2/F · 0.44 in"2/ft CONCWT= 150.00 pcf 4l ~c..~ THICKNESS= 8.00 in fy= 60.00 ksi REVEAL DEPTH= 0.75 in re= 3.00 ksi .:tr. Co @_ \').'' o.c... STEEL DEPTH= 5.63 in beta 0.85 WIDTH(b)= 12.00 in Es= 29000.00 ksi E.. F. SPAN(le)= 29.00 ft Ee= 3321 ksi PARAPET HT= 3.00 ft n=-8.73 SERVICE .75(1.4D+ LOADS: (plf). LOAD 1.4{D+L+E) 0.9D+1.4E 1.7L+1.7W) 0.9D+1.3W ECCENTRICITY (in) DEAD LOAD (ECC) 5313.00 3415.50 · 3984.75 3415.50 LIVE LOAD (ECC.) 0.00 0;00 0.00 0.00 AXIAL DEAD LOAD 0.00 0.00 0.00 0.00 0.00 AXIAL LIVE LOAD O;OO 0.00 0.00 0.00 0.00 SEISMIC LOAD 30.00 42.00 42.00 NIA NIA WIND LOAD 18.60 NIA NIA 23.72 24.18 WALL LOAD 1750;0 2450.0 1575.0 1837.5 1575.0 INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(Y/N) N CALCULATIONS: ab= 2.83 Pb= 60.27 PHI (iner.)= 0.841 0.862 0.855 0.862 Pn= 9.24 5.79 6.81 5.79 a= 1.165 1.052 1.085 1.052 • Mn= 161 .. 36 152.69 155.29 152.69 C= 1.370 1.238 1.277 1.238 lcr= 100.53 95.73 97.21 95.73 ULTIMATE DEFL= 5.13 5.22 5.19 5.22 Mu@MDHT= 110.04 90.14 73.09 67.66 Mu@TOP= 34.53 22.20 25.90 22.20 ALLOW.SERV.OEFL. 2.32 lg= 381.08 Mer= 28.79 CRACKED DEFL.= 0.29 NOMINAL DEFL.= 6,10 6.06 6.07 6.06 Ms@MDHT(SEIS)= 61.01 Ms@MDHT(WIND)= 48.66 Ms@TOP= 24.67 SERVICE DEFL. @ MDHT= 1.699 1.788 1.195 1.213 SERVICE DEFL. @ TOP= 0.246 0.246 0 .. 246 0.246 DESIGN SUMMARY: PHl*Mn= (in*k) 135.63 131.58 132.83 131.58 :Mu@ MID-HEIGHT= (in*k) 110,04 90.14 73.09 67.66 OK Mu@TOP= (in*k) 34.53 22.20 25.90 22.20 OK ALLOW.SERV.DEFL=(in) 2.32 2.32 2.32 2.32 MAX. SERV. DEFL= (in) 1.70 1.79 1.20 1.21 OK 0.04fc= 0.12 ksl ~ SERV.LD.STRESS= 0.06 ksl OK . 0.6*(RHO balance)= 0.0128 RHO(steel ratio)= 0.0065 OK Pb= 60:27 60.27 60.27 60.27 Pu= 7.76 4.99 5.82 4.99 OK .. -... •• • • PROJ~CT:CRC Lot47&48. . LOCATION:29' Pnl w/ Max Girder NOWAK·MEULMESTER & ASSOCIATES == TIL T·UP PROGRAM == Version 1.02 (118191) (9/12/95) JOB NO:97-044 1018197 3:04 PM INPUT DATA: ))L + L..L Ca.1;>c.. STEEL AREA (IN'•2/F THICKNESS= REVEAL DEPTH= STEEL DEPTH= WIDTH(b)= SPAN(le)= PARAPET HT= 0.44 in"2/ft 8.00 in Q.75 in 5.63 in 12.00 in 29.00 ft 3.00 ft CONCWT= fy= fe= beta Es= Ee= n= 150.00 pcf 60.00 ksi 3.00 ksi 0.85 29000.00 ksi 3321 ksi 8.73 SERVICE 1.4(D+L +E) I I · 75(1 .4D+ 1! LOADS: (plf) LOAD 0.9D+1.4E 1.7L+1.7W) 0.9D+1.3W ECCENTRICITY (in) 6.50 ---- DEAD LOAD (ECC) 3795.00 5313.00 3415.50 3984.75 3415.50 LIVE LOAD (ECC.) 4608.00 6451.20 0.00 5875.20 0.00 AXIAL DEAD LOAD 0.00 0.00 0.00 0.00 0.00 AXIAL LIVE LOAD 0.00 0.00 0.00 0.00 0.00 SEISMIC LOAD 0.00 0.00 0.00 NIA NIA WIND LOAD 0.00 . NIA NIA 0.00 0.00 WALL LOAD 1750.0 2450.0 1575.0 1837.5 1575.0 INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(YIN) N CALCULATIONS: ab= 2.83 Pp= 60.27 PHI (iner.)= 0.791 0.862 0.810 0.862 Pn= 17.97 5.79 14.43 5.79 a= 1.450 1.052 1.334 1.052 Mn= 181.60 152.69 173.71 152.69 C= 1.706 1.238 1.570 1.238 ler= 110.89 95.73 106.89 95.73 ULTIMATE DEFL= 4.92 5.22 5.00 5.22 Mu@MDHT= 108.19 37.16 90.57 37.16 Mu@TOP= 76.47 22.20 64.09 22.20 ALLOW.SERV.DEFL. 2.32 lg= 381.08 Mer=· 28.79 CRACKED DEFL.= 0.29 NOMINAL DEFL.= 6.22 6.06 6.17 6.06 Ms@MDHT(SEIS)= 23.17 Ms@MDHT(WIND)= · 25.20 Ms@TOP= ·24.67 SERVICE DEFL. @ MDHT= 0.231 0.231 0.251 0.251 SERVICE DEFL.@ TOP= 0.246 0.246 0.246 0.246 D_ESIGN SUMMARY: PHl*Mn= {in*k) 143.66 131.58 140.77 131.58 Mu @ MID-HEIGHT= (in*k) 108.19 37.16 90.57 37.16 Mu@TOP= (in*k) 76.47 22.20 64.09 22.20 ALLOW.SERV.DEFL=(in) 2.32 2.32 2.32 2.32 MAX. SERV. DEFL= (in) 0.25 0.25 0.25 0.25 0.04fe= 0.12 ksl SERV.LD.STRESS= 0.12 ksl 0.6*(RHO balance)= 0.0128 RHO(steel ratio)= 0.0065 Pb= 60.27 60.27 60.27 60.27 Pu= 14.21 4.99 11.70 4.99 OK OK OK OK OK OK 4 'ncs- .±r Co @... \~ C>,.C... E.. F. • • ... '/, STRUCTURAL ENGINEERS . -· · 5830 Oberlin Drive, Suite 200 -~··:,;·:·~-'tJ'. . . NOWAK-MEULMESTER & ASSOCIA:T;ES -. -~' ~ ·· .. _ San Di_ego, _California 92121 · (619) 455-6681 FAX: (619) 453.3947 PROJECT SHEET NO. '$Qi JOB NO. E ...:1,1._r -PlJ:EU1o-iJ -WA~ 'Pe.C<..f', it, ~.) w,..u... ANC.-~E" ~ = 1o5rl~, \1-• ..r~E:' @. M lr::>77-E" y,z.. -pez.. c;-ec.. f,.._::: 1,&5, C.1?s) ::: 1101. r7I+ OF --- __ :..J~ -spA-1--1_~ _· r::i(Z..l.n •. :rL>( ~ _J01~ Fr-J :::. , B(\l~J ~ ~ lb /Je-i-;;, S fA-c-tlJ 'i : ~f C..C-t~jl ~,h) ~ !1.J2. D'f:.'$ r1 C"~ ~ .. ~~-cf "DIA-~~G.f'-1 ~ r;>r2.ovw;>G" -~ 11 'i3-:;n,;1'.Joh?y >-.lrn1., Pl i;J 11vtv~ VA c: 42.-s pLt. ~'i . 4o 1 ~ ~-"~ 'Sf f-rc,oJ. ~, _ ~~-= ~\o-'2.l'\w -= siq4 p(? ~ -4~~;('~{ =~ 1)'5c" ,401-o'' Uc-c.s T!Lr ,z.C--s-~) · -5~ w~. ----------- A Xt i4-t-t-c,,"-:,:, &. ~~~ i'l~ 1 F'Ac == 4D(1to~ --4~ oeo \b, UD-'o ~1r=:1; r,e. c..c.,.j,J C2.. '2;112.0£"12.-.s ~ • ~ ~ 1.b ~'T\'n-Aa.£'A :::: 44, ,of, j.t..,(:~r-=,,J ~ _ '2. 'In-:. _ v~ ~/4;-~1 '}(i S.'lt/ ~ I '-o~ fe w/ · 5 11 ef 15/tl.P ri! .. u·T :A, ~IP~ ·e,f ~ ,-r.,.tA. ~~l-$T, t4-~ l::>1 ~ c..r1 ~ .... WA~ '?A-12-A lJ..-n,... ,-0 ~ ~ <,,JAW-A)..lc..~~ f"t;~~["' = -5~ flf l>J~€ e. N ,'i:'o'--lr yz. rtrz.. l);e,.c. i="A --\ .-s c t:S~to; ~ e,q 'flf ~v 1 ~ 1 R,..OG12. «;;fA-C .. qJC, --p;2.ov1 ~;;-G:--:::cJ~, ~i;; e.. ,tL-o~l o/~ FA=-4(e,,,~,') = "5'5\~ \b. ~-.. ""tr 4'11,. o\..CC..U.,N~ e t:;1'~4 'S"'t"IZA-f i..,'"-1~ . 'AJ/t.J-') !Z-.(...~~ e.,~. S.;a.-,:, 1A-fth~·a:i,"1 I . · ~' ."' -ff> 1. i ~:~;~---~ff~~--=-~ 440 pf:: --~--I.: L:'~e-~A~ -~"'.!~-~tP . ---. :·· ---~-:.~~----:··:·. ::·.~ :-:":·:_~~~:~ ~ . -. . -. .. ,., . . ~ . l .A' ,. -~-:~--~~:.~~~---~~-~-~~-~-.... ~~·:-~_:_:' __ ,. __ . . . . . . . .. -.. -· . -... ·---···· ··-·-· ·----,t ~r::li."~ ;· t;;\ '5· .. _f \ t! ~ .... -· -· . , __ ---. ~-······ -'. ·· .. · .... --. ~ ·-: --:-:··'. : : ·.: ... --:· 2=:~:-~·:·.:· .. : . ~---:·:··~ :~:·::.-::::::! '""----·-.., --... -----. ... • ••• -· 1' .· NOWAK-MEULMESTER & ASSOCIATES STRUC1URAL ENGINEERS 5830 Oberlin Drive, Suite 200 San Diego, California 92121 (619) 4~5-6681 : FAX: (619) 453.3947 · :--. ~-- PROJECT ___,C.~l2L~ _ _,Le;;· c,T:~6=--_4:i--+··_.··-=a,___4,..,.·e-·_,------~!-i~E~ ~~-St;>42-OF __ -_-·-_-·-·-- JOB NO. ~--~ 1 Mrs ~ . . · CtZ.o"i.t, i'!~~. sn:.Af"'S ~~ ~ ~-~Qi.\b e B'--o" o/'c:.. .<i:.Tl"--"r· ~<= • ele,•f) .... eic:,-,i:i, == -St,:,i.«s t'7~ l.'E>E" -s.1 t-tf', M -s r u:i o · ~m.A-p e2. r:,~r J61-s.~ ~ -4~' ~--· ~~ ~~ = '6(i1.:\) -\~(lie\) = ~\1.,f:) \b, ws~ $1t-1f, M"$i' 4-~ o.. ise;c.c~o .J 01.-;.'!"': ON ,4'11.. t S ">itZ4.f F.er-z.-c..E" = sC.e.-,_'\~ -. .z.4 l.1,~').:::; z:,';t..., ti::.~ uu -S1Mf, H ~, Z'7 C!,,; 1i11ft..O ..»'\"!f'f" ~ ~\~ ~~ r,,;,,-~ -e(e.'"ft\-~ z(. \ 1'i) -= \? o ~ \6. U'$Z. ~IMf M-SrA z.4 @... F'o..rt:-n+ J ;!ns;r" ~ z Y.'">· ::::. 71 (?.;-; I~, v-s.e k.u 1 ::,:-? ,~ .-....\.1..l, ,. ... l.. __. ..... ....,.. -... 1.1 ,_11 "5-S'f,(1" lo'\:: t r'r. = '..s> "Pfz.ct Ip~ '3,1-II ',.6,.! l ~ F-w / B \_\ c:,f . '!> /11., rl F' I u..;;,.,. w a..o ro t>4. (l qMm ~-\.)!;)--P,J I~ p~tJ/ 'T '~)2-0 ~.: ...... J4'.,c1A-1- ~!.&, t ~ ....... ~, -(' -6L:,OO tt... I I::::--_ - ~l,.I 61-r-/ T----~ ~ 4 ':) CL:' \ 6, (.:, 'o I '6~ T-=-c..-=. lo'o/LrD l~. . --. --.. ·-. . ~ ... --~:--······ -·-·-:1 . : -. -.. :- . ·-·-,·-···-:--;-, ' . : ~ :.=::.:: .. --·---:---·--·---·--.-+-------··-------. ··--···i·----·· , I ---··--·------·1,···. ··----· ·------------.-.--4------··------J I --------- -----;-· -· ---------_____ :_+-------·---·-·-· NOWAK-MEULMESTER & ASSOCIATES--~------..:_: ___ · -. i . ------------·j·------· STRUCTURALAND-CIVILENGINEERS-----·-···-j---------. ---. ··-. .-. --,7-··.··--------·-·:·---... -1· -.•• :·:·.··--.. ·.---.--1-,-·--· ········, ----·· ---· ,_....,.,.,. .... _____ ..,... ____ ..,......,. __ ,.... _____ ..,,....,.....,. _________________________ ~----- :.!~~DATE \Of.'.'1 ::_fROJECT:_-(' .t:1../1.:·":_ I~:: .~:J.. ~ ~8_-·-~:·-~·:-~~:~----~--:::-_::-'~----_:----~~~~~~;~Ff-I=-~~-:·=-:=--= •-=f~ • i ---j-··---··-·· ----~---··-···-···--·-·--~,-.---------------·JOB.NO.·-----------------·. _. J-------------------------------------------------------------------------------------------------------·-·· ------------·------------···----------·-·-----·---------------------------····----------·,--.---------·------------··· ------·------··---· --·-· -·--t::,.-,,,Tif-1• r·;At=·--cu ·;·--"F'~-·· (2.---.---·· ·· 1j.,J"C""t;:i,c,~------. --~ . 1'-,11 .. ::J..... _;ta;'!'t,. ____ .... -·-· --t...~ .... ""I--·-·····-···-------1--·-·--·----·----··---------. --·-----·-·· ·--.. -···------------------·--·-· ---------·---·----------. --------. · ... -----. ' .. --·-------·-----~-----·------·--·-·----------------··-··---·--· -. --- -------------------------, _____ _ -"' ~· ·---· ___ -------.. ----... . . . ..:?5~=Am"--~~ i---~tit P,..."f1::-12:.. . . . . . -----·-·· ·------------------------··-·· ··-------------·-------... ---- .. ·_:::::·. :~..:: h,..J~'f-S 16 ~:=~---:~.:=:=-:-:=~==·=.:-~~~-:~::~-:-· .: ·--·----~_---:- ,.... ..... _._ ..... 111. =-------... -\ -1--·-·-·--. -_ . ___ .. _____ .--..... t L __ . . \~Cl. . · ··-----------------------,----'--------······---·-·· ------·----·----------·------------. -·--· .. -... ····----; --··-------· J ··-----.. -· -·· 1 . -... -. ·- . ---1·-· ··-· . ----. -· ----- I~ #:··A--\=~L-------··· ".!'t=)? ---.. ~;;;;,c:... __ :. -!'1---e ____ ~----e, w .. ___ ~-5:J .. t;; ~r::;,, .. -_·:Fiif,~:~i.~~~x"~~i"'~~-ti"J~----- .-P~-~;~-~~~:~{~i.-;i~=i~:e-..6~-·_l·t~f_~---. _· _·_ ··-·---. -'_,_.·________ . ___ ----···------... -----... -·-------,-··· . ---. - ·--· --:--------·• 1 . I•·····--·-·-----· ·-r·--··-,····-·----: .. •• .... ---; .•..• ---..•. ·-·-. -: -···1 .•.•. ---' . ·-' ···--:--;-_:=~~;:_~=--i-~: :=f ~~~~=~-f__L~·~:-·-k ::}~ -~ :-: t~~-: : ( i:/ -: ;, [+-;: :L ~ ~ ~~::r •---,---- ·--.l-. . . . -. "' -.---·-. ___ ; ___ ._,_·_·-:-:-:~-+-------·· _____ :_! _______ ,. ______ ! jl,1 .,.::·1•;_1·:1.,~. ·;.' 1 i ----+;~-----;_.; : --~-+J l~ ~-~---· ____ ----~-_/_ ---_:. ·-·.: ------~ 1--,·: -· : -!--: __ ;_\;· !------: -~--:.-!-~~-H~--:-+'.·+r-:--,+--: : ~----_:-: _~_ :--! · -· t -~ • ~-~ ---------.... -. -·---·· ·,-... --~---~-~----··-·~·-·::.-:·~~--~-:~---~ ••• r--·-··· i NOWAK-MEULMESTER & ASSOCIATES Title : CRC Lots 47 & 48 Job# : 97-044 Dsgnr: P. Feath Date: NOV 3,1997 Description ...• Retaining wall panels at loading dock • CANTILEVERED RETAINING WALL DESIGN Page 1 of2 I GENERAL I [SOIL DATA I Retained Height = 5.00 ft Allow Soil Bearing = 2,000.0psf Wall height above retained soil = 0.50 ft Equivalent Fluid Pressure Method Slope Behind Wall = 0.00: 1 Active Soil Pressure -Heel Side = 38.0psf Height of Soil over Toe = 7.00in Active Soil Pressure-Toe Side = 38.0pcf Passive Pressure = 300.0pcf Soil Density = 120.00 pcf Water table height over heel = 0.0ft I FOOTING DATA I I SLIDING DATA I Toe Width -, 1.50ft Friction Factor@ Footing & Soil = 0.350 Heel Width = 1.75 ..• neglect ht. for passive = 0.00in Total Footing Width = ~.25 Footing Thickness = 12.00 in Lateral Sliding Force = 636.4 less Passive Pressure Force = 376.0lbs I KEY DATA I less Friction Force = 627.41bs Distance from Toe = 0.00 ft Added Restraint Force Required 0.0lbs = Width = 0.00in Depth = 0.00 in / FOOTING DESIGN RES UL TS I fc = 3,000 psi Minimum Footing Rebar Options ...••• Fy = 60,000 psi Toe Side ...... Heel Side .... Minimum As% = 0.0018 Rebar Cover@ Top = 2.00 in Not req'd Not req'd • Rebar·cover@ Bottom = 3.00 in Mu< S * Fr Mu< S * Fr Toe Heel ACI Factored Sc,,il Pressure = 1,262 282 psf Mu' : From Upward Loads = 1,250 0 ft-# Mu' : From Downward Loads = 347 616 ft-# Mu: Used For Design = 904 616 ft-# Actual One-Way Shear = 6.48 9.9? psi Key Reinforcement: Not Req'd = Mu<S*Fr Allowable One-Way Shear = 93.11 93.11 psi I DESIGN SUMMARY I Total Bearing -Load = 1,792 lbs Summary of Stem Section Designs .... ... resultant ecc. = 4.12in Top: 8 in Cone, #4@18.00 in@Cntr, From 5.5 ft to 0.0 ft Soil Pressure @ Toe = 901 <= 2,000 psf Soil Pressure @ Heel = .202 <= 2,000 psf ACI Factored Press@T6e = 1,262 psf ACI Factored Press @ Heel = 282 psf Footing Shear@Toe = 6.5 <= 93.1 psi Footing Shear@ Heel = 10.0 <= 93.1 psi '' WALL STABILITY RATIOS Overturning Stability Ratio 2.11 Sliding Ratio Ratio = 1.58 • RetainPro V4.0a (c) 1989-96 ElilER"CACC- NOWAK-MEULMESTER & ASSOCIATES Title : CRC Lots 47 & 48 Job# : 97-044 Dsgnt: P. Feath Date: NOV 3,1997 Description .... Retaining wall panels at loading dock • __________ ......_ __ C_A_N_T_I_LE_V_E_R_E_D_R_ET_A_I._N_IN_G_W_A_L_L_·D-E_S_IG_N _________ P_ag-e-20-,2-- I SUMMARY OF OVERTURNING & RESISTING FORC~S & MOMENTS Item Heel Active Pressure· Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Foottng Load Axial Dead Load on Stem ioe Active Pressure Soil Over To~ Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions Footing Weight Key Weight Vert. Component Added Lateral Load Load @ Stem Above Soil . TOTALS = = = = = = = = = = = = = = = ..... OVERTURNING ...•. Force lbs 684.0 -47.6 . 636.4 Distance Moment ft ft-# 2:00 1,3'68.0 0.53 -25.1 O.T.M. = 1·,342:9 Vertical component of active pressure NOT used for soil pressure .. ... RESISTING ..... Force Distance Moment lbs ft ft-# 650.0 105.0 550.0 487.5 1,792.5 2.71 0.00 0.75 1.83 1.63 R.M. = 1,760.4 78.8 1,008.3 792.2 • • Toe Surcharge Not Used To Resist Overturning Heel Surcharge Not Vsed To Resist Overturning · Resisting/Overturning Ratio .. 3,639.7 2.71 I STEM CONS!RUCTION & DESIGN . Design at this height above ftg = Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at = = = = Top Stem Stem OK .O.OOft Concrete 8.00in # 4 18.00in Cente • Design Data ·-----------------------------------------fb/FB + fa/Fa Tot~I Force@ Section Moment.,,.Aclual Moment. ..•. Allowable Shear ..... Actual Shear .••.. AUowable Bar Embed ABOVE.Ht. Bar Embed BELOW Ht. Wall Weight Rebar Depth 'd' Masonry Data fm Fs SoUd Grouting Special Inspection • Modular Ratio 'n' Short Term Factor Equiv. Solie! Thick. ·Concrete Data · fc Fy RetainPro V4.0a = = = = = = = = = = = = = = = = = = 0.579 796.5Ibs 1,343.7ft-# 2,321.3ft-# 16.59psi 93.11 psi 12.00in 6.00in 100.0psf 4,90in 3,000psl 60,0P0psi • 8" Cone w/ #4 @ 18.in o/c 7"_,_I ~ Designer select _ 1'-6" 1'-9" ... : all horiz. reinf. ~----,-~,.,_ ---~ 3'-3" • 6" ~·-o· 1·-0" I J 5'-6" • NOWAK-MEULMFSfER & ASSOCIATES STRUCTURAL ENGINEERS 5830 Oberlin Drive, Suite 200 San Diego, California 92121-· .(~1.9) 455-6_681 L.A.~12.,.~.J. At-lN--'f1E.\S · 'Sv,1..D1~~ .~ ti A V -ZIC. ~ z.= .~ \ := I, 0 '.i?...w . . . :. 0=-.18'& ~ l\ r, 5 l.,=' -.-, W4 I \,Jg i-----=----1 -N -3 ., ~ Le~et.. -i=='t.E><.t~t.£ 'P1"7,i.! · ''?JM .. · W1 = [1.-(21'2-') · + 2.(2-% + 2. J( 9/izj( 1s~f] W1..:: • 163> [ .-z.o;, 1.1z.') + i(i~ ..}-·z") C ,f) J -==- ... ::· FAX: (619) 453.3947 S~EET NO. L \ JOB NO. . -· <.. -, ..... - --(pt,' t. .. "- v~,:z.1,_ : <'2.4,\ Ii. . ,, '2 4 , I It. '( \\ e~ \1c1.fr. lb/ fr. OF __ W-o::: ,l~~ C ol,:tB){\.4o)+ 1z.( • ..,z)(\AO)t-a ( Zv/z. +~)~\ W4 .~. , 18 [. 2-0(,Z.,){\S8}~1Z e,·;z)(JS~+. 'ZL V~ t4)( l~) +91] ~ 1 o,4 I!:, /-R: . . . . I' - 1 ~~-~ lb/tr. ____ _ w~ ,b_: ---e>?iC rtoC~ +-(~z,4-4)(1~;+'1) J .,:::; ~?.>Z lb/fr · . ----· ~. . . . ------· -----· . -----.. --~ -·-.. . \ . ~-T:-:-~:-~-._1: :-:---~-: : ~----:--:---:··-.. ·.· ·. _--=--:_ -: __ :::: _.-·.-·---~F: • ••• .. -•· -. :::1/j_\~\ ._ f_gf~~TER&ASSOCIATES ·· #j 4\ ~ 6830 Oberlin r;:>rive, Suite 200 _ -· ___ ._ . San Diego, California 92121 · · (619) 466-6681 FAX: (619) 453-3947 · BY -p~ ·· DATE ·· SHEET NO. OF · JOB NO. l-=============================================-=-=.:..:..:..::.:.=:=:::=::=====· .... , ~\.~ \ WS.~t" Of !.=A-s-r. 19f ~~ =. I.cl, ,2,. /2.4-z.. ::-• ~ 1 .I\ \l.. \ {- L\ ~ ~ · :; . J.1. =-• '1-Z.'i \J..\t l.-1,-J~ :i 4 1-ltJC; 4,'i \/r1,--. ,oe,-; \,ti .. L.,~e: \ t s 1st C. ::. j ,l, k. T c:.-c. -= 1 , l I, • \'i1 ~l"I~ As-.o-;, ~,,,_ !.. \ tJ E o (. '1° ,'S ----·------.. I .. -.. . · 1--· ------------• • ~--• • • • • 4 .. ' . . ~,., -. . ~ . . -. .. . . -. . . -··· --·· ---• -..-.--v -· . ~ . --~-: ~-lf-. . . . NOWAK-MEULME.STER & AsSOCIATES --~~'/• J STRUCTURALENGINEERS · · · 6830 Oberlin Drive, Suite 200 -· _ : _ .. · · · San Diego, California 92121 ·· · · (619) ~55-6681 FAX: (619) 463-3947 • ~ ..... . . "D~~$ '-\ u ~ A « ~ °'"',,.;. O'f 2 t-irrr-rri · · "f L 11.J e !3 o:.,jj~ Of L-\ I...\~ F° :iZ-T1-½-Cf l,..'IN IZ. 'f. ,'1 j ovir-t.,f H N e,r2,:. +-Cf L\iJE" 11 ?; Sov-ri+ Pf j e.S.~~t-1 ',.I e. f',.. ~ 6 '5Er'..v~ j! .. t,.J ~ 4" ~- S,~iW e.w ,_, ~e:. ~Eiw~ !.,>--lr: H ~HEET NO. l-3 . OF __ _ JOB NO. VJ =-.. \2.1 \'-,{ \}J_:!. ,~':& ~\f .JJ, :: , er z "'--t ,c '1J ~ • ·oeA \"'\+ ,J :: .-0'19 • ?.,,t.., f" Z'?,,o It- .-, \Lo • 3'\ v.... L-1,.J.e ~ · @.. ,z., ~ i_.\ 14~ e e ;, L.1142" r; CB ";,1 ··----. .!..J • ! --·-:.····---------··--·· "_ ... ··.···· '-----···-' --····-· ·-· .. -·---· ·-· --·:-i -. ·---·---·-·· ·, ' ------------. . -··-· -·····---·-------------... -. . ----:· -··:1 --. . ... .. . . . . . . . . ·. · .. :· -·· '. .. ~-~-~--.-:-~~~-:~--~:::·:·-:··:~:·::· ·:· ~:. ::~ ::~-=--·:.·~::: ... : .:. .... -~-· ... _: :: __ :_:.~_-_: _:_. -_-,. _··· _:· .·. _.· _·_. :_· ~--_----~-_:_::._·--~--.'.··--1 -•• ··-··-·------···---'---···· j --· -·. ~ ..... : ' •• ·h--. . --· - . . -~-··----- • ~• I ; ___ ;_J •• .. ---1.~· -~-~ . NOWAg:-MEULMESTER & ASSOCIATES . -· r , -STRUCTURAL ENGINEERS -· ·· · 6830 Oberlin Drive, Suite 200 . ~ 4\ Sen Diego, Celifo!nie 92121 : . (619) 456-6681 FAX: (619) 453-3947 · PROJECT___,~=--·=--=Lei-:;;..:...._4.._1:....;'"--'4=E::>_-_. ____ . ~!i~ET --~o. · C 4 · oF _-_._--: __ ·:~~- JOB NO, . -~ --... - '2.4---< L,,,o' -0 t{I 0 M~z.z. U:.-v1:1-- ~ ~f --" .)-;:, } j j,~ t,J, ::: .I~$ [ '1Z(:~1.i:s') + 2.(4')l10 + z.(1s.~ -""1) (cf)] =-~ U;,Jf:: 0:z.:::: • 1~-.; C. 112.C~1,s')+ZC4)C. -r-'; + 11,'5-1){1')J = \S4z. l!,Jf. 0-o =: .1e~c. ~o(?>'7,i:;"')+ 2( {10:,')+ C, ,t:;-·4')( '1.+c..)J-= ;;1ei !h/~ w1 . .:: ,1e-::, c: ?;i,;, (;1,'5) + "c'.A)l'.1i-:z;,') + USi5-"1J( 4')1 ~-~ie,'lb/fu Wt;::: .1e,3c.·41$(';"7,~ +-z.(A)l\l·r), ~,'S ·AJC'l+t~):]= -~45 11,Jf. ' ~--C ~-c--:"'\ ' ,.,/,.t·-c __ ...... _. (t .... f.'!' ~c~ +1· ~.., '=--t:R!n (bf f-l,,.,/c.,. ::;: ,f~:;, ..,.._., :, ,f5; ""i "-1.!'"i/ !-.,_,_. '1°'" ,,:__~•? ~I l 1!70),.J ~-~,... Sovffl: a.t~~ ~ . .. . . .. . ... ··--·· C$J~ ~-l-11J~. t,,ti rf. W~r c,'f ?>. rJ --.... --~-. ------···----e A~. '7f. .. t:.1...1 e ~ · . . . .. . .Jr .. -o:.:_· . 11.,_'7 .tf._ .. : -· .. :~--.... : ___ · ........ ·. ~-:··-~-::...:::. ..... --~. _: ·:·. _. _· __ .•. --.... ~\ll~-~----. : .:-·:·: ~:~: -~--~-=~~~~:~:: .. ~~~~ ~:·~-~~~::~:==·~~-~~ ·:! t~.:~~:.:~-~~~:-~:-~. =~--~~~-~-:~:~~~~-;.; ·\..iur· ~-.4 .i. ~ · .. :~·: -r~ c. ·--. · -\ v, "J· U,;·---------·-· --·· ==· oJ· i.i, · · --· · · :·-:·-~ 1..:::1 ~-.;J • , . . . . . .. .• . . . . . ... ,-.-,1 H"'n. . --···- l..HJI; p ·t "'$. . .. ,-~C.. !:, . e,-,e,__(~,-.. --: . ----~:·:. : .,,_ \ 1-l ~ 2 • 1 r::;, = foz:::,c;:, l~, ' ...... : . ' F°p --1 e 3i;o l!::-, • .-:.-1~--~:. YJ·-.: ..... NOWAK-MEULMESTER & ASSOCIATES ---• -'/-J -·-•· STRUCTURAL ENGINEERS · -· · · ' ·· ·--· 6830 Oberlin Drive, Suite 200 •.. . ~\ '\-: :: · S~n Di_ego; Celi~ornia 921_21_ · . _ (619) ~66-6681 ... : f~: (619) 463-3947· · · I========================================== ... -; SHEET NO. ~ '5' . --·I L,,., ~ a -(!? F, e, 1-.i~~ ""' e 1:>, ~ 5, ,;: -:;4, ~c::;::, ·{1>, Fe;, -:. I I oe,o lb, h::, c IO C(t.-,c, l ~. Q F . fu ::: . ~6'?0 (1:,... t;;~,--1..1,)~-!;,7"" S~ ~ {....1We' t> ,t ~cvr~ ~r-f . , o-' ..-i.1-. fl!. .d-~vn~ ci:: F ,:_ l"J ,,_,,, I • l • '1 • l ,-;;;, tJ on-1"11 ~F ~ ~ f S o·.ri+ q:: i:. ,-4 L(iJE' ~,-f -. .) C..1.J~ ':, .r. 4,'5 L..1/J!: ~ ti" ,s L,..1 J(: Z,4 t A 6 \.-1 ut= D l-\i.lti r-\;. ,,.! ~ r,'$ @. :ii JOB NO. J 1S 4'i0 r,f vJ. --'.,oopl.f ,JJ. :: '711 f(f Jt:J-::: ,Z\? ptf ·./J-= '??,sf{(. -r~e-= °if>1'¢ ,~. j==C = -; \ vo ti::>, 1 ::::.c..--=-l~o-5 l':,, qt,co lb, ,z.o . ~ '70 \ I;>, ~.::!.'i~ lb. l-1.~\ e: r. "S ,t;; 4 I'$ r...1 p.l(: C. .~ ce. ~ ~e-· 700s \b t. liJ \::' t,. F-o • . :'2. q;i.,o \I:,. fo -=--"1 ~o {(:,, OF __ -_. _···· ·- '. ·······-. . ···-· .. , ... --·· --~-· ~----. --1-·-......... -·------ •• u ·---·---·-----.--···· ·---• ··-----·-·· --· ·---·--' ' ----·-------· -· -. -" ---... .; __ .. ---···--. -.... ···-· -... -· --------= ---.. __ ... _ -. -··---· . ..: ___________ ,. ___ , ___ ; ____ , .. ------·-.. ------···-·-·. --.. -. ..: ·--. --.. _____ :_!. ··------~-----.. - ,_ .. , ....... ~-----· --,•-• .... ------------·-·-· -.. -· --· ---.. - I POOR QUALITY ORIGINAL S --------___ ,_, ·-------·---··--·l --___ .,. _____ -···-·--·----. ::._ :_ :_ -:-. !·-:. ·-· .. -~-,-·-<-···· ---... ----7-.-----··. -·-. -.... 1 --. -·---r . ' l------···---. --; -----·--· .· --·--· ··-... : -"'-. --.-•-.--•.. --.·-+ 1 .-.... -, ------.--.--. ---,---.-~ -.~ •••• -.--..• _-_-__ -N_O_W_A_K ___ ME_UL_,_MES __ ___cT_E_R_&_A_S,_S_O_C_IA_TE_S ____ --:-.-. --·--:---.--· .. ----._-._-.. _-. __ -. -.. ----_ ---.-j . ; '.' --~ =:~ .. =~:.:._--:--·---· ---·-r-· ~-··-STRUCTUR;"L AND Cl~IL ENGIN~E~ .. ·--~---,:·--r--~·· ::_: .. -·--· -~--·-: --·-· -·····-----·--··--·:-·-· • : . .!· -·· ... ...1- ------:-- • ~-~!~E.~.!.: 19'~?~ ~R?JE~· ·= 4AA :: . Lm: .11 ~ ~~ :·-~-~-.-.~ ·. --.... -. :·· ~ :·:·~~--:--:-~-::: ~~-=~~ ~~-~:-~~-;~~;f :~k_/)~ ~ :~~ ····---··---.. ·-··. ·. -'> -, -----·--..... --· -·-···. t:2·-·--·'-.. ,,-,-_,:.--·I r.t:-11 . --...... -.r'".-! I) 11...t:> '-"-' 1.::1:, ___ l;..1---.. • ·•--•-----••·•-•• • • ._ _____ • ' • I ----· -------·-. -:---'. ___ · ----. :-i··---·----····-----·· .. :_ -·· ·-· . . } -----------------·---.. -----------· ________ i ______ , __ --·-·--.. ··----·--·- --------·- -·-··---. --. --. -. ----- •. ---.. .. . -· ..,.....l ··• __ ·_: .. _ ...... ~--:_ ......... _. ~· : 1 e,,s;~"· \ -~.:.·. --·- ------~------. -. ··-... ----------·------····---------, I -.--·----__________ .. ____ _ .. , .. ----·-. ·-·---·, -· . -------·-----·------·-;----------··-·-··· ,-~-··-·· ~----·-··-·--··-- I ·----·--.... -. ··--t" . -. -.. ···-~~ :.-= .. =-~=-·· .. :'] ---·-· -----·--·--I ·---- ------· .. -... -... · :-·-~--... --.-·~·-J .-1e.:zt,~:·3 .. , __ ····--~· ........ ""'· f.~~I?~::·_· -_,. .. _ -. -----c ------_--· . ,.. ..... . ··--· -j .. .. ..... . -o --··· .... ,--7---· .. --·-··--.. -····· , ......... ·--·-·· -·-~ --·· · ---·· ·--·-1 --·.··-·· · ---·------11· • --~_,;;.;.:._ ___ _.,:~-'-4' -··-· -·-···-----··-··-'. ___ · ........ --.J' i~·.o ~ ·-·s··· ... ·-.. --· .... --·-........ I '. !--.. ---•..,·---~IL-~------.. ·--·· -.... ··-.. '--i --,------... , ..... ' . . -· ---. .. . . ' It' . ~--··-,_ .. -··, ;;_--·-· -... -,_ .... J..~ -·· .5[..1-. . . . ··-·--·-. ·-··-···---·--·-J~ -·-/.'-. -... !2,\ 4 \..' .. . .. ·--.. -,:;--~,01:~_ -:.-~:.··.·--· .... ..::l-. . ··1 --··-·-.. _ .. _ ...• < ·-r ~ .. ___ .J .. . -t-\· -~ en~--~ ·er --- -.. A .. -A:.s--'F3.-, ... H ...... -·."3 __ ---· --· - ~f-·-Lt:fJrt.: -. 'FL-E'<.! 0LS:-°t?ll't"f p.:l.k..-,M --· '!iJ,~··:~·~~.s.·c:20(1;~~.~--!-i(,z~{+~')(q) j':~-\\.~\:··p.lt~.···-· ·;JJ .:.~-=-·-;, ~-:i-c··1 11 (-.i:2c.•'-. +: ,, t ,":11-J.'7 '\ ( 01 \·c1.:,1>'\-f--.-_··:~::.--\·;;;;;;~·1·"i-= .. :~---·-------· ·-,z. ., · -i,-;,_-;;,) .-{_ 7,Z,...,)..,i\Z.J ,J.JJ .... ···-·'f-,... ··- .. w ":' ie~~c:,;l-1·2.1\ +·ilv..,)· -¼.A.'(,··~··~·.·:··: ··-.-·.·1·e,;::·tf'~-· ... : .. -... 'b ,. -. 72, 7 J I 00 ~ _i . •· · -..... -i-f' . ------. -. . ··: ... ~·.:·:~1::.·=·:~·:.=;]~~:.~~~,.~~ .j~j~~~~,~~~~( .;~)(!~~\ + ~~'¥:i"ir~~f~~=~~-\~~~~fl~:-~·-:~·~~:-=:-~-- ----·-·: .. · _:·: .. ~~~_:;~ ~:1.~~-~~ \~-(-:;~~~~I~~-:L~--~~ ~~°?'-1~}-+.._~~~.f~;l~_]:9f :1=~:;;~7. LC>_-'f ~. ·~:=. -~·~--~ __ --·-· .. )~t::_~.:::-::~-~-s-:,--~·----'.-----(-----. ---!---------~;-, ·,· -,. :,: ::· • ~I>: i_--.·-~ 1 :==_;~;;~:f . . -·'---:-·: ; . ' ; : '. ; .: =Ii : •··.·---· -~=:·! ·,:-L_. : ~~ .. =-·_:.' ~~<_-·-__: J.·: .. ~~-:·~.-:.,:_ .:-._-.. ·-:·-·1·.;./_."":·:, _.;_· ~:~-'-·-'·--'-----'---'---- -· -·--'-, · '. .. : : : : . -h,~-"·:-r··--~---,-·---~-~ : . 1 : ~-M·!-f . ; -+~=_;~:~;~~·:;~. : -~~i: -~1-·:·;~J:'.~ -. . . _ _:_: j -~ ~~~~+-.:~~--,-~:-;-: t :j~:-:.::-~~~~J ~~~-=-i--~+i • •• ••, : • • -• i ' I .. ~.~->-·--> ···-+ : ... -·--·-----· ... !-. :· :_-:-.:..--:_:.=-_:_:·~t:. . -: -, .... --·-.-i --.----. -·-·~ ! ; -,-----,. ---< • --t l ' ! -------· ·--~---'---------..-;..--------:-,,----:----:--·----,---,--·-;--------------:------·---,--i--------,----.. -J ----.--..... ··-NOWAK-MEULMESTER & ASSOCIATES -! · · · · ..... · _ ........ ! .. --·-.. ..:_L·----···-------·'·-·~--·---. . ··-·--·--: ........ : ........ ___ .: .. -·---···--· --.. ···--·-:·-··· --·--l--: .. ---'-:-·-·-· --·+-7's· ·--·-·-. --·: -. . ....... IT~t,JCTURAL AND,qVIL .fcN(lltl~E~S .. ··----~·:·-·-----;·-·--·--· ------· ··-........ ______ .. _ .. _ ,---_ ----~-1. -:-.·.'.°'J:7-BYM:.DATE \0/,11~ROJECT· -:-:·--· c..a;,e-t.or ·-4:J .t$:48·-: · ...... !.: ·-·--·· ···---·---+-·---·---· -SHEET NO.J£1:..0F.::..:::... '.:::~: •;;~-~-.-~ -~--'.··~ ·--:·,_~-.-.!___.--.·;·--. _·-............. : ~: · ... ···-........... : .. ·-_·: _ .. --. ···-·· ·.· .. · ·-_ ···-·.:· ·:···-··-... -~.~~~~o~·--. · ... --··----· -.!=~.:: ..... __ . . .·---------------..... . ·----· -........ ---·-· ---------·-.. -...... --. ------·-· -··-----·-· -.. - -. --' .:~ :_ ~ :. __ :_·~. t-l::..C;;. --::.::::w1_' ~ v1..1-~·_-:-.-::. -~-:· · · -~:-· · ............. ------·-. ·-··-· · . ·-' ---·-. -- ·-:~-. ~: ··· .:::_ ~~;~:;=~-~--~·:~l~~E:i·.:::-:,i. : ~::.::·· ---c· {..:'.:..i ·.:.. ... .::.~.·: ·· ·· -_ _.:::.::,·. ·· ~.:~:;.··2~~1£·--:::::...·._.::_--.· -· -· ~:.::.:: .. ~ · ···-·--···----. --·. r.1.&.1---,.-----· \.. . .. -·-. q.---1::;,ff.,"( ~-.. 1. ':::'1.P --···. . . ..... -..... 'JJ -·~-.. x. L{-·-----.. . . . . --· ... . . ... ... -·· ~-_:· ~--:::, _:::·.::·: .:-~·.·.::.:·:-.~---(/J~~~':'!_~=I-~-~-~. f_ LI~€" S . 1 . -....•. _ .... ·< .. _ .'1tt.-:::.. ,-7.:1 f tf ....... _· : ··-------:--~·:_ :: =- ---••••••---' •n-••·-------.'-•••·--••-•·-·--••• •• .. · • • ·····-·-"---··-··11' t=·· ....... ··· -. -·--=~~ -~ 1-· -,. f;..lE?S,;'··-14 ,;,_----··---· ------· . ...,MD"'-:V.:>-.----i.;.,i;;;;,1 l,V::;.t:,\,.I ---· .• G ;.o T~·c:----.. 7 \ ti,'.1---1!,·-·--·--·-··--/1rr,.;,_, .. ,:. · • \ er · · ··-· · -··--.... . ' -. ·--·-' ·----------· .. . .. -.. -. ---·-------.-·-. .. .. .... . --'.2.G -.., ,.. l.1f..le5 =:,·;--5 . . -. ... 0 ,--~ r.:--> .. -. • . 't . -r.-=:-.c..._:; __ . i.0..~5: .. J!f.~--~·-·---·· ~-~. -_ _-~· . ·.-··-:-:-·-'--:--:- L f• 1·~-t5 c..· ·· r-·· --;-· .... ~ •. r.:.;.. -.:::J• ~ l.1t:.r1t~-==--&: ·· H . ---·-·----·-------------------·-- ---··----·--------· . . & -u.). . t, I n.E·ll,.!il ·ct---1 . ~.. . · I trJ. ,:-'\ . .... , 1_. ,..._ d::r--~if 'f A,'5 -~-.0.1..=: \OC'o p1.f /"?. •• ~ k. N c,!. n~ . =f.' :a /1_···-· ::.:_ :...~J 1:...:E:_ .. _ \q $ f ~.f ~-, ... ,. , ... ~ _ ........ ...,,;:,_ '-'1--·· SoJn+ 6f 3 .. 7 . · .. : __ .. ,JJ. ~···· .. t:,o I f {.f •J . \J···~· .. 1-.P\1 \{Z . · 'N o,~.:r'\½. Cf _·. s~r.i+ .. ~ _L.1"-11: ... ~ \,. . ..... o .. -f ;.+ ____ .. JL::. · .. :.9.'5 .. -f!f .. .. .-.. CHetV..J$ .. _:...._. -_i.~:rha=Wk! ·-.A. e.-_A., s ..... i e:.·r0tt·1-.1, . A PS ~ ~, " °3LrTl-')°£:"e}j: 6,1 4° J+_ .. -: ...... ,...:: ·. PE-T.::-v.tfW.: .~ . I+.. t . .J ..... V L:~ \\.~ ptf . r~.9:-: _::.:: _ .. ~4~~J~=·-· ·_· __ --r~ c... ·-==-z1,c,_U::;,:. .-· -r-:: .. ·-::1,:c·.-=· ,. ,, !2._, 0 I I -• · •· A·-~A /, a '!;,.._VI. . IP, ......... •l"'t"&.'li!. • i::;;.>"J 11~ ... t&-........... . j. • Y'. ... I ............. __ _ . ··-·· ·-------·-__ , -'--·· ··-~ --·-·-·------~ -----·-·---·---·---·---=--···'-----·-·· -· -------. - •-----•'.•--,-·•-----' '. •: ~--I < '.--=--•-••----•·-•'-,_ •• ,_ -·--•-• •• •• • ' ·------:----: .... ;_~ ~~1~i~i;~~i~f ~~~~-~~~f ~~it~~;1-.~--:---~~-=----{~---~-F -: , , ---.--,------· ·· .-· -·-r t...uJ~JLe: z. ,,s -·----·· ,--,---·--J , -• -· f.i· · --. 1?~·rz:,-o-· ----· : · .------. ·---,·--·· · · .................. , ... ,..... :•Et :.:-j .-:~ii1~i;:!J r~r-~~;f ~h=:~·~'-~~b·· .• >·. ~~~-1~1~F~~~J~:·:l~==:=-~-:r ·- i : . ' ··--···· -···--·-·-----· ,-·---······-· --·--··----------- , • • j -· -·--.-l "" ..., I • . • • . • --• • -• • . -. ----.. ~ -.. --·------· . -~------~-~ :-' . .... ; 1--.. ..... __. . -. . ----.. . . . ----. ---·,.··-·:---·--··--··------:·-·---·-···-----· -':' -----0 -... --... ! ·----· ... . -. --. ' . --.. ---··---___ ,_ ________ _ ' -. --------- -----·---' : I. . '·----------·-···---···-~~ ---+------· -----------!-· ····------· --NOWAK-MEULMESTER ~ ASSOCIATES------.. --- ·---------·--· i. ·-·---.... ·-· : · ·· --· .. · ·· \ ·· · · -STRUCTURAL AND CIVIL ENGINEERS · -· · · . · ···• ---·-· · · ----·· -----· -· _____ .. ··----t··-·------------...... ··-·------------,--.. ··-··-----. ·-..-·· ·····--·---.··. ·-........ ,.. _____________ ,. __ , _________ _ ~~-BY~DAT_:~_"'._~-f~:~:··_·_½~ ~-:.· .. ~ .f.;7~_:'.'·~-~---~---' _.·--_~·:·.: -.. -~---.--~ _··<---~------~-----~--:::-::-~·~_?~~~--- .. ------. ~ . . ' . - . ----r1·----~ .... 3 -- . \'I_ -----... --·-. -· .. 9 ~ L .. . . . .. . -·--<· . . . . ---· --... ·iq,u,k. ... ~~ ... --. . .. --.. -. . .. -·-. .-. -~ .. . ~ ,_5 ~ . . -----~ - 3-·: ... ---,...._ ---*-__ -._ ~~--_-_-::-:-~-: ~-~ _...: __ L ____ -__ --_____ ..;... __ -_ .-.. -. _-------__ -__ .-,C8:I----'--' ---Jc::::......IL.· ~· ----· -<; , .. --......... - . --~·:. ~~-. -_·)· ~---~ : _:_-~ ~~~-~~ -~~=~--~-:.-.-'---__ . -___ · .· ---~~--------------·:-.:~-:~·-:=--~~~ --., _____ ,. ___ ... '--~--·------·-· . --------_.;_ . . ... --.. --5---__ · __ ·_ .. _. _____ : __ ·_ --__ -_-_-__ ._ ... ___________ -_-_ ----t . . ... ----·--·-· -··-·· .. -. ----------~-··-----------···-··--·. .--~-- ' . ~--------~~--:. · ~:,--'5-t.)-~~ ._ ~-: 1 "'.., -_ -:5~' ' ... ,io' ... . . . ::.r· -··-.::I . -. . ..:I· .. '..-.!~.~~-:-~-:~-~-~----i~~ }_ ;~--~-:~------~ ·; --; _ ··· AF:.-...... · -·- .. ... . . . . "Jt·-~-_. 1es c_ z.1e(~1.,C:?) +. zl~~1c-o') ~ .c.,~6 ... (':>l.4) :i t-J,., ~ 0i:::: WA,~ ..... -· -J -__ . . . -. . , ,e.-r:, c ·.ttoL-::.·-r,s') 4-4(1007 .;-Q-::,,':i-4J(ct; :J ~;;;·c""·;o&;~:~\ + ·;z;-~:;:~,:~-(~:·;~~---~~D(~'; -.J .::l ... N ··--·· . . . --.... -----. t\l. ~-~---.. -. G ::: en o f~P. se,e.fl+ '31.,:,~ e\f- ie:,i:s plf 4'DZ flf =- = -- . ! i --.. . ---• -_,._ ---• • .. -.. _:-::~:~~~== :--.---:· ·=-L--. :===---:-.= ___ ._ ~-=~-: .-:.·=-:..=~----i . .:..:·: -~ :·.: . ...... ----· i ... --------: ----~ -----..... ..... _ -·----____ ..... I-· ...... -·--·---·--. :. -~--~-: .. ~-- ---,_, -· -------~ • • I -----'l'"---·--··----· ,.,_ t···· -···-NOWAK-MEULMESTER&.ASSOCIATES-'.·-··----... -."'. ' ·_·· ... T _ ···_·_:_··-:-··_· i_· I_" ', ! .... -----··---·!--·--STRUCTURAL AND CIVIL ENGINEERS • ; < - -·-· ----··--:--·· 1. ·:. ~-:~ i-__ -BY-~-------D-A-TE_/_O)p..,... ......... fR_O,...JECT----.:.."""'(!-tU,,---11__ .......... k[:-.-.. _-...,--7-/..,....'ft..-8,--_.-. --.. -.--.,_-. __ -___ -... -;_-.... --.-. -----------... ,-:. __ -__ -_-_-___ -_ -SH_E_ET_r_o-.~---_ --0-F;_---------- _ .. _:__ ... ---'.--· · ____ · ,' 1 .. 1=--·-___________ L_ ___ · ____ · ___ · ---. : ---··-·. --· ·---------···-----·--· ••••· -····--····· JOB NO:·-........ ---·-... ··-··-·· -<:·---,- ----· ·----- =--· :~~-~ ~~~::~~-:)_. t;.-\~_s::-~-~~~c·e:~~-::.-::· .. ;.~: -~-·::.~::_ Pd.?.._---~ 1f?vv. ~~-.-. -------------·· ..... ·· r...-1~.r-·· ":I.. ~---··a.-~ r,--· i ·· -· · -=-·-::: · · · 1-v-4t:1·c, 1~------····-a···---~--·-t..-. .;,.i:::, ____ ..., --· -·-,·····-··----10 ... ---. .. --···---·--··--·--·· ·--.. ··'--L-· ,. __ -r.:::.-----· -· ___ _. ··-· · ·· r:. ·-i:=·-· .., .&"" 11 · .. ---------------·-______ ,. 11-l c; ___ '?, __ i.:, _____ 'g 1:1 .. -------_ _ . .. 1::-d. .. _ --. . ·I Z :i:O . C?... :_-_-:._~---~. --------~:.:..=:..:: :;...: t.:hJ e_:_ ~ e_;..:..~:-E:_: __ _:__:_-_:. __ ... :. ___ :_. P° d.~---. _ Z11 too I b-- -~---1·11Je'--'?··,:::"J·,-· --~-~---~--.::=· -,,z.e.,. {'-------···· --·-·--·--------·--·----- .. "' -. -~.---r,,;;,.. n _. __ .;,L,,,rc,_ ~ . -... -----! ---. .... • ... -----. ::-.---~:·~-==-=~-::. :·:-:-:: =~--~-~t::. t..11.l ~ --+-t;-.:_ ·o .. tr · .. -··· -t.· ; ,· -..• ,l.·-.o . ,:,-··--·. -··-·-, .... \:) "1c:;.. -.. - ~ I t:l.~ A:€-:-:~ F" -.: .. ... - _. . ..z:-4,;c,·" lb· .. I e, l -u:s \ &. ::. ··- l,-, o~:t;,. 16 .... -·-· ·--· -----·-----·--------------·--------··------·--·-·-........... -·---... ------·---·· ·-·. ---· ---····-··----· ··-•..... --·· --·-- ·---··· :.·.,~.: .... ~ t.-1,..ie--· .. 5. ~--:· l;···· - -·----·--·-. -·------- {' ----·-·c.\'-1.....z;~----,----:-~r.:nv6=\J·· A..-,:,--;.-r.r1 _ . i.-•wv.:;,, ••.•. p... .. /':"-1::J i:1_ ..-1.. ~-r ,...i) ei.:t.J ~ 'i3 ,1 tf._ t:, o~;.Jv----'JJ t::i J-~ yJZ.,~i i· : ... ·. ·, .. ~:,; . -J-.1,. : d • - . -·····--··------·--:·· -1 ........... ,1----~-->---- t.-1~,e: ~,, -@.. 4-. t-l~t: p (£" -;.,f; · t...n.Jtr Q ca·. ~ .:s. '2-::Z..,Z(;)~ fl ·······. ~-V _"':) ~;c;,, .. ·-·· -----· ·· ---~-J-::-_--z.-r.;;l.--~t.f · ·----·-·--·--· · ------·· ·- . 1.JJ ::. i 'o? flf '1 .l -= LP I? pl f 0J -= L#o~ f { f ·,..-¢·c·:.:·--"3'7\'1-u~~-------··- T== C _-;; -r~ c:-- JI ~ ~. I };i I ·-·-'f D -; __ .. /~. 'k.,-z::::?._ Ii::,, __ ... --.. S' I f:,O lb \'1 ~" (b, \ ~ I 4-?;, t1~1 ·-·· ·----------·--·-·-·-·-·· ---·--------· -·--·-·--... ·-. ·- ... -. ·----_.,_. ' ' . . -[ -. ---------------------··------------ ------.... ---· -.. .,, .. .. . . . ... ... ··-·-· -· --... . • • . J --, .. _ --•• ' .... ·-----·----.. ·. ' -! . -····-. ··-· ------·-··-·-· -··-·-·-.... ·•. ·--.•. _ __,_, __ _ .:. ... ------·-· ........ ;-.:···-------··,-· .-!-·-----· .:_ .. -NOWAK-MEULMESTER & ASSOCIATES. · ---------~-- . ; 1 • . . •• · --·--·--· · --;~ •· · ·-· ·······1 • ·-··· .. ,.... STRUCTURALANDCIVILENGINEERS · ··-·· · · .. --Oo --.--•·--·-· -··-.---;-------:---: ____ , .. ,., •• • ----------:--O•• ··-> •• 0 0 ;.• • • •• • , ~ -•, , ... , T ---··--,---•-••••-•••••-'"-• -•••• -- --------! - .... ---· ··----~-... ; I : -·-----·-·· --. ------------------t---------------.---·-... ------·---·· ·-·-···--·--···-·-...... -. -·--. -···---··· .. ·-·---·· .. -··· ..... ---· . ··· · ·--·--·-········,·csH==£tZw·~·t:~·-·-:-::·~·iJ··--·······-·-;-·Lft-t-··· ·· ·:····~s··:..·-~~-:-e ··· ;:./).-· --···---·· · -·· ·~:. . ~:_~·:__~~ .. :~~-.: ··~:~::;:._~-=::~:=~=~~~.'-=~-=.~~=~:=:=-C:--~~~~\P~ ~ Pi;.,~--~:· :~~;tt~~~~.:~-i=-fr ~\)~ -··-· -··-·-·-··"· et==t?atA · · · Li.r.JG·e-·g·s----···-'it·· · · · · · ·--· ·· · · · · · · · ···· · · ... ···· · . . ........ ----• -.. . ... -··· ..... -... .. •· l'"C. .. . . -. . . . .. ---. -------- \ . -·~:::·.----:· ·==-~::: ·=--=·ps~··,,B'?)'\7vJ. ~~-~~~-··· --·--·--;-·---··· ----·---··--··-··--··--··-· ·-·--zq . -· -·. ~· --.... ; -~ -:-_ .. , _·-·:-~J~~~ \-;~(-~~~·«o::.t .~) ~·= :-1~,z.-,?.2 ~~-·--·-.: .:.·~~. -~:·.-~_.··~-. -·~. ----. f2} ____ ... ··. --\ -----~:;~~Jt;~~~t~~~X'.~~-c~~')~;.:;:~~5=--··· .... -• ~------·-----~ ____ :_ __ ~ .... ..... ·;~j --·----.. ,_ --· .. -. ·---·--------. · -~~ ···:~~~~--~;z:_?:.~~-._1:· --·-.·.-·t~·-··-· · ·f;j =· ~-·bbi..'5. ' ~ l~z. /2£71'-.ic f<-cG-~012c-..; . -. ... --"$ T):> I . ttC0 tr_ ·-·-~--. ~----· ·--· -------··· ,., .... -- ·t)s;' ~{.c, ~ ~s, ~,, . . (I·, .. . -. i="· LA-e. l D V; W/-s,...o, -:+eoJ~ -~ \ A01c. .•. ~--· ~-2 ~ -~-··· ...... - H~-== \~4 l 4;;,,;~C:z.,f) +. el:tf ,'i)) :~LI\ ·e:.. ol.w ~ fh:-.... ~ . . -. . . , . T-. -. -· ~I M,~Y.L.'~: 2':"11.if,_ .. -· .. ·:A~~-. ~\,\-(.1.,Z,) --= ~.1c:s \1'!~ .... -"~ --.. ~ -~:_· f o_ rfl~~ . - i ·--.... ..,. .. --.- .... ------------·-------·------····-··-·--·-~-·-·--··· ---... ----···-'----,-.----··.:..-·-"' ·-... : --.. -· l • ~ • {)sz.,.#4, e1 e/ .. ./ #=!.r@, rel-lH ~/-$n:, ~ -... :-- , -· ; .. I. \~.'5 . ! -. '----· ---·--·-----·-. .. . . -. --. . ----. . ---·· ··----..··· -----...... .__ .... ·-... -·---·· ·--·-.. -- I I ' ~~-· • _,:::-~·:--:-==:--=--= ----f-·---------NOWAK-MEULMESTER & ASSOCIATES. -... -. ------····----------1---·--:··--···-;-····;·---··---·-·---; --·--·--·snucrURALANDCIVILENGINEERS'. · · · · .. --· ---·-· ---·-·-·--·!-i • --.-·---; -·-·-·-------·---!-·--·-... -··· __ ................ -c ... --••• H • .,. -·--····r· --.. ·----. -·····.: --·-· ......... ··----. -.. .. ·-.. -... . ---·-----------1---~ ..... ..;...--,,-_.;.---_:..--..;.... _____ ....,......,....,.--,.----------------------=··-,_ -~ BY~DA;E~,o/'~_!~OJECT-~ -; . · ~ : . -----. 1 _ .--~~~=::_:~:_:_: ::_:·--~-_-:_·~~.:~:·_ ~=-:~-~~--· _--· .:..~.H~:: ~~-~~ .. _ .. ?.~----.-. ___ _ .:..._ _ ____ '... '. '_· ~-----1 ·------;. -·------·--'·------··---··--····-----· ·· ···-----···-----•-----·---·-·-·JoBNO.·-······-.. ---.. · ...... ---• ---·---·-• -.! .• -• . . --·-------------------·---'-';-- . ---~: -~ t1~ ~-·;_ ---~8-~"1S l Vf)' +-,: :1~, €>Li_;,'$')-.½-;-:.E.>(1.4,s)) . ==· . \OO'?Ji..;.fu·_-.... -~--: __ :_ ... ---_--_-: -~ -_· _ .. -~--. --- ~~ -~t~~,:-£:~-=----· _ :~-=i.:::i.]~~'m-____ :· -: -~-'°-~-~~~(-_ ~~1:1,f': __ _ -··· --· ·--.. ·-------·· .. -----·----·----·------··-----· . . -------··-··----• ··--·· • -··-. . i 1 ., -~ A ... L-1,-.11:;_3_ ... 1'-.. 'i'O 'D~5 . ::· ~ __ .:~ __ ,-_:---:..:.~:::::·~ i fi--Je-..:..~ e>·=:. f; S ro·_. Gl ·~:: .. ---· : ... -~, \Si: ~-_:--_ . . . . .... --....... --... -· --·--.. . . . --., -~le- ' I _I _· -~·.;·-,-i+,uL"·--~-~-: _._ · : -··:~--.. · ----- ---:-__ -R·-.=-:--·ei~, z. ll. --_-_-------_----.---: ~--·----------... ~ .. _ -----4 u.:: .·-re-·---~------\'5,':> -· --· ·----__ .. ---· ....... f;.=-: .. q:~v~_-_--.. ----_ ... __ .· _______ -______ --.. ---.... 11, -. > . . --"It- .. ~~:"!·-·\·;4(:4~i1~--+-1-iA+ ,t.,') = \o\ l4-l3,'=> : .•. · -. -.A~:~gz~·~_.,-e{1_~')ui:l6°X64,B. -~ ~.e,\~ \B1 .. Ef'-- bl.El'-1'C1'----r.r3 ~'b. USS" #='t., (2.. ~~ e ,er·_ 14 1 t: v ri-&A , J A+-1 . . --·-·.-r··---·--·--·----· i· . ···-· --,-...... .. . -.... -... ---~ -• ·-......... ._ .... ·-· .... . -/'-~--------------------·-----·----·------·--·--·--·---------·---.. -·-.. ·--. . ' . . ... ,. -·-. -.. . . -----~_:··-. ~ ·5L-o;:;,.--s~_--·i.;,we: ei.-i.:·· 2. .. s'.-ro-:-t;· __ ·:-. .-~--··· __ .-. :-,--. _J_ ····, T :··:·r· -: -·--··-· _t_ .. 2 •• ; •• ;_. -· ··-......... _ ' ..,_ ~:--:·~-~=·: r;'{(~~:,7: +-w,"1 ;-1{,~ ~~\ef\ ~ :-: -: · · -. . .. '>. .. = ·1 ----· .. ·j --. . -4 1 '. ' . ! . . . . i . •• --~~>fil.~ .. ~ :~~~~~-~ .... · ... :. I -----··-·--·--··. j--··-·--·---·· --i .. ·-' . - -~-• . • --1 ----------...•. --------' ·-·---. __ , ______ --·-·· -·-··-----:----...... -·-·-. ----· . --· -..... :... ' I • • -·--------1 ----• -----· • ·-... ~ ·-·--------------------------------------,-------------~:·.·:=::.= ·--·-------·--·-···-~-----·--. NOWAK-MEULMESTER&ASSOCIATES. -... ----..... .. .. . ... _: . --~===·:-:-·· ··_· .. -t --·-··-... ·--.··--;.-·. --·· ... ·-.. ·-.:· . -... STRUCTU~~AND_CJ:VIL ENGINEERS.·· ............ · .. · ... · .. _ ···-·· .. ___ · -_'. -_ ·-·. __ -___ .. i ~ ~y~~: trya1 i~':'~!''.'2::/\_:_J -~-4'.1 '.': . .$'l'.::·-= __ ::~: ·-_ :. ,:. : :: ~:.::.:=-::t·~0_F ~ ': · -:-----.-. ~ ···tt rJJEIItt·~?-2_:-If ;~!;~,;tf t·~~:0:t!f ~0 ;.·~_;;_;-·_--_-_- . _,,_ ·----· ,_,._.__ __ , __ ~------·---------~--.. --_____ ., ____ ---------·------------------. .---------··--·-----------::. · -·· ... =:= _-.... : u=-:.: ~-·\·-~A~--(-=~-;;.:·.·; i. 7a\ -,~-~ 0:-,. 1·1 ~;:,!!'· ,.:·--1·4·; f..i ( i~~~'·) -· -=-··: X1--,,-1·· ·.-\ --~~-~~-. .-:--:· ::· ·::_ : _-_-_·_ .. ·· ·:.-:.. --'-.. l:"'I~ • .,. ... Ta, 1._·1;. r.".' 1. ~; ..,i r.. c1.1; .... 7. '-. \I--.. _ ·----.... -·-·--·----------------=-··------·· -·-__ . -------···---------· --. --------.. -... .... .. ·-· ·'··:··-0.1 'I->~-~--;· I.\'\.~ ~ .. ~-/·:···· . a·..,-. . ... -'17 . --··· -... ·-· .. -· .... . . _ -··· . ---~--'""""'""~':'-\--~--,-~-!':::!'~-;,I---· v, v._ ___ Tt)_ i;,1 I.. .. . -· · · · · ·· r · · (,_.)--· ---· ·-· · · -··· -· · ---~:~·= ~ -· _ --·_·-·:--~err."itie4~~--~:.~-~--~-· _____ ·_ ~ --. ~~ . · ·· --__ --· . -_ ·. · · .. ----ii~. i ~ > · -------------------------- . ·:~R= . :_-..;x & ~: ·--~ . . ---· --· ... w.:-___ ~_. ,-··--· ---. __ --,--·:-·: F~:;~i: __ :_:1;,-~~=-~~~:-~~---.: __ ·::-.--__ --~-----~. :·_· -·--· ····--. _---···.:·-,·;-;· ·l·· .. ~,~·:j..·j--·,-_--··: -:'\··'l'2-··: --~ ·.· ll .-:-:·~---···-· ... --~-I~---,..4_~-,z.=·-?-_1--LL+.:_.!t.L4.J ... ·--~.EL_, __ ·--- . .. . . A ---~if f·· ~--50·,15 L. · · · · · ·-• • •• •• ·• -.. C,,J \ c.,. · • f I , I . ... . . . . --· .. ,-·-··· -,.t! ,>·---~ 1..:.--.11r. 1,r:::,1!,.., fh, (:'",· ,li'':1· '~.-.·. • • . -: • c,o .. ... 't .; ' 0 .......... I'-., rr<,;. ,F-.., t;; ..!:1 ...... j,... • .;......,. __ ....,_ ___ ~--·-... : .. \ 2, I . ' u -se # t.,, c;.. 1 e/ ·J -· ~v {2~ 1 e? ¥'. w/ ~m. l-tco1l M·ii ~--1.4[ ~:,s ,-;')(2{) f I Ii 1 (I~.~) + ·_H~L :=·-\-.~--. ~~ b. ~L .... , h ,/ft,_' Jv.t...w , .. : .. . I • I --··------····--··---·-······ ·----··· ........ -····· .. . F'u,"1<<-'~ ~1!,.Jt'L : Ae,c M1f1z.,\ . = :2.t.·b,.,_ . . ·-•..• ·:-·-··--... : ... , I e°j ~ , 8Lw_ . . ()~e; L:, ~le, £ .)#16 -----. -. . . -... ---·· ... . . . ---------· -.. _j .. -------.... -.. -i ·--.. -' ... -----.. -. -. -. ~ --------- .. . ; ~---i1.,.i,~· -'3···· · L;·~:··_-3 .'. ,i~ -~-·-· ·· '~~----.-----------· --·-.. ·:~-------~-r·_-_.-----~-~:-~·~·-:-,---~~---····-~·-·· ··-:-· ... .. . . . -.. -···" .. ____ J14. -. -~ ... ___ + 3'-+i,~ , .... \t;~ -·. "-....... ---. ' .. -........ : . .. . . . . . : ... ; . i . , /4~; [[c/;,. =,~.~ ~ vl ~= ie~) •-' 1 e,1 ~-1~.'5 -! ---··-· #=t;e1et I~·· w/ ~ro. ~~ -·-·----. --~ .... -------' . . l -----· ·-------___ ;_ -=-·:_--~=---·r-· .-.-:----=--:---+. -···· ~ -· ...... .. -· -• ' ' '. • • I . . i . . --.•• -·-··--:---·----•. ~ ...... :--••.. --·---•...• i H• 4 -> ,--I -------..-----•• ------H -.-- ---... -···----.. ··--~----··· ·····--·--··"' ¼·· .• ·---··---··· . --. -.. . . --:r"'-.J·,o Ii·'..: -.. I , \ i!...f ,;,·· t:, et,· I-···· ...-.k:_ . --. -·-\ ·· J{ ... ..r.:..,,, V.1 n., .. 1--· N t"t .=::.,-\ '1 .' . . . . ........ --·-·. -------.... -.. -· .. -... ------· ---. -. . -. ~ ·--.. : _· ~-~-~--~! ~~ ... fi·~-(~ ___ 1 __ qc1~~?)) -~ (p-"}_ o ~~:-½~: .. ~:---=--- ~:•~-;_-~:-:· ___ :-~·: .f~~-~i~~~-~l~~?~~-_·_ ~-~ =:_ --~ j;~~ --- • · 12.· \ ·!'S,S \1'. • I • I • ~ • :·;·~---~:·-:-_--'.-~ ·_ . ----i .--·-· ----' ;_ .... ··-----·-·-·!-··.··--·-------~--4-.-----------------~! . _______ j _ _____ ,.:._;_ ~-------------------------------------------------------------- ·····- ___ ,_ __ _ • 1 • • . 'SQJ.i-i-.A·. -· ' I • -~---~ 5 -:-t-Jc . ;;5,. 1"'2' .. t 1 ~ -I"· A . · · ,S . .. .I: 15 t:I -'"'I .. l'"O ~~·e;·---:·. t.,;;n .. ~s:-~ s·t-r:·-tt f:3'5 ·· ·. 1..1~.r-_ B 4 ::-:., ~ .· c-· ·-·,;;r-~g,·· . ~__... _______ '.J . .. \ 0 11 Pt':1--lei.-S:. ' ·-----·-----.----··-··---·-··· -.. --' --\ ,11 ~'n~----·-_ ...... -____ , · ·· ------------ --~: __ ~·:....:·~~-;~-~J~~,=-~~-=°'A-M~----::... ____ _ .......... ··-V ~-=:., __ !. 1--:-\£'. ~--........ Ii:;;-_ . ... ... . . .... ... l· .... ... ·-..... ~ -----1'.> ___ .. --.... --~ ____ :__ .: .... (,(>all -.. . -,. .. -------- . --· --··-----·-----·---. --·----·· ---------··-__ .. --·----· -·----,' -~ .. -----··--· ------------------·---------------- --·---.----·-·--·. -+--·-· __ :-===-·-------~ .. :__ : : :-; :-+-!--------------~------------.--.------:---------------1 ---~--~1 -------····----~ ! . __ ,; ________ ... --··---,--!----------- =-~-::-=-===-·-__ -_-_-'-+-=-------. -_-___ -_-__ ...;'-:------. --~--:::-N=o=w=A-:-:K=--=-ME-=ULMESTER & ASSOCIATES~! ---,-----=:=--=c: .=·-. = .. ::_::~_:_ __ _:::~--_-___ ....,; ____________ STR __ ugl;J~l:_A.~_I?_C_iVI _ _!::~N~~lEERS" :+: ; . '. :--.-_---;-----------~=-·-...::.::-.=. ------' . ·----·-- ·-.-, .... -~ .,.~---~=-;· ., .. ---'. .... - --t,J_~'$'L.·~~----·------·-·-··-··-: ... -----·····-. . • I .. · ·-• · "";LI· · c; --a::.··--· crf..l ~-D·--· -----·-·· -···· ·· -. ···--i---.tL ~-.:;..,___ .--· I,;___ --······· .. ... ··- .. ~-_-i;;.1/i{'_:ih~:~.----~~~~~ .-. ~-.· .. 'f~-~~: j o-~-r It-:.:.: __ - ... --k. .----·-'--------.. ----·-------·--·-!"'~ :. __ I, e-1=5 .. --·---. ---~:.:.:.:.-;:.~-;:.-,:-:.:.:.~----'-~---------------·--------\_"2-, i . u·i...i··-;:::;-:t-'..-·. -r-:;--~;-· !':: .. • 1:1 ._ I 1 • :, .... ~.t,,l •.... ---· ----------~------------·-------- . r,. ,_ · ·/, r,{ 1~ ·w~c:·tie,~r-::::~~--~~:~=:···_· ····-··---·-·----.f ·····--···-··-. -. -··---------·-··-·-------··--- of)·t-t lri,r;) (),.)-: · .vi ~li1 (-(l~~«i-~~:·_-.;,~z.i-:::.::=~=--::-: .:-· --· ... .. .. . .. ; ~ , ..... ~ I t;o ~ '\ L1., "'-:::-1'1 ,s-' r.>-1' 'L ·-·-. I t .... -~----..... ·-----..... ·----···----• .... ~;,:,_ 1 'I r,,J .. _ .•. _ l :"'. 11, .... r,lP-Jf..1. ·---·----·-·. ~-~·-.:-.:~.=-: .. ·. --= :::,··~ ----~-1·~--. 11 '·J-~ .. : -... ·-=-~~-~~;~~-6l--.. :~:~~~--==--=-~-=---~---:·: .. ·~-.. _ .. · ____________ 1;;2,:./ ··---~-i;:;.,_Jo. ~.c.A:-'..-__ . Dr'\, .... ___ t?. __ 1_ ··-----------·---·---. · .... : -. ·--.... · ·----+ r-r-k_&; · I "l. 11 I tea lh-l-'rA-C. .. \o ,t.. ··-==-· ·; o,:; ?-c, -k .. ·-·--··-----·· : ·· -· · · · --·--_ ..... ---------··----!-·-..... ---. -·_---.1~----------------------. \ i'. ____ . ..:::-::::-.~.: ...... ·=----·-------------·---- ~-~-~-:.\/,1: :·.t;{"'2-.ffa:.~orr=E .. -A"~J..-__ y=. _qcs;1.. \~ -.Q:~::: --~=----,-·-·----:.i ... ~----------·,·_--_----.. . ........ -·---··--i---·---·--:... __ . ~-'i::.-.. . . . .......... ... '·---·--------:· ·-·--,·---·---·---·--·-·---·--.......... . :---···-··---·----i -, _. .. _ ............. -----·-· ------. ·-··--· .... ;----· .·-··· .---,-,-·,,----·--··--·. :··----.-·· ···-·-···----'--·-·---·i);,\··'e:;'~---·--·-·· 1.i:5-~--5 ( 1· '? --~--) t.r··-.;;.;·'i"o.1-:? r--=-------·---n~-~----~----------· '. --· ·----.... -·-.. _, __ ---··\-----· ----_'_f -·-'·· -·_. J._ .... ,....,. ____ 1.h--'_-___ .. __ ·_ . .. •""°-. ";'"·~-----~:_:~-.:...~=-_;=-~~:-=:= .. :.·.~:::.:-=: .. -• ..., -..l -· ···-·-------~ • ~ -·· --· ••• -- • • ' ' . • I : l ' ' ----·, • \ 11 • : < • : • •: I . 1-/-:--.-·--,'-----·-··---:=-::· __ 1-·.:..:; · = · -· ·,_ / · -:-.--------· ·-··-··;--·----·---· ·· -· U"SE. --ti,¼ · -rtt·1e41-~ttJ~~--,--w1:~---:---:-··---:------··-···· . -· · --- dt~iJ~ • ~~-•~· :=:~~~~: =+---~i;:¥4i~~m1~~r~-JJ:J: ,...,__ ... J '·,7-;-··:·-f--::-·-n-l~-:----,..--:-:··:1·-c--:-,. ;;-----·-··1 ··r·, 7 , . ; +; ,--H . , , , 1 , , : , , , , : . , , , . , .. , -·,-,--"f··/·, _:__ ~~-~t;-A*f~_1If? ;bt.51:Y:"IJ e?.St:!. Yz:-')J -=:::=_:4z.f.~ .::.:t!.11-~ _.:_J_:~_LL..).-1...1.....:.....:.-:_. L_.:._..;_..:__/ .. ..: _: _ _; ___ ~ .. : .. .LL: LJ •. ··JI i .. ·---~~ ..... ·_I __ H __ ., ______ • ___ : _____ ._J_· ·----·~ 1_· •. ' • .,!. 1_!_' ·_, _____ :I\ I I I !J_...;-1.J71--+--i :_; ·~--1-·-·'-·-1 :_;:_!'I I :..: ...... ~-.:.-=-j .. '1))-j" ~--L-·, -p"'-1-:-A-·· :-:l :·--,· . ..: ~.., \" -i.. +)-.; .. ; ---~--.! -· -~-: . ..f ..;.~....;-i-++-1·~-f--++ ~-7-1-1-½-1 .. .:...+..\ ·½+½-H· : ...... ri..t"'l<,1; ... .'.CT\,,!._.. a.J,._,. ________ l-llti:S._. ··--I.V .. l--'i ··---,-• . 1 \~ f:!!.··• ::.;( 4'-l-·-··-lt=~ -; \·~e-----·---··· -· ................ •-' .. 1 . : __ ;_~ .: .. ..: .. J .. '. • ..'. l ___ .:_.~--------:...;_,: ___________ :.~.L~----· ~-~-::::_:.......:.7.-.'-'~-"-'--~/T. ;.,,,,:,L, .,:.:-.. ; .... ...'. .. : .. _ ... :_~---.. : .. L.; " .. -~ _:_:i,: . ---1-~ ( fi. -···-··-"'-------~--· fl .. ':· ~ . .. -i I ; •• -.I,:~~:----:_~-~~;~~:_.~,,-~~-]-_:_. :. ·:_ ~.· -:· ~. :· i -· ·-~. -I 1-·; ! -!_; : • j ! ' I • • -' ·-• • J : I : . : ... "'°'-•••--·-·H----, -·-------· ,---·--u----~ ~-O ----· ------·---·------·---.-----,.-----·---···-·-----··----------·--- • NOWAK-MEULMESTl;R & ASSOCIATES == WOOD DIAPHRAGM DEFLECTION== . Version 2;00 (7/97 . ASSUMPTIONS : blocked diaphragm uniformly nailed common wire nai!s ·only DIAPHRAGM: Diaphragm width Diaphragm length (span) Maximum shear due to design loads in the directie>n bei11g considered CHORDS.: Area oJ chord cross section Elastic modulus of chords Seasoned Lum~er ?(Y/N) Sum of individual chord-splice slip values on both sides of the diaphraQm, each multiplied by its distance to the nearest suppQrt ails? (6,8, 1 O) Spacing of nails? nail. deformation PLYWOOD: Struc. I Plywood? (Y/N) Plywood Nominal Thickness Effective thickness of plywood for shear Nominal Modulus of rigidity of plywood Interior or Exterior Glue? (1/E) Modified Modl.11.u~ of rigidity of plywood TABLE 23-~-J (values for exterior glue) Struct1.1ral I 90000 Struc;:tural II 60000 Exterior C-C & D-D 90000 9/16-20/0 3/8-24/0 : 15/13&1/2-32/16 19/32&5/8-42/20 23/32&3/4-48/24 All other C-C & 0-0 50000 PROJECT: CRC Lots 47 & 48 LOCATION: Loading Dock Door Panel JOBNO: 97-044 10/27/97 based on 1994 UBC Volume 3 --Standard 23-2 272.0 ft 140.0 ft 243.0 plf 0.88 in"2 29000000 psi N l,....\\, 10:26:06 (b) (L) (v) (A) (E) 0 (sum(delta*X)) 10 d 6 in 0.023 in (en) y 0.5 in 0.535 in (t) 90000 from chart below e 90000 psi (G) L __________ __...l 'flii:rl ,,,,; ~L-t>4'l -DEFLECTION = 0.84 in -:. \ ., f:>"f 11 t-1 1 ...,t , I I ,I • • :: ... 1, ~ . --~~\r~-NOWAK-MEUI...ME.STER & ASSOCIATES STRUCTUR.ALENGINEERS . 5830 Oberlin Orive, Suite 200 San Diego, California 92121 (6·19) 456_-~681 .. ~--fAX: (619_) 453-3947 ' ~~~~;-~-=--~ ~~T~-\ 0/ 1::J . PRO~ECT .4{zi._ -~ 414 4 B··· .... _ .. :. ·_ ..... -. ~_HE~-~~-: .F°i: ·:::· _-~F-_: . -__ -~~= -------,--------'----'---------------_.._-·_· ... JOB NQ... . . . . f. i., ~-~ oA·"l""i"c,.,j .. ~~(:$ ~ . . . 1e?,{~~ Fect'1tJ~~ ~ '?El2-f~OiW....Af~ ~ 0,1,,1,), ~, . , · ~ A', w-= ('S!#/z.,}(1,z.~ri.,') +-i:>-O(o/,-z-)C 1i:;o') =-?i84 117/ k ~e~'~ ~rr t;; !1~ -:: J.&}' · v;t::o Y'SG' 'i'-c>'4 w,Q~ "/. !~11 . -~,-,rr.· .. ~ ' vJ/ ~_t¼:5 11:>f~ ta,~. ~~ .....; -s/ A ke=rl~ z::~ ~::: (b"?(,zj (rz..-\-tL:>) + ~D( o/t1-;(1tS6) = :'ee2.· ~\f 2-'-o"' F1t2, ~ ·I -i?..,, .;.__, -c::.~ t !(.. r '" .-,.. .... ., "' • , ~~s;_ "2€Q.'o .. -:;:: '::i-Sit _ == i1. t, tr._ --~ C-J .i::?, ~-f ,Le.:," '5~u~ foo-r,~--A= "?o-'"'-'5··.f;:.. -P1=1-~-::: '5',<-1 "- f ~ .· CS-5,\·..\-~.6:,1 _ -.. ·---. ~-.. ·;~. ·· ~-v.. · · __ ·---~------_. 'Tr, · ___......., ............ ...,. -· ,z I CO L.-1', · :i;..:..... •· · .. • --· ·-· . 'SO,Z.'? . . ··. ... . .: .... -... ------·· ··-... -! .... --~ -::_: _:-··: :._: :--:·· ---~_:·_~~~:.-··; ;_i~-: c~~:{~~ ~~ {;-,-i~1.15.¾~::i·-:-~-4--,s~: ii:-~.:-:··:.-:~~~-~:~-~---~-~::_:: -: -~-:-~-~~-- • · • · · · • ·. d ~'\o.~ ,~ ~ff.,;.:t~') · ~4~:; ~: 1'.o A~;~ 1:4~~01-··· -, ~1-1 ~ == • ~ I 1 /J.,s ~ .a \..q D \f\ -i. • • NOWAK-M:801.MESTER & ASSOCl.AT.Fs STRUCTIJRAL ENGINEERS 5839 Oberlin Drive, Suite 200 San Diego, California 92121 (619) 455-6681 ···-· _f~: (6!9) 453.3947 . : · ·- BY f'~ · DATE · lg/~ 'f · PROJECT. 4c. krzt 4h.~d=4.f=> ..... ~==========:;:::=::::::::============::::::::::::===::::::::::==::::::::::============-.:...:JO:..:B:..:_N:_:O:...:. =============.' ··-·- "W-i S~~ S,vJ. · ¢Mvi --'if>,e> ~~n- Ase 1,9$ "in't. SV-- tl-h:c.u.. 'S1~kf"'"" ~ d.,-:: \ \.5 \r.. ~~~ re, wicr1-r-= J'. .. 01--1 • bo = (i '2--'"" I,\. '5 °')(4'") -:: 94 i" J"i:: ·t,i:.n(-t)( '7,f5Z -\,.,,t.."") -= bt,et, ll.. ,J" = ,e.S(4')jf7 .bod-:::. \ B~ .. 1 "-~ ' 1,.. 1 1 1 .A. "~'f d. :1! ·'.:' ;.':) == :-;-1."1 fri 1~i s ;.,._er t sQt..:)A-1~ A-=-s,;;,, f1. ?frc1~ lP,t-It. A,')::. ~.+½i-;;::. 1.0 ~f ~ . fr 1~., . H"\-==-1,95 C.1-=)( &;ii=$)( &:Sn'%:.,~) ( t;nc;;~) ':% t?, (,,1 k.k. Tr'ZA( 1s11 F'm-i. ; ~ tf--.::. , lv1 1 A-sr --1, v 1 , .... l'lz ray v ~ 'S ~ w . Af:> == \, ~ v, 11'1. ¢t,4 r, :=, B1, '6 tL. -+r /2!i........ '&H~Z..-01L ~r i~· L1 ut:: ~ ~ IZ-oOf . i:?tJ1..y , ~1.-~i: A ~ SU,~ 6 -Prri~-= "i1 ,,i \t.. 1 · A~ 12cG1·0 ~~ -~V>--,.wf-i..· · ~ ~fr~~y · t5Lol'._ SQuAr1£ F.~~c.1 __ ;4_~_Z'?-f~ . ·. ~ :·.·--~ .. "Pfrl:i =: · "4-.(p9 "-..... ·-1,..~ :_ i.:.~.Q ~~-f_. -~--. ·----~--~-~--: · <-· ..... :~ _· __ . -·_ ·'. ·:::-". .<· =-~~-~~ M~ = 1,sc:i(t.\(s)( 5f:..)C~> ~ -4B,.4 iw-fr-. :··-·· d.::: fo, S v, ,A-z.~vM'=" a...-:: Lo ~re: \.-01 ~1'1'% ~ ~--• ·S / A~ r ~ I, c;,,f 'i-n 2-. • • • NOWAK-MEULMFSTER & ASSOCIATES STRUCTURAL ENGINEERS - 6830 Oberlin Drive, Suite 200 San Diego, California 92121 (619) 465-6681 __ . _ ... _. -· F~~ t619l 4:53.3947 PROJECT_._ .. ....;:Q.J=~-'·. -=...,lc,r~._-. _,4_']'""", /"'---1....,Z!,=-____ · _·_· ·_· _· ~~~~-~~:·-· f i ..... ~F· .... • -----,1 ' ' -··'" JOB NO. ______ _ u~ · ~ 1-011 $ ~~ · · t:.<f I '5 t1 .. ~/JC- _ w/ -4 ~'5 s,w, Ce') Lil-le_ :, -~ q' Mc-z:-z.. ou:>(i ~ $. o'-o.:i s. ~ ? ,,,.. ~ j:=: q 1. ~ 1'- /J.;.rzr:r. [Zt="c;:.\b =-48, G fr z.. . TP...'{ 7 !,.. 0 11 ~IIH"~ ?r,-p, = 4'.'6 ~ Ir --z..o !£.-sf_ ... _~·_· ~ M ku~ i.-s'::( z.)( 1,vs') (,·~lz-")(~·';..'=='/4 J -:;: 11~~1 k~t-: .. d -::: 1 o,i:::, 1ti-'G1.J t:._-:=. C. :J.,::-..L.,7 ,. :> •. ,_1:-~'-, 1.,..rt-y (jj· Mr; : l ?2-, L, ~-./r /2Y- .J t.J. :::. \, '>~{,~) ( 7, '2-? 'Z--t,(l1(,.,'Z.) == \ "5 \ k.. qt, Jri-::. \e,77,1 "-~ ·~, ,,,....;< A k ~ ,, ··~ .~i:!;>, ~ ·._..>. \_ .a. \I p... 1;..e:; ;z.£ ~ 'b -::: n. '=> -Z-. --r e.,.J -r · 1 'SGl • i ~ y --2. k.~f ~,(_ M~ --~ .. ~(2.-J ( ~,?l"?}C 4,r~')C 4, S"3/~ ') =-'?Lt:> ~+r- .d ::: i o,·s )"' ~vr-1 rE t,.J=, l, D , A.~ ( ::: • --i 'rr7"%.- 7H-t-iJ A:.-=-. ~4 A"'i.r '?.~ • t.:,e, ~ r1'Z- .:~~~~~ ~-~ ··:~---'TT>,~i : : .. A-~·--.~~~:··:~.:. --~~~~~~-:1?.-_!:f~~-~: -s.~-c..4./ ev · 11..k.l_, · : . --. . -n1;;.'1"-~ f --,. .. \A' .. -.. (.)SS -~L 4 "&Qv ~ Y--1-s. ~ Fc,c,n t..\ G> . i.,v/ ~ .., g. e.uJ, Ce.') . -.. ·--=--. .,.;~ ' __ .. ____ . -------· ,.,_ ---~ . ~. . -• -• ----·---., ,_ ? --· --•• . -·-·-~ -·----· ···-. --i-. .. ---:-·· ----. ! -· -. . . . -... -. ~ ... -. --------. . ·· . · NOW AK-MEULMESTER & ASSOCIATES--,_ .. -. . · ·•· ·· · · · STRUCTURAL AND CIVIL ENGINEERS · -. --· ... l. · . -. · --·-···· • ··-·--··-' -···-, ....!. ----·-·---~-----------;-------···-····· · · ..... : ··-·---· _____ ; __ ... -......... SHEETNO. OF_ •· · · --'. ·····-···-·-..;··-··--··i--··-·--.. JOB NO. .. ·-----..... ····--1------------------------------------------ • -&· t· · .. wA-'U;.·· r"or::m· 1 /_:s ·· .A,,.Jo -'1 -oi.:,.:,,.ss· -··· ·· -·· · · .. · ___ .. ·· · ·----···· · · · rrl::A-e. . .. . . . ........,_, . . . . HOt..O . . . . . .. . . ·-. ... . -,, A"" .O,"' · • 1.-!?," ",;, ="+-.. • r.,.01;1 .. ,4. 1-t,fq !ti'. .. .. ... ___,,.,. . --. ·--·. . . -,..,. ·-· ----.. - -~~'OC·f:·a. ·t...1~:;:J:{ · 7.,$·7ti~'.. · ~----1 O··",,!' ~ · · · -. f&,_ ~ -1.· I • -;;, .. . . --· . . k. 1'i..-== Z~o · · ?w-=--.A.2 1~ k. · · . .. . .:-\-.~ -.... ---------·-. __ ., ----· --· ---· --- , I \ __ ... ' ..;. _.'. -·-" I • • ' • •• • • ~ ~ . -. . . ... ~-~~!: ~~~-~r. ~0 t\ -~ ~ • L- ~ v; = 1 z.. ,; \~ · · A ,f-:--:; , 15 (.., ~ ,.;- ' I-------····, -----· ---··. • .A_.,-~-----v i..i. ,,, , VT~ -r _ ... -· :.e~ta M .. ~,. -' ' I If ':'I '}. A #=° /4 r;) j I -"I , vo-...-vc:-~ pcr ... 6.•,i;,£. ___ .. ____ :-.._r-_.~_._i...-'_. _. _E:4_._s_,o_t:._::_ -. "F; A~ \' t.(oi.:no')(\ I ;,i") ::; ~ 4 \~ It.~{ . . . M~-· · \ s4,z '"'-fr. ·Trkf .. ~ 1~~ t\ '-1:-. . e' -~ ~' et.:r. r . -· .... ------... -·-···------..... --~ . f} ~ o4 (.. 'Pr-::. (.,?+B4:: ,~q Mr..:=.i!'i~ · --~'-~~---·---· ',(-:=. . . . -. ~-.... , __ ""_, _____ ----~~-.. -· .. ··-· --. . ... -. . ' : •·· __ • . . . . -. . ... -------·---------. --. ----. . -. • • j • -• ---• ·---1. ---· . ----. -. -. . . -' .. . . ·· · · ---· · • · ·· · · · · ·· · ·· · · STRUCTURAL AND CIVIL ENGINEERS · -· · · · . : ·· ·-·-·· . . -.... __ ,.. ------~-!-----_ _,,,. .. ____ .... ----... . .... ·--· --------· ·-. ---------------... ~----"----------·--. --··------------- . BY~DATE.l'1'/q-7PROJECT .• C-/Z.C.,. ~ . -... ~--.. : . -.. -. . . .. ... b -·· .. . ... . .. ····---·-··---·-· ........... · SHEETNO.~OF_--_· _ -------.---------····--... ·----• .• · · ... _·-------· ·:-· -___ ; _____________ JOB NO; --··-· · • . -. . ----: ----. ----· . -· --.. ·----. ·--' --.. --·--. --. -··- -· . .. -·------. ----- _1 ___ ·16£.. -~. A .. t.:..I~(:).~ 2.,_c;:n;;:_~----··· .... -0· __ _. __ .;_. ~k.---··:::.:.···. ::.-_ .... · · rt-u.".'.-· ,? C .:;> · ••-• •----··-· • -· -0-··=· 2\l-r-z_ . . - .. \.kt.o~--~------·--·----------·-· .. ---- ------------··--·---------------· --· ---~----·-----·---·--·--····------·· .. -. -------------------··---------·--·-----·- ~\--. ~ ... ";JV,-~ :;.,~-I 4 ~ M~:. \ ?10,:, \t..-h-, · 'T~y-·2.1~ l.t) ~ 'I..· B \ . ..> / e, ~o" (;'i(T"; t-1 (l.. ~ Z.'21'1 ~ ,fr-'/-_:;. ~-I 11 I ~tf.,J.,r, r-1·== 6oz ~'? lt--fu M~-~ ·-1, ttl~oi-.~,--~ 11 4l=-.A .Ji-J \·A·\f-.~~-~-;. -1 c;,.. 7--~' .:alk'?...,, -p;; ::. o k.. Pr= lvt u.. - == ~c:-:,_ 1 _______ -'r--~---~.'.--~-k-~? _____ o~-- -~">C;·VHt --~~-'Z-'1-,.., _ ·--~6--91 zt1 __ :: ) .. :_ ~v --·\ i ~&: :. --· ~ '1 ~. ih ~-· · --~ .. ··_-.. ··_ :::·:-... _·, ·::·==·:··--'7°~(:· f~~-~L:: :~-···:· · ---·--_______ ,/_ ______________ -· 6 ________ ':\'~-----'-·----~--ZJ.'3.~--~ _ . A---------=--·-·- -------·--· ---·-··'------· .. ------···-·----·-·· -----·· ' . -~~ ·---·--_____ : __ .. -· -------,,---"·-·· .. -----· ---·· .. --· . ·--. --------------:-·..: ___________ : ___________________ _ • -• -A••••---• ~ -... 0 -•• -- • . . .. -~. . --..... ; ... . -. ·-----· . t, ·--.. --· .... - ' ' ----------~----. ; . . --NOWAK-MEULMESTER& ASSOCIATES ... -...... , ..... .... -·-·· • · ·' · STRUCTURAL AND CIVIL ENGINEERS . · ·· · · . ' · • ··· · . . . -· --__________ ., ____ ,. ________ ., ____ ----__ .,, ----. __ .. ,_ ······--·~ ··--·-___ ,, __________ --··· .. ·----... • . ·:·. -1-B:-=-. ---~-:-.--.~-A-!~----.-_ :-:. _--------~R-_ ~-,~-:--:-: -:--_-_-_-. _ -_-__ --.. -... -. --.. ---:.---:_-,-_:_-_. ----..... -. ------~---:--_ -~-.-:-.~----~-=--=----:--~H-_E-~-~-?--F-~-0-F-==--- -. . --· . ·. ·--· · .. ---· · .. ---~---·· ---·-... JOB NO; ·--------· •• 1{ =;: v,? k. -·-· ·-. --··· ··------·------... --' --~ ·--. . .__ __ ---·-· --.. ., -. e,J·~ ?.4~r~ . j · 1-k.i·~~-~-!-·: .. :~-:~-~ -· .. -... -'H-~~---i Ver?,):;:_ ·u.-· I _____ : ----- ,_er., ~i::= ·: s,~-,~~k M e:--r-=-\\o~ 4''1' k. h;_ · · · -.,-~.c., -~ Lil-, L,_ "-· }tt,--4 '"D~s-· ~. .. . -~---- JVi -=-.. I ot k. F o.?Tl·N ~ i, Iv{~-= \q "° \i:>-+r. T f'Z.'( ,Z 1 _ t./' \(. TJ I IA) I <? 1 G'x'T, . HP,. ~. if).? { ./1.-:-f.. I ~-=-tL .::{·e, I l<,tE lf4 f. -...... -....... -. . I i'r::. I~-:-' __13,i:s· .. ····-· ··--· , __ _. .. _ t,1_::-~-v=~-.1: -~-6-= ____ ··---·-··--····--· _____ . __________ · __ ··. ________ ·. ___ -·.·: . ·· ... L. :·· ~ -... ____________ ··-------··· __ . -~. --~----1· ,.:;j:t:·z:~~·.:: .... :-d ~~'i<? ~,.: ~-~.,.;AH.-:-.... •~'.;;-~:-.::;;. --~ --: ~:·i~~-::--~-;-_-> . ~ -. -IJ"'1, I'-'. TT, ___ . . . . . (j V . ~, . . . . ,...., ~;;iVM..... . ·---· ..,__ -.. ---.... • •• •• • •• --·----·--·-:--~ ~ ------~ • ···--· •• : -• -• -· -· -~,. ---~ :· • 't :·.-_-~ :: -·M ~ ~ --~~, ·-·:~ T :·:-~=··:~~:. .. ::~~-·;~--~·~:~.-~~ ~=-~-·=-·:~· -~-.:___ . .. .. -·. - ........ -.: :·-· As:r·-'i:::::..::.(ii it.: .. :--1. :~--: ~-:; ..::~ \.. -,~·_.,..,.; .. ~::.~·.:.·A· i-r:~=--~-·-~~tri_ .... -::::--=--:::-:-~.~-: .. -=.. .. : :· .:·:_.-:· ·_ ~--.. -~=-~~= ·=·-:·~--:-=T~:_ .. : ?t~;_-.:-~:~A.=~-s= u, ii-.-;~~-::.-=-~:-f .,.,.-~=~·:1.:---: ~~ ~-:-.:-=-_--=·-;;1-·"G' &---~.: .. ~:.::~. ~:.;: - .••• -. ~ ~-'. •. ; -~:~-~i::-f f ;~=== ,--=~ .--:-. '. ~~~L'i~i;\i£~?~1:~ .:~~-~- : . .. -. . ~J/ 'iJi' -~=-;: . . !Pjl.-V 6°) ' ' .. ----· -· . --... --• ~-• ···--. -· . ! . . . -. ·-, ~-·--·· -. --. .. ----_______ , ... NOWAK-MEULMES·TER"& ASSOCIATES -~ .... ------.... -. ' : · · ·· ·· • · ...... ---· · · · · ---...... · ·-1····---·--STRUCTURAL AND CIVIL ENGINEERS-~ ·-..... · · .. : • · ·----·-:· · · · -··--· .. -: .. ·--------· ----· --· .. ·,-··-····--·---.-··------·· . -..... ·---------· ···-··---. ······-· ·----:-·---·-.---------. ··-- . -----1--------------,-----,---------------------------~ • ' . ·-· .. . .. -··-·· .. -~----' -· --........ ··----. . -·----·---·-. . . . . --... --------,-------·-·----.. . . ·---------. -· ---·-----· _,__,. _________ -----·---·------. -------· ··-· ·---------------, ... -------------··--·----------·---. --.. "'I""'),_ .\-~I' L' t . . . •·-· ,. . ·--.. .... .. .. V, l.o'IN i;;.1,,o1 .,a t . .. . -•. .. -. . . . '_ .... k.. ' .. . . .. . , I ... \ od --A f -a ,, , • .. ·-'\I~=-c:..ri. -.. I"'"---~-·_ J,....,1.,1' ,,,- -· ... -------. ----·--· -·-·. -----r:-~T I tJ: '1-~ M~-= -_ -~-1 -~ i _ \L:; k.-- 1ey "? 1-0 '1 -~ B1 LA/ -1 \ ' Exr.'. .•. . •. • . I -~ ,::::.· ~ ,'7 ~ 1_!-1:f; M.?"~iz~-~~k _ \'-,i\~·-=:-.. L1'1'? ltk_ • ~-·-·--··· --··,i· . ·fJ-Sa! __ <::_1_ ®-· \ 2 ~ :ti.~ , S I IP.?, ---·--. --., -----. /-r,,.;;/',:;,r..,-.:J1 t: o--::: 'l. 'i I"\ __ A~~( --\ ~ • ~!.,, ~-r't. --, o.-=-~1 \~_1ri ______ ";·-----~A~5r-~-~ l~~.\ 1~·. ---~·.:·:.:~~-:-=.;~~-:-· -------~---~-__ :_· _ --.-----·--------·--·-----------·--k--------------·-----. · -=~-;_ ~ .. :·1,--:'.--;jfii.:~~~-.': ·,1-~·-;;;=~-,ii4; ?~i · ei:,;_-~~, ... -~ ;,:..:~-:_~----~:--;;_:-1--a.~A -·1,·k -;ii~,:-:,_·:~: . .. 1 Jf;'f--· .. . c;...;,_ . tt'S. . . .. ""1. n ,··--· ~ r~,,,_______ v·.-'.'7 . . . ______ ....... . : =; _;~r----~ -i~---c-.-:~~~-.-~f: ;-·. =-•: l);~'¼:'~q;~$-o"w f; r~--~-• 1 C :•: ~~ -1 : ~::_;:. _J ----1 --<-• • 1 . -: --_ ~, .r~6\f~V;$_:-:-~· -1 -:. J -·· j • • ••• ' 1 -· • --• -• -. ' ' ' --···-, ' -. 1 .... ----. ----:· i-·· -... -·-·· 1 -· ·-. -··-.,.,._.,! ·-........ . •-·-·· .. •• . -. -. . . . .. -. -.. . . . -. . .... --··-:-~--· . ... . . . ;_ ... -·-·· ..... NOWAk-MEtlLMESTER-& ASSOtIATES . : . . .. . .. ··--·-·······---. ··--··· ···- .... ·---· -· ·: • · · -·-· • ··· --' .. · STRUctURAL AND CIVIL ENGINEERS . · .. . . • '. -·-'· . -· . . .. ' .... -..... ·-----;,-..... ----.--·· . -.. ·---..... ··------------· ----· BY , .. · DATE · ··-···PROJECT:-.... ----.. --~·-· · --· .. . -.. -. -. --t-----··-----:· -: ··-. ·. --· ·--.-----. ., . .-...... -··-· .• : .. _ ....... : ... :... ...... ____ .SHEET No.Fe oF_ -. '.. ·--. . -. ---------·----·----... ---.. ·--' ' ·· ·-··· ·-·-··· .. --··-·-·-····--·····JOB NO:_·_·_· __ ._... · . ... -·-·-···-···--.. ·-... ·.J , ___________ ····-·· ·-.. ·- 111 '-2_ · •· ·c:,·····-t:Z..:. -·---t;. I U :: ,:z · .. '1'2.. ~ . . ?.$.., .,r;;;.,C..-0 M .. •;.., .. _ . lif;. ~ • r;;,1 .. Tt, ,., . ·-·-·; -··-~-----~~--·==:···~· .... . . 'Pw. ~ ...... A .. e, ---·---··--......... . . -.. .. ·-----· ---·-·-·-···--··-·-----···· ..... ·-.. ~ . p; :::-\'.'Z~,~~:..,f:: ... ~-071,'?]..~ ... i.l,, 'fz.·--\~-~~ ~-· .. :.~ .. ~~··:.-~.-.. ·--,t7-f ·--f F _ .. . . . - _ .·H-01-oc,wlJ __ '..._ .:_..:___~----------· __ _ _ ·····--·---· .... _ ·--, . . . : . 1 .•...• J .. S~-······--· .... ··- -i,..A -· =-·: .D-1.11···~ •. ., .. , :·:r;,·.... . -.--:. ·.: .·· 1~~-~~----:·:.~:=i·· ·1--: .. I'··. ··' · 1~r. ·-· .-L \of'~.-, .I,. · ·• · ··.. · · ·-·-· -··--·-•··· .. ~t...A:-.:~.-~--1\~~:.. ,·,::·~· .. · ..... ~-~ .. -= ;_r.:.,,,,I _r,;_. ··-·· .. ·.:: .. -..... ·.J~ .. i'l,.,.-::~::;:./:·~t.. --,v~,-:\r-.... Q V"'-~ 't.r. -··-1-1(1""' i..,,·J~ t-. . _ .. ___ -·-·--·· -· ... j······ ·..:...~,,--:::·--·s1~·;;~Ji. ·._·:. -:-~·: ();,j... .. ·10-.:i ..... ·······::.~· ·_·:-·-_: .-:=~ ... :::==-·~~ .--·~= ; __ .._.. 'I". ll. .. . . . oi:;;. H 'i7. . ........... --- . -... · -. ---------·--------------·--·--·-·--· -..... --·-· -· -- . '"!""1&;:l,.•.,/l:'1,.,,'f~.C· . I • -• • •• • • V· I,; .;;:,_ '--··-·-· --• --··-· - . •. J · .;_:: ··;f;,·) l. ·. . . A f.:::. ~ tUln -z .v v. 1.. , . ~v 1,. , 17 , r: -fco-rrqGj·:-··-·····-·--.:. __ --· ... -·· ~;{·~-;_~ 1104 k-Cr. 'ff2-{: ,z.-~~1 v~· IP_t w/ Bi exr; \x\r ~. n"53 1t--{,-.. . x-::: -s.,4 1 JZG1 j.J,f; M::: 44'i:i. 1"'"-6-. .. -... Mu -=:-· &;1,~ f;..--./i- . . A-";;,'51.,,Y'(t.(.. . 0-·:-: 2 i 11 . 17f ::: LP~ 'L !?-:: 1~'1, ~\!.. · ~::. 1 I'?\ r ~-'Z1 (~1:~-~f. ~.s --. "-~ --~· 1--:z.:.,.. ..... . . . ..... t""'? ( . ' . _,, I /'/ -. . . . . . ... -. ---... .. . .. --__ .. ~ . . . . . .. . -. '5 ~~ " 1...· . --1 ' . : · . ..:.:. ·l,1 . f-. . . . : ~ ~-: :J~_:-::t~1 c_:~:~S"~: ·~-: -'~'.-:' : · .. -~--::·-1 ·J:.' <::-::'. 1~::::~::t'~:-= ~ -::·-::-. - --·-···-· -··--· -·-·· ---------. ---,. . . . -. -----. --. --... -···· --J --------·--··. -·--., . ---. -··-' . -· .... -.. --0#-------:-------·-----·-·· .. ·-· -.... --~·--·--·----· -___ ,.. -... --·--··-··-·-------------. ______ ",. ___ --·---····---·. •:-~: ~~]-_:=~-~:~~=.··· -~=·;;;;T_:-::~:.~-:-·1 ------~:-_:;~-=:;t*~:J~~:-_-~:;: .. • ' ··-.... . .. ---· .. . -· ~ .. .,_ --~. . ·--...... -·· ,·-· --------------··· . -· ..... •-· -· ·- • . . --... ' - -: 'F •• • • -• • -· • • • -• · NOWAK-MEULMESTER &ASSOCIATES -· ---------. -----------------·-------·--- . ·---·-···--.---··t-···-------······ -i-··· STRUCTURALANDCIVILENGINEERS ····· :--···: ·· ··---· ·· · · , -~--·· ., ___ -·-·---··---.---·-·---------. -...... -. -.. -~ ---. .. -----·-. -. ,---· -.· ' -...... -... ·- -B'. --_·:: .. ~~~~-~.:.·:_=:: ~~~'~-=-::---.. -:--: __ -_-: :-: -_ -_--·. --------------. -. --::-_· ..... :--:~--:-.·.-_ ·=.:=-· =--=--·--_----. S_H:~ ~o-f±_o_~-----· -·· .. : --'-·--_·_-_ .. -·-_·--.,.,.-_· ·_--_·._···_·-_·-_-_-_·-_···_··_---_··_·-_· _____ -·_-_-_-_________ -·_·_---_--_--_-··_·-_· __ JOBNO. · · ... -· --···-· -----·--···-·-, ___ ,_··-.·--··-··----.. --··--. . .• tt.,-..... r---'l2 . t..11-l -~--. ~-~--Tt:>-~ -~,.__,_ "--. -~ ~ -r' ..,__ ."'9. ·-·-v_::_: -~-i" ----~ .:.-__ ·_ ... =-·· . . . l"°-~---·.; ,1--· .. ---~ .... --·-· ·. ---. -.. -. -. --.. --------. . --· -Ii.~ _·----------· -_---,-·· Ii. fi -1 . +. , ~ Cs oJ .. -:-. _ . _ 4 _ . _ W_:-_,"?4~ bl/ ___________________ _ ..... ---. j ___ ----···· ----···--... - .... -... -·· ... '. ; ... : .:_-·:.t;. .·:..::....~\t.-:~=-:..~-~--~~-~:.-. ··. : ... : _:__ ---·- · · 11?-----~----:_ r g----------_-_ 1v ~ . _. t_'_::-~ rf"'!:J:~~-----·:: .. .. - -----?~ .... -__ -__ -+_-___ -___ -;_ ,-____ -. _-___ -______ ..--___ -: -.-.--. ~~~q} . <--; ~~:~. jf;,<; --,::, .. -----···---· __ : ____ :_-rt~. __ :_~~---,i.'? __ ' --··-::.=.==--~-=-----= __ :=_.::t_ ---e>•------: · -. -· ------ ., --~ -.----:-: ::-::::.-:.-.-_.. ----------------+ ra:,---:T t~r. -_. _. -- \-it,\.Ot1WN , . -----_ .. .. . ... . . _ .. --· • • • • •• • oh • ... , -0 •• 0 •• • • --• • -• • -• --•---__ ,. -• • • -•• • • • • •• • ---...A -==-'Z18e,·· 1,-k · · · · · · -·-··--· ----·--· ·--·. . . --:;;-·-·::-::.·--_-//----t-'; ··, · . -· -::-v-fr -_·:-·:_---:. ---... . ___ . ______ Htz-______ 4LL_fr; _______ f-111t.r .... 'Zl~'1 ... ---·---···---------·-----··-·-··-· _. ---____ _ ,~; ___ .11.'1.~~-~->-- ~,; :-= :.: __ _:__ --~ . 0v; ~ .... 1.l! .. ~--li : --A~/ :=: .... 61I_'?_ i ,,,1,_·_ - . r#i 11 . . .. ((.~Et __ -~---~ __ _l_p ___ §f ~. $ 1_pe, _______ . __ . -.. ~j,i..l A :·· · -· · ·· ie-.t · ~' )( e:} w/, 1' BCr", ~1crr= '? \ 4~ '-'--tr. ' . .. . " . - --rrz.y-! ~ \ ~ 6 L ~ / I I I ~" 'Pf ~ l -4 4 k.. --··-·· ?~--=--·--. z?; t;, k... .. Hrz~ 4c...~, ~{r X-=-t;,~L.-' e.--1~,t.,,L( }~.-~.o~li-s-t-e1h_ ~~F~ .... -··--.. ~ -=.=. \ Z,Q _-; .' ~!"'. ft":". -..... MA :,_. \ ~-e.lJ:~ ·.-. . . cJ ~ '3 1. b-:;. ~-(,.. .. . . ,. ....... . 1J-..... -1-1 ··:···· --· .. .-. C ·-· • ...... •• .--• • ••• • • i -• • . •. : .. • ·--.. .... • • -. ---·-:.--~---: .. ---··-·:·~----~ __ -: ___ -·--··: _ _. ~---. . --'.--.--."!!! :"!-.~ ~:'"·:.~t~~l!~~<~=·:;:=--~=:::~:-i_ ---~·.: .-: --~~--:~~---: ,· · ... ~ .. "· ·-·----w/11 ~i $,) · · . .-:.-:-· ______ ----~ ~----~ :.~-~~----:--·-:: -~-.:··=~·-·:T·: --~-:--.. --· -_ ---: i-: -~--~ __ : -:· __ ::· .... -; -----, ~-~~:C-r.~j--=-~~-~-:~~-:·: -~-.!~~ ._:------:---~-: --__ J_ :··--·. ---· · _-_ _; _: .,_ · .. ) \ .--'--[ ··.-· :---···-----··---1-· .. :..-, .... .... -:-:-____ .: _ ·-· -----·---; _'_ ------! .: i-; r : : : : :--'. · -!--····---.. --·. _. __ : l , ··= ~-:: ~-,:: -• !. a -~,---~ : ~ : ~--!:: : ;:-·.: --: -/':· ;:i;4 ~:=c:-:J~-':·::· ::.r • . . -. . . . -i ~ :" ---~ ~ . . . : -. -·-·-. . .. -.: - ·------·-·---. -. ~.-·-. -_--.-.-. -----NOWAK~MEULMESt)!R-&-ASsotIATES ________ ,. __________________________ _ · ·· ·.· --· ·· . STRUCTURAL AND CIVIL ENGINEERS ·--· · · . •• • i --, • , , • ~ ""; • -------•• -·-···---1. --:--------·. • . -·:_:.::~-BY-'. .. --DATE----..... PROJECT--··-. . ' -.--_ .... --· . .. ·-·· ... -~ . . . ---... _ ----· . --· . -. . . -. ----·-· ·-_,_ ___ -·-· ·-----·-:--, .. ! ·---'. -..... -. -.. ; --·- .. i ' ... ··-----·. · .. ·-·--.... SHEETNO.FID OF_ .. _._: . · ..... : .... , ......... ; ... :_ ........ ··· JOB NO. ·----- -. . ,·.\.:::-·z-2:a. ··,L\ ~-----· .... ~-· ., -_,~ 'Ki. f:"'. . . . . ~~-1 -·· i:~t~r.-~~-~~~-?-o ·· h. (r.--_·:· .----· --. ------. . . --· ..., . . -5~-It.A . ' ~-1111!.: !...~ ...... •-. 1.·,r-z..~ .::> o:~ . I --::--_ . ;,. . ·_ ~--A : Ii.. . . .. . ... T-:--C--:-... ?.•. 11 : ... -~~:-·· 1~~-J ,,, -·-------I ---· ... --. -·-· . · • \, ... 1,r.::-xr. · .. ''L ···-·--· .... ' '.'I __ . -·-. -· . Ve-"'-',n-s: ; · . . -..... _ . -r· J vi"-:::-'21', 4· ~ •. ·-. .. fc,t,-r,t:µ·~,--·· .. -·-1--1·0 -r==··-~lb \t.:-r.r. 1J4f . 'B,1-~':_ "'· 1)-:-t/1 . t;!Jj -? 1 ... 0'1 e",.,]'7 Pr=:c. 14".,::;, k.. '?r-~11,.:::.,tl-H,z.-= f1 I i~--?r '/. ;::. ,5, ";"t, 1. e_. C ·k,/l,, I r ,, 2-71,, i,_._,.f -die (.) :.$(5 . ~ r./ ~ -z} t,,J / 7 I er.ri ... -~~!~~-ror s·B· ..... ··---· ----------... ·:-·-----···-----------· ---·-------·-------·----------------------·-· -.. -----. --.. ·--. .. -. . --.. ---· . ···-. -: -----.. . . -·-· -· --------·---·-·· ! ---·-• -·- .. --... -··-·---. . . -·-.. -·--' -·- ..... , --·---~----·-···-~---··. -. . .. -----· ..... ··---···-· -·-. --------------·····-----· -·--··; .. ---· --·. ----. ·------.... ·---·-----. -;-. -.. -· -....... ···-.. ---·----. ---·· •-;· --·-----· . . ---,.. ·---... ---. -. --' ...... --. --·-··-----···-----.-----; .-.-------. -----.--.... ----·.-------:-·-·-· --.. _, -. . :. :=~~~:. _-·-···:----: -. ·-·' .) -----··-----'-; ·. · ...... ____ ·-· -· !·-···-------.-: --l---' ____ · -:-: ' _: ~----: :-' ·-··· ___ : .--'.---------·-··· ·--;-,...· -•-~---. .. .. _: _-__ -~--:-.. --.. -i.-: -----. -_. __ _.: .---... -. . ---: _--__ .. -----------~-L. ~ --~ ______ :_ ~-~-~.1--~-~--~-~--... ~ ---_; __ -... ---.----~--.. -;<_ . ·-··· -~ ...... ~-----... _______________ ., __ ; ... -----........ ·-·--·--· --.... ' ... . ; • I • I ' -: . . . • -• 1--• - ------_---,-_ ~----'--._-_ --. ---"-:'-------'---N:OWAK:MEULMESTER & ASSOCIATES_______________ . --• --i ----·-•• ;··· -· --:-"; . -•. • STRUCTURAL AND CIVIL ENGINEERS . , -· · •· -· · • ·-:--·1·----:------; --:,----· ·--------~--_ ..... -....... -.. -. -·· ------; . . •·-·--· . . --~_-_:., _______ '.,·.-·-··-··---·-··---···· .... __ .. ,. .. .. -----·--· --------'·----· -··-SHEET~o.E::11.:_oF:..:...:_;;_ ·:.·_ ---·. --.. -·---·--····· -. --:. • · · · ·-----·-______ ; -• • · · ·· -·· JOB NO;_-___ _ -·------w·i·-------------- . . . '8 .... . t+.· .. •... . . . b ,:.\~ .. . F. ~ ~ ,.. _ .. ~c::oa, ___ ~ --.-· _ I .... 5 .. ___ ~½ r'C' ~~ t-;.r;_·_ =~ -.... ------·-. -. --· . -. . . ~t..:o· ~ -e_ -· ··· _: · !.-it-.((:"' '5--· 6 .-, ro· C., S-· ...... ---------------------------. , .. -····---- . ." .. 17:..:.~ j ~--. " l,i.". ----~ -. : . rw.::-_., __ ,. __ 5-_. -··--___ ____ . -· . tr_. ~ --~. ~ ~ ::= _·_j.1:G.:~:~----__ :-·. -. : --.. I I I? · · .. ·c·--·-· !·-···--...... . --. - . ~---------. . . ~--~~ .: _t i . . y;,<$' : °?1.? ·--. ----·-, ..... . '>.. ... . ... . ~ :--~-:·_:_ !t·. ' 1'' .... ~~---~ :---·-· '1C'l-o~?J. -~------------··-·----·-·-. l . . .. -------. -. ----. . .. -----Li-----::;~. /1:'IT~ 1;:f_ ..... . ... _ r-t~ .. ---· 1 V' r tr:_ .. _ -~-----,~-~: .. i:A·---~--2.~A--\_ ('_-_ . -LA·· · . ...-::,. ~...,.., i;..·;;.f-. ·. . . .. .. D-;, 1.:1,Z. ... -;,1.7 ~ 11 . , .... 1/..Jc:;-1 .· 7"''-. 1. _ ___ ,..::._: . -. •i------"-----11 ' . '... . l'l s .. ·--'JI ... -~<----·1 \ ... ..... -· ---,, .. --. -. --¥--~---.. _·,_1_'·-~---~ --y-. -r-(2X1=, ( . . ." -· . .. ·---' , · · ---t;;L------~-,;·1· -ll-.-: · · u·.::.--· L z -· ·.. · --------- -·-·-------·····------~ _...,, __ r,;, ---·-·-·---· ~ j"JJ.,?_ -··· ··--~·-·------··--------~------·--·------------------·--· •• .. ~as -~-.. -. v-~-~ ... -,1 if.__ --f½f-=-?,,, ~.,.,~ f /?or,_µ-~ , . . · · if ;-r·=: '1' '71 l&--f ~n~-\{..: -~~~~¼ ?..'-~ t-,1.,z.. =--l'J Z.C; k_,..("f ·- \Ze1\.l ~-- ---·1-11;; \:_(-~.~--~ ~-fu. ~ lj -~ ~ ···2;11 ~fr. e C 1,'/ I fa..--~'.'&W.~ ---~..E-.. I_. 0 i;. ;' f::.r-s (1 '=-\. 1~'? , ,,,z.. ~ ~-C!-:~-~. '1 t;·~ -~-~ ~-.. - --------·-·~----. . . ,---. ----·---·---·-··----·-· .--. 1·-· =:t:,-~---s·---~---~·..;: t.i>i.·---,_ ---~:;. e,-r '-····-----'ppt-.:.-·-.;.-=·i~i)~-="t.,~fr,-~~:~.--:·.~--::: _·. _ ........ ~~{.: __ -___ .. =2:: __ ·_~-------~ ·: · ~-·.. . .... ..'. n_ _ _ · __ . ~--'".. ~ __________ '!_t:---_______ : . .-__ . ~--·-: _____ -----~--: -~ _:· .: .• -~; ·7:_-_;:~~::t=:~:: .-:J::~::: :_-_ .-=~:-:~:lt~:;_~;2~:~r-::-: :: .. ,. . -· -. .. I • ·--. -' -. ·-. ' ! -·· .. . . . ·: ·-· . -·----------------·---_-_-_-_ --N"""OWAK-MEULMESTER ~ ASSOCIATES -: . · : ... --. ·-------------· -----·- STRUCTURAL AND CIVIL EN~~_EER~ . __ .. _____ . _. ; ~ =-:::-~.~---______ .. i . _ .. _ _ _ _ __ BY_-_ .. _. DATE -------~PROJECT:.__ -· · -· -, ....... -· -· ·-·--·--·-----SHEETNO.~OF_-__ •• .-._ .M O •'•••-------.. , . . .... _:·.--____ ,. ---------~ ·-----·-----··--·----:. ... . .... ,. ------··-·-·. JOB NO; __ .. ___ _ ~---,a1.:5~-~A:-.-·_:· i.:1id~. 8 ~-t'f"b'S· . . . ~ -. ··- ·-·-·--· ----"" blicd. Qi 4 5 . .. --·-. . .. e;_ -. . t'O --···--·--· .. . ---. - ~t:l?c::i" . ~-.... ,. J",J !ii' 12· · .A 7"'1i S ,,-,,_ . -"1------D .. .. -. .,. ,-,_ -, --·-·----__ ., __ .. ,,I '$ . ~tJ.J t'-I+ ""'½' f"Z) ... --~-.-j;:_:t.0:·:·~: ··:_.~ --~-l, :. _.-.... -· c;.~ · ---:.~_--.. :~~~--~f~:=~t~: ___ --~---·-_ --~'>----+--~·-· .. --. --... -----.. . 1-'"' -., . ·-· . ..... -t,,)::, ___ ._-4-5 __ k.Jf __ --: -1.1: _._ . ~:.(=_:: · .. :·(----··. -. ( Z 1 '2:-. · )--· · --f · .. · · ---4-· ... ---• __ --•• _. _ • • _ . _ _ _ _ • :· .. -~----~~T .. :: .. ·,:..:.:_:_ -,_ . :_ . -_ --~---' --; •.. . . __ I I _ .• • . _ _ __ 1-k-i. I?~ s· --·--·----..-:. ·-· Me:rr:=·· 'Zo-:sv~\-l-:4-.--------·· ··· . ~ .,., -,. .. - .· .·· -~·· ~;~~~~~::.1-J-exC ... --..... • ~-'$ Mit-~ · _-;; t1. 14.·fr ~-/f~r,-: li\$.k.-~- . . 1 .. • • .:·:.· ... · , C -•• - .. J~-::. \\':)"\!... -.a\1· '·r. __ ~ p ,.., -r,,, -(-i!:(,~·:S _.. 1.-•ll-, .. -~ ' I It,. ' t I,<._./ 1.1..:19 I t>-5>~. HD. /.,p . l)·S fZ Ho 4: . 'JtzJ · 3-1..\.o_''''i. f;.1 w/ \ o 1-t..,"--~ H ,~.>=-~ 2, c:-; <l .. 'X --=-'?" , \ 1 e. -- · --·~· ----··--· ------.-·--...... (2s1~t=, ---. . ·--·-. )$(5 -;p-1 @., f Z.,~ ~t:°: "$ LI?~ -12-evG=J 11-::.rJ _ _ t.e>J:J : ,r,:,..r ~-;,,•/'2.-Pr.-e 5, . . k-.. --ff~ \-;D . ~--=--. \ i l" ~t...- 1 ~~ ~:' ___ . ~-1; -~-'~q:~.:~L:~.f-.~ .. . _. __ M:.:;::L1.1~f~£--r -.: ·· ·_ ---·--------·----·····--------·------·-------------····-· --------------#----·-··----·--· ··----·--·-····--------·. -. : --::~-~~~;.:_~~i~t~~it;-:: :· __ ::_~-~:-~~~-qi,.:.~.:~ 1 ·~-~~r~::~::::-: )~;~).;·=~-~~~;.~~~~~-:.~~;~:;;::~} ~ ~:-~-::~_--~:---~~~: :·:·· --~---~~ _.· .. ::_:::_·. ~~on:-~--~~~~?._-~.:-, ~-~r<~---1_}·,~;-__ \n_~~~.:: :·.~-~~-~~-.. 2.!.i'_-Z.:z:.::··:=-~~---=~-q~-~~ ~~----· :~.--·· -~: .~~--'-ff~'.:5~---=~~-~~~"~~\n'.~··· .. ·.•:i."· z;:~:=~,L~:~~t~;,~:~-~~:~: :.· . . .. ---... --. --. ---··· C?£e ,;_ ... 0 11 :,<. 6..1:· f:4J/_ l'P -,~ 1.,t:~-~:-· . . : -....... · . I· I . . . --. - w I I'? w-~ ©J . -: ·10 w-i,-&'J-····· - i-. --. • ,.J • -' •• , • ..... -. • I • , • , • , • • l · · · •• • · • • · ------------------------------------------------- ··-~---··· . ,, .. - ••• NOWAK-MEULMESTER & ASSOCIATES : · --. .... ' I ,.. -· -.. . . . .. STRUCTURAL AND CIVIL ENGINEERS · . ; . . ·. . .... · · . . -· · . -.... .. . ... ·-----,-. ----~ ·--------·-··--·-... -........ . BY~DATE ~--PROJECT -.. _ .. -·. . -. .. -----· -... i .. ----··· SHEETNOFI"'& OF_-_. --·--- ,•--:~ ... ··-·······.. -· ---__ ,. ... . .. ,. .... -·--·--. . -··· ··-.. . ' · . •· . . . · .: ..... · ·-· JOB NO. __ ._ ... _. _._._ ... _.,. ..... t-· -··· ____ , __ : ----· -... ---·· .. ------· ... ,. ; .. -·-·· ----· .... --·--·· -~ . . ... ------.... -- ··,----.. ···-. ..--·-·-·-:· ·----·-· ~---.... -. --. .. ···----·· -------. -· . ---... .. \--'l ~ z."'2··A1,!Ju~---~Wt?A"...:.· ~~s:· . · ... · ;~-;~~-s--=~---.. M~~~~:3ii,'t,;, -\i·: f-r··· I BS. ;,;fa-:;;-:--. I I ~ , i · k.¾- ' , r~c..:='-'~ I -i-z · -+-....~·.rr,·L·· I· ·-V"VY'-'; 1,.,r.;i, •. I. .. . · · ---,] --.. J L'$· · · · · --· :"_:: ·A f-::. ~ ."i . . . ---· . . . .. -V • ~ ir. e--. #-.& ~-z·..& ~c. i-:ll'\ .-.,, . ,r:· Vl,J .:.·\ v ~-}--·-··.;:~,~fl?.:; l -. -.. . ....... ·-..•. ,,. .... . --· -----·--·--·-----------·---------·· ··-··-··--F~nJ.J.~. :-.. k-~~ -~~zX ~~ -n, .:'f> \;. v ~ ·~ "'2--' --t,., I! iv I~' e.Yi F r: :::. ?', c::, . --y,-::::: tS1· - e--1 ,{ · f.; i~.1~-~l-·bit.., --- YI ~ \ -z.~;? IL--tr t'-ltv -==· ! gj· ~-tr··--· · d--2-'1 !;;--.qz. . A~ -5 Vl'IU:.., 0--:; 1.-5 A?:( --= I , 4 T; n 2- _ t-)6/E' s~s ("'B) .. · __ ' -=:,~ 7 (-r) . ' ------__ .,._,,. ___ .-·-~ --·-----.. -· --------· --------·--. --- -. . ~ . ·-····· . . ...... , .. -·--·-----·-· . . , _____ ·.:.·~~--~·-~ .-.. ·.~ _-·-~-: -~ ,\ . . , . -· ·-. ~ . ;... ____ , .. __ --________ : ·--~. ~---·-·-··· ····---.: . - --~ : :::~~-:~~-~:::_~:!--~~-::~ :::).: :-·. . ... ~ -: ~: . _:: ::; :: ::::::~:=~-r:-:--:-=-.: ::~ •~:~=-~ •. '_ •··--· , .... ---=~--=~ ::~?:J~ : :_ .. :. ~:-:: : =-: ~:_ :-: :=~-~~ ~:::-::~J::::::=__::::::c~F::~=:~--=-: ·_ --:-:::~ ~~-~ · ·---.. --.. ---··-........ ·--·---. ··--~ .. ,------·-----·. 1-·-··-:------·-----·-.. --· -. . ----~-------:.----·----··-.. -------··--·--------~-~--·--·----------------...-~-----------,---------------····-·- •• • •• • • • --1 • • • -• • • • NOWAK-MEULMESTER & ASSOCIATES· . · ·· --· · :. · · .. :·;··: .:·.,:._ ·-··:.; .. :·.·~··:·. : .. · ~·~~T°=.~-~:.:·:srRUCTU~LAN~CIVILENGINEERS:.-_~-:-:.-.:~ ... J .. :.~ .. ..:. : .. ~.:.· .. ; ... -•. ..,.......-. •-' -. svPM::_oATE \ok-1 PROJECT · · Cll~ k<2'.L · ":(7 ff·,4,f:,· ---··· · .·· · ·· ··· ....... ·· ···, ··--·-·--· -SHEETNo . .f.!.±._oF_·_ ·: -· ...-,.w--,•--••h•;..;:,_ __ -:'._,_._•••--••-•• ••• ~----· • •••••• • •••••~-~--:·-•-•H••--•----··-••-•:•• •• • • - ·-····:··. ---___ ., _____ -····---------····--·-------· -. ··-.. ' ' ' · .. ·. · ··-·· · ·· • .... ·--.,,.. ... ·,···--= ········· -···,oB No._···_·_· __ _ .. ·-----1-----------------------------...,.._-------------·-- • ·.··.·'"·.··.r.:-.:;-te,,i:\·;z;;---_·_~_.,1 .. __ .. ,. -,,.···-, __ -,.----_-:u-·-~_c,; .. ·.·, .. ·. t::'c,-c,flN..·<::;..,-··,. ·. . . -······-·-·-··--.. _. -·-··--··-·······-.... -.... -... I:.'-,. 1,,tl'----~'°"' ~ r.!"I~ . I 7> .. _.:·.:·:····.:· · ·:. · .. :.· . .-::·.:.~~-e,· -. \-\ !? .. ...:.= . ~-· -. ·. ---. ··---. , ------· -·--.. ---. -. . .. -- , ........ ~-----------~--·-··-----··· Ctrvt:>l-1,-.b S : 1-0 / o -· HE: 7-7.. ~Ju€:. :. U~e:. l/ ,:-o'-'· SG-')(,. t.~11 _ r-r~. _ ... w/1 ~&$ e:t,v. (.?;;" .. .. . . . ... ' -....... .I ..... . °'Pml'h.-::::. Z-'5 •? It.. + iol-7) C.. f'5J -:: 3 '5 i-0 k.. . _-li...l.01 ~ ,._._:>/ -rP-Y . 4 I~~ 1( So. .. ['.iz., 'X. 1 c; \\ f,p :::::. 2.,\ 1~? ~ : t=="oo h ~ 'i A-e.01 ~ -~"1!,e'n.,vl'\-'rl "~ M~~ \.tSs{-z,0(-4,¢i)(-4,;o/z..)(4·~~J1J--. io \t.-~ d. ~ t 0,'5 J,,.,. ~-Svr-1~ ~ \:c ~"Sr: • ,-61 ri~ · . . -. . . 'f'Hiet-,l __ t ..... :_ ., Z~-·---·-A"et-r-::: • '1 I hf1--. . . . . --r'.': . ~ . A . I.~ ~ '5 (:; ,v,.). ,.._,s.;;:. -~ ~"; CJ--:;_ • C:S \ ' --· . . .. . u~~ · 4 --+\.1: 5a.·,·: y..; I?~·~ .... :-.-. r . . .. -· .. ... wl . -·~s·-·-~--:·. . le' . . . · .. --·-----·-----~·-.. ----·--.----·-·-·--·----········· --···--·· .· . l-. ~ ,. ~·~,--~1-· -· · ________ .,.__, . ·-----. .. . ·-. : ; . __ ,_, -·-·--------·-----------·-· ---·----·----·------.. . ; . . . ~·~ -.. ~.:~:-~~~~~·.f~:~~~~~;J::~:--: .:~·=·--~=!~-~-=··· .. :~·i:!::.:.:~~,f~~:>:: _:-: ~:~i.;~:··<:)i;~~~~~i~_~i~~-:-:::·······-· ... . . ...... ······----, -~ · : .. · ... '. .i .... 'f'o1. ~,--'SSl~.t.11e,. __ ~S-V~ S -·--··;·-'Se~ .. "l:', .. ~1 .. f: . .J...: .. J . ...: .....:~:.-: .. ..:.-,·····r-~·-L:-··-·· .... ----····-··,···· . . . . . - l Trz.../ 1 '-~'4 · So., Frt:i )(. 2,, 1-o'°' . . s. . ~ M = is,""-6'2-•') ~ .·n.bo)( 1'> -= 9 ~ ,2-I" .. f ---· .... ··· ··--.:;i..--·--· · -.. -... ... --. --I ; .. . .. -... -· -----: . ---· ___ ,. ___ -. t -• -• • ' ' ~-.. --····-... ----,···--. -·-· -.. --..., .... -·-·······-·-... ·---·-. ' -·-;-·-·------ ·--··---------NOWAK,:-MEULMESTER & ASSOCIATES--~-·------··-···-···- ~RucruRAL AND CIVIL_~qlN~~!tS::_ .. ~~--: -----------·-;--· -·-·--· -----· BY~DATE \'~r~1 PROJECT·-·-CJ2.C. Lcr----·-···· ---· . ·•-··· ·· · :...~:·· · -------, -· ·---·---·-· SHEET NO . ..E.!5.:.. OF.:.:.:::..:. ---. . . . -·---.. , __ ------·-----·· --------· ·--' ·--·······-. . ; JOB~O •. ____ ··_-_-_·_··_-·_-;---- ·-·-·-··--1----------------------------"'-------------------------- • . .~T. --···-·- -···. ··-· --·--· . -... _·-r,. -------·-· 11 ~--C..'75-·· ----:----·----. r p;z::, ... -·--. "-' I V. ... . . _ . . .. -. --·---·--·------·.-; -~--· . . .. .. . 1 H- Hit;;_:_:__·-~-~ l. ?_os) ~---.J i.'-'_l?. '-· : __ ·-··--L..···-·--·· .. ·-· ·---•. I· -E'.-=-.·· ~ -",(' :_ .-=--. h 'i ! ---'1 :=·. -··· r HfZ...-M~--·:--... · ·T - . . 'P .. --.. -:: _ l:_'7-1-_ ..... t,'k_ M i.{ ;; . -L~· ~: ( 1 ~. ~--k-~ ;;..'y. -;. ·1 o 1. ~ . k.-fu -. .. . . -;-t½>J·-~-:::··-~ 1~ ...... -A~t"~-.,_ 1, z4;"' 1-· r"1 , 1-..\,. k -=-..• ~1-A~ ( 'i, ~}((~ L.24). ~ -------. ";"'' .. --. .. --------------------·--- ---------------~-·--·---·-------;---··----·--··--·---· ·-·---------------------. . ...... --• ---.................. --------·-·· 1 ···-... .. . . ---.. ·-----·-·--·-----: -----. . -. -·~·. ----·-·. ··-; -.·. -:: - '• • I , • t .... . ' i . i --"·-·-: " .·----·----. 7-~---· ---·--1 ••• ~--.. ----·--_ .... •"• ........ -·-· ; • 1 . _ j__: --< :. ; .. ·.1.: -~-~-:-. · · · · ·-:· ·r i • ---r ---! -l i . l : . ·,··--· .·· •· :-.--, ---· i .. '• --~ _: ·~-j-.r·:-·~-1-·•-·;·••1 I • , ---. ---T • . ... ! ·- ' w .. -• -=-.; -_.:. -.. -+ • --·--~ - --_.,...... --1---------."t -- . ~----=---: .:_.~r:~@~.-:-~t.1~.r-@~:-::_ ~--4 f·fe2---Z.:.A-1J1iJi= :·· -... ·_· ·12:~s::.. :: . ..= .. :.:.:.::·.~::::'._·:· ~:::..·.-_: _________ _ -·-p,:;,,,_=--:Z-464!.P lb, -··-- i ---. .. 'P~-=-~-~1.,U{o" 1~-··-... Po,+-~·;;_ ~1? "-_ =. (w~-r-~-;--, --. - .M~-~--!,,)JA.~~~-"=2-1-t,-•. -~ J'S~:-0.1~~-~--·:-~ .•• :. : ____ - :·"ffZ-'-j k~ .G~:_14_:·____ B--: ~ .: 104_~· ;_:~q~.~ \~ _- ___ · ~-··: ···-'1..or-1 ~fi,,Jro:: r-&.,i4i. ff· ~JJr;;,1."iJGt-: · ~---~-~~-. ~ 1i,.::,·?:=·:: eiz;·, is~ M-==r:f .e.. Ce t'-'fEn "')·· -~ L:.l.P k--: ,t1 , .-lb-~: .. C,.~~.-k,~-i t-= q·, t,11~~~- ~ 7?" ~~a,J · e4,-"1 H-1-I 6}>1 . 41-2. ~ · :t~z 41'." / · c:r--:!:i_~---,,' '1"'7 1·1-::=, '-' ;:::~,O t..-,n i'h. v ,,., tw . ·. ~ ._ .. . . •!:::-: . r t.,s: . -~,I ... tY'I e • I .'/r 1( -·-------' "' ... Ii.-~ . -b -. .. ----... •• • . I • .. ,----.. -----'-·--·--..,_ ... -.. -----·-. . . .... --:-·---~-1""' 7 ......... --·· • --. --· -, .. __._ ···-... ·-.. --------------·-- . --- SHEET NO. A-I OF --"'- JOB i~c,:· . Cf1 b44 ...... -:·· ,")~~ --~-_..,. ____ ,_ •. + .... •----· .. -·---· _., -~-·-·-------·--____ . .,_ ~------, •. ·---_ _.. ____ .,_ ------··-··" ~ -.---------· --M.., -•• ·~----·------.. --..-----------0 a ---• ~------· .... "~-•• -· __ , • 0 • --------.. • ~ ... •• •••• •---~ •-. •• --------~· ~~-;~ :-~~-~=--=~~ ':·:::-~: ~ : :~: >< .·. ~ ;~: :~ • :_:: : · ~ ~ -·.: . : .• ~ ···:: ~ ·: ~-: : ·. : ·~. : :_:: .• .-: .. --. ! __ , __ .. ·- ··-·--... --.· ....... -·----~----·· .... ~---·-_., ___ '. _ .. _____ .. . --· ..... ----.. _, ___ . ,-. ------, ------·-. --.. .. ~--.... -··-----~ -·-. --------··-. ----·-·--.. -....--•. '. -···-... -------~+ ---· ' ... ____ ¥ ___ ·----...... ··-·. ~-:·~ ---,-~-4~:~~-:~~~-~ :.~~ f~~~~-~s~. :.-:· · · ·• ·-·--;-·-r--.. '-,---·-·-6830 Oberlin Drive, Suite 200· -· --· -• · · · --· · · · ·· · · · · · ---. --~ ~ ~--·-.. San Diego; Cali!ornia s2121: ·.: ~-~-· ·--_ · ·-: · =-(619)" 455-6681 • - ' • I • , . -~-B'(~---.D~T~·-/-Zk1·-··· ,PRQJECT-···l/U: L::cc· ·f:7 d-4f:? ... -.. ---------·---------___ / __ · __________________________ · __ ··---········ ·.' ..... ·. ·-.. ·-·- --.. ., ----.. SHEET NO. A ·,Z · OF JOB NO. · ·: :··· · -:.. _ .. __ . · C:Jcz:rJ+ii..fi...:::17>rW::-~---AT.T"1?<c.1-H-1 E'f.lr r-1 c:;,,;;,, h!:9;;> .,..-o L-or,;:o · ,;:,, 4-·p J-\12.A1::1H ~--:-~--.. :-?,-~~c:r-cy:--~~:=~_1~~~----~1-~--"F.:>~ ~~1?1_~~--~UM1NJ41"'t::°'1?, _. t.:.1i-.1~ "?,er--·-..;.; -"!>ovi-14 .. te~l:?·c:rr-w~ et..E:ilA-r:i~. s ·,4;,,.1 ==--z.e}.,...o~ 1--1 ~~ f . . i . H--5~.~ 4r:~i---· TIL{ __ : __ lo---I\,? 1~~ ·. ~"'- fv ~ erlL 6'f 1 I...L ~<, 12-== 1,1~. t..11J1; D,81_ .ca· ~~11'<:...../ • . ' "";)pA,.J.. l -:::; -;'ss ~ r/ l --.... --. 1"1 ~ . 1? '0~ _· k.~k-... li~--g.~-1':-· - .. '5f A-1J '2.. --~ C$ I_ 0 .\t • H:= \ 2 v,"" t"-·-h'° ..• 12.-=-l\,'2. \'-._ -----------·---· A ~ _ ·• '5 I ,.., ::::. '-/ t.,'5'?., t) 6~. IN t 8~ ;.,s ~--· "!!2-y bJiu ~44 fb--~to.L, kh,· --... . -.. f v'.: --.0tJ.: .f!'y I ~";,f' • . __ ·:~ ~:~--:_ -_-~:_-___ .. _:A.?. t,t-. \~ ~ L/Z£>~ ---·---------· --~--·-------~--... ··-------- . ---... :-·----~7--- --- ~~.---~ =-=:..-.:·_:_.::.. .. --~ .. :__;_· . .:::.:::-::.=:-:== ~::_-:-.-:_--_-_ =:==-::~~=:===·-=--~~-=--=--=-~=~:~---~---··. ~-.. . .· -.. --~ ..... -: ________ ~: :-:--:-=.~ _:._ __..;_..)... i j • ' ---• ---~-.----_________ .,.._______ • ·---------------_______ ..__ _______ -----·-----·---11 ·-------j --.-'---.... ---• ---' _ __, ___________ ---• __ --,-___________ _._ -----___ .,._ .. __ ........./ , . -• --------· , ___ -· ~----.-• ---------~---------------------··· -·----., . ,.. _____ . __ -·· ----··-·----------------···--------·-··«• ·---·-·· -~--.... --- • "• ----·--, •• -• • ,_ •u-• • -•••··,-.··--• • • -·• • • -~...----.••--+-•-.. > ' . -· . . ...... ., .... ---------. .. .,.,. -·----· '--· -----,-· .... -· --.. . . --; ; =~~ --.. --~-~-·-..... _ ----·---------~---'-~ -------------·--· ------'· ,_ -·----_.,. __ -------··· ·---. ~ ~ _· _ :_ -_··-~ --~~.:__ ·_: ·_·:-· --_-_-__ : -: :~--~ --• ' ! -' + ' ' __________ _.. _____ ~ -. --··-·---.-··· ·--·~ -- ~--~-~=..-: ~:=-.~1\!'i\~==-==-:·::g~oi:::~=oo=--=----====-=-==~===~---~:._~ __ :_:_~::::· ··: : __ :_~ --~-:_-: -----· --------:--1~-"'f;--·.------c NOWAK-MEULMESTER&ASSOCIATFS ... ; ..... · · · . ----·--···-· ... ··· --- :· :· : --=~ __ . _:-::_~~\::::-: _ ~=-~~-".E~i_e.g?,_~_aJ!!~rnia 9212 J ;·-:-----~::::._~:.: :-:_:_: =~:'i.:::=-J~.1 ~1.4:~?·6~~ 1_-·_ _ ; ~ ~-: :. _ --~ : · ·· -· ·--·-· · -.• -: .. !3Y fti:f-,·----DA!_E: : t-Z../'{:7-··:__PR_Q~~~~ -624~-~--1fu# 1 e, .. -:· -~~E~~-~o. A~-:· ---~~ -... . . ~ : :~ _-- j ---' . --·--_ .. _. ·--------·-----·---·-·------·---·· --------·----------------__ ---______ --·-· -----·------_______ JOB NO • . , ···-··-- -· · ·-·'-t;:,'~-~-,,r---,-.:,·-· ,---: /~---t!::"··1·-· ·;,;_; ~ ,:::--, ,LI IJ~ ----P£::..L11.:: 1--<.:,.,-4-JNc;; ___ '-'l "-----·-1.::: I'-""'-/"\"NI i::;. -· .•• ---1--·· ... --• ---------+ --·--·----• • • -· -• . . .. :.· · :._· -----~~ ---. : -_-. -·: ~ ------~ ·:-~ ::·:. ~-. ~; 1:>-i-i.: ;( 7,S('Z-0}:.Z-V+ ?D) + t:$0_ =-· 1'7 0~ pl~ . -----,~-------·-------,.. ________ , --·-*· -·· -. ,_____ .. . -------···-----·----+ ---·----- .. :-.--~ -L3~~--. __ _:_ _____ __-__: _:____ -t~:;~.:::.-:-=-= .. Wi. t,~-t.. ~--11·,~( ,z,o·+u· f'=>oJ +i:;o· =-· 11 ~o jt {----. -·----·-.. '.t-· : J_· 1...)., 0 ----... --.. -------.. .. ___ : ___ · ~-~>-i·~:·::.:·-:J··-··:·· -_----j---1-~~-~----:_-'R.¥·~--~-:-~,~1-·-1: .. --. _--.. . ·--~ ~=_-:;~,-:·: ·i-~~. --r:,' ,--~--~:~--~~J::~ ·1·-,1~7~~----(k.--~ --... -· . -~------~----. -.-, ' -"\,,,p •.. . --.. . .. -. " - :· _:_ -···:· ----: .: _· ;, _·_ · __ : ·_ ---12-~ -: f~ ·--wi{-~;,: -/j_ .::::-\i, -4 , .-~ . ·;u_-· -. . . r--, --· . -I -. -~ T: . 2-~~ ----.. -. -.. -· --·--------·· . . . . . ---!_/~-:~ 'l I gt· ~~ .. ~-"-~~ -----·-----·-· · ---.6-= • 1!,, 'tt'\ ::?c:.. L../~~'2. o~_ --~~~ ==-~-:-~. --U6f: __ · W2t~~4----·--· .. --------·-----.. . ?ANe1.-,-s. (d.. '24_ l '2,&:,; I ?A.J:' I '2. 7 . - M Ph(., . '5f A1-l == '2-' o-i-o u t.u O +-c... =-s " "t I' t t= ·A¼1-JM1:. d-= 1t" b ... g-;, ,.,. M'-1-~ ,.~1 C, 5q-,)Lz.o2--') ~ 41 \~ ~. e, H1~, ~ ~ -,t,P~-oC~)l4~) -~-1:~ IY7-;. . ... -· . ·····-· . ~ ---. -. ---. --. . - : ,-~ ·_ ~---.Mii,,r --&"mi:..: 't-1 ~--VQ~: ~c.e-<o w· Y~ :-:14z;,z.~ '--,-~-iz.&&' o. - --: ___ :_··:::::· --~--·-_: ... . ·_ -~-~-~~~--~~-~~-:i.,,ut .-1'.~5-~. -:: _ryp_,cA-L.·--_-.: --~---~----- --... -~ ,--------,--------·----~-·----·-------------·-----···---···-------·----_.,. _______ ' -····----------~---------~---........ -~--------..... --,. --· ----....-------...... ..-~•--------·-· ·--------:-·--------. --·--. . --.. I ____ . -:--,.-~: ~r::~-=-~·.-:-:-NOWAK-MEULMESTER & ASSOCIATES --· .. ~-----~,'~---------STRUCTURALENGINEERS . --. -----... ------;------·-·----6830 Oberlin Drive, Suite 200 ----· ---·--· -~-~--=--,"_____ ~~ ~----~-a~h~go,C!!lifo~~ia921_Z1 __ ~:-_" : ---· (61~)466-6681_ ~· ~ !3.Y PAf:--'" [?.f.T;.·1i/11-------PROJECT·-. e,u_, lp;: · -.4-j J -46 . . --------------------------··-____ L __________________ ... __ --__ -_ ----_, _____ ' , ~H~~~ NO. ·A:4 . -OF __ _ --·-. --··---·--·-------. -JOB NO. . -·--~ -. -------- p(-1-i_::::, 1:ri (,;;;.0~~')(1.0::J -:.:· 5.,1. '""'----~ .... ,· .. ---6 . --...... . j ---- : y-i/~-.!¼~ e ·t1~1 CH'} .¢ Mn -::-;;. 1..,, I'-k"" ~ell,. -· .. --[)Se' Jb'5 €-11 '1 tf) •• , . 1...A ~--S o.,t.;-...l = Z f:>' -,: , \"' ~ I r .. -· -. . . 0 ~~ ~ .L,5, (~'54~C-zs-z) = '$,,.A ~?r-. .. e, . ----. -. ---. --_._ -----· ------·------------------·--·----------------~-----·------- ...J. .... --·--7-----"-·--: ··------~-......... ··-----··-· • l -----• ------. • .. -· ---• -------- ..J._ _____ ,_· -·--~----~---- Q.L. - -!------·--'~: --·-· -·--~ ---------., ____ ---··-----------·--------------. ___ .._ ___ -------------. -·--_._ -___ __,__, --... --------~---' ·---. -" ---------.. --- "";• • • •• -... _J____.__, -~-' •• • .< • S • •• • •-•.-•• ·--• • • •-· -,; ••• 0 c· -• • •-• --• --~. •• -•--·-• ----•-• • -• •• -• ·----·----·-• .L-:.... ___ .. ____ .. _ .,.__,. ______ _;_ ... ----·---: ----· ___ ...., ____ ----------------·--·---.... -· 4-------._ ··-----------·· --·--· _____ ,. __________ ""_, ---···-·--··--. ----. --.. . L. ----__ ,_.:-~:T~. _; --~. _··· __ · __ ·----------·_ -___ ·_-_ : .. , · ___ -:·: .. :. _-:: ... :·---~~ -~. : __ -- c:·-_-----,--~~-W°:-~: =:: .: :.~ NOWAK-MEULMF.sTER & ASSOCIATES . -. -' · -------·•· ----6830 Oberlin Drive Suite 200 · · · · --· · ~ --·-· --~-r-~ ~~------;-STRUCTURAL ENGINEERS-• -... -· -. -----. -- r--=·= -:-.. --. ---. _. ~-=--=~=-~~~-Q!Elg~-~~~~~~i! ~~1.:2.t:. -:-~: -----~-. ~--~:-.. :J6_19)_ 455-_~681 _ · f• =-!3Y._-~_~' o.~~e-·I-Z./41--·· -__ P~_QJE~~-_--C,rz.l-l,.e,1' ···-fj,t 4e,. ··· ------·· --. . j __ -· ---------·----·---------------·---· -------' ' ; 1·-- -~----. --·-·-~-----·--.-------' __ ,_ ---· ------------------------------·--·----------------------·-------. ----. ~ . ---1':?c::-ta.6'7"'."" Ao---..t.l ·A-·· .A-::.. ·· ·· . ---f"~ ---· .. ':"f __ , __ "T/--~..,,~-o/---- --. -----·--.-.. -~-------·-·· --------------, .\Z..A·-·---:--A~-l :z-.., . ....,, -o"' --. -------_-_---~~~MO-'::f~--... ':::"::' ·__ - .. ---------·-----·--·------------- ------l --- ---. . . . -~+1.. -=-. 4,?(1-,0; -==- --=-·:~ ·: ·--:-:::~~/-~~~~~f~_~-:-~--~ ,z_· ~lttZ:'!._ : "t2-:-G10 · · · · · · ---- :·· =~---_-.... ::::d~:.ro'~-~~-A~,:F,-11t ~=--s ~~ .&:;.;1-;r/1-/i. ------.. . -. -. -. -------A~,..,, ,11: :: ... ~z. ,rr-/fr . ~s~4E:> - --'5r~ :::-2-i=s'-01.1 JOB NO. A~ m , 11, t,J, M e-Jz-N s.. ()~ _ 4-1F5 f-11,u ~ -slf-ettz-12-ei.,.J,f. J?-~Q),-'b. ___ ____ ___ _ ~-¥.3ei·c;~, _ ---· - -:--.J-----------. ---·' ·------t--·----~ ---,-----~'""t___:.._.:._ ..___.,_ ---·-···---. ' . ' , ' --·--·-_.,,___. ____ ~ .. ,-. .i..-------~-...,-------· ---. -------· ·--· .__.. ...... -... ------··-----..,.---------· ------...... ~---·--·-·-·-------- -4-~-r , __ ; .. : ~: ... c;=:_~_.; . -. ,., .. . . --' .. -.. ' ...... ' ---------. -~ ..... -___ :______ .. -. ---~ --. . .. : -------------~-.. - _; . ·----' ---~--~---------· _____ ., ---· ---------. . . ---·--· ... , .. -.. -~-· --. ,,_.... __ ..,_--r--------·---·-----r --·----·---~ .., _____ -~-···-· -' --·--. -... --. ----. ·---. ---· -~ ----·--. . --- ' ' i ' ' -·-.,_ -------.. --~-------i-____ ., ------------~----· -------.... --------·----• ----------·· ____,_ ______ -----· -.• ------------------.. ---··---------· -· -·· -·-----•. ··--» ----· -··--·. ·------·-··---·------... ·--.. r -------1-·....:-·=·-=··=·=--=-·=··=··-=-=-= --=· =· =-· -====-=---=--=·=-=· =·-·=·=·==========·=· =···=-=·=--==·==========....:.J..:._OB:_N..:._O...:_. =··============= • -------~--------------.. ·· T.?c,1.::~:;,c·h)---·-\i:Je-·-1~1 -·-r,~-----. . Vc;.c--..,; \-IC·-(.---....,_ ~, -,CJV/.?O • . ----------------~--------. -------·-·-·-· ----. -· . .. --. -- · ~---A;J:-:;:r::-~-~~io_''=-=-----:· Wo+i ~--_-?l 4t.;· -1-• t>S('SQJ) ~+ io·-= 1~e> t..f., -. _·_r________ _________________ __ ___ _ _ _ _ f ----:~ f.1'-.:::~-;-1·'10,;7--fi:-4~ :.·:_:.'. TR.{ l.A)Z4 :,t_ei . ib~ 20.\ ~,-, ~ :_ · -----_--r,i:~. :·11;-s·'_I~:_:----:·_:_:·-----------~-:= o-~ -,y 1!.l~.-~---- : --.:: ____ : :.::~~:.:::-. .::.~=:...~ -_-_. ... . ... -·-·--· A.·=-:. \·.1\i-\ ~-L/e,r~ · Pl~ ':311,2,._ li:k ·-µ..~ '2.1 k-- -~ -'L,=:..I 11 'T"--c;::. :;;;;,~ -o -,..1; ·;.,t~(p_~-(i-.. -t~ ---~~-r·:-·· ·-- t" "' !!.I, 6 k.,..i ~ J,., .=::, -,i ,e:> le.-~~ t::n'- 11 - b ::-f f8,°? !"'1 ~ L/1--'l>""I , i..1 Cfl.c~-c rz;, w 1-_...,><-VI . (-;;,yz_ v~, Wi:,+!.. = ~,'$( f.L.,'f' 5o') t ~o -=-~t,l, rtf .. n-y w 16"40 . -rb~ '2;:',;_'-'.~~-~ . . f--=_ o~_ '83/ 1·,J~ . -. 6 .... I , "1"5 ';n . .::.:. . " /7.,=.,r::,_.. tJ " -, "'I-• > ~ • ~ r •-• _,_, --• ,~, _ -· •• • i=_:_~-~: :··_·-.:: ·: ~---~-· __ :_: ........ _______ ..... -· . -·· . _ ·:_.:-. -JI.J~e" 71':.~ W..1h<.44 _ Fetz. Dey=(.,t..-~ -_-________ . , .. -. . : ~-. ~. -. .· -. -. ~ --: ~ •. :-•· -. . .. > : :-.: .. · .... · .... : .... -_= : .. -. . ~. ~ -. ·. }-:·--_:-: -·:·~ ·--•.. ,. -........... -. --·-··- L"--~ --·-~ ~~ ~- f ! ., .. , ; I .• I I I I : I I ' ' ' ' ' I f ' ~ • ·--" ; -~ :.;BY-:-+-+-+D~TE~PROJEcr------l----·-----_-----i·-----··--;-,...:,--~ . t __ , _ ·-, I 1 • : '. • , =i,~=-. ~ --. r-----;·---:.......::;-1.:::.:_ __ -------. 11 I ! ! ! • : I I .. ; : ·~~ · __ · .. SHEETrO-~ _Fz::==:·-.. ~r ~....;-r-r--t-j--,"T"":-1-. JOifNd.-· ,-,-------·•-,t,-t : -----~ ----1----l,-,--,.''----i---,-~-_,.....,....-~---,--;---'-'------,----,---,-,-l----,---'---.,........,----,-----1'-- ·--· ,_ ._ l ! j I ! ' l ' ' f------' --..-.-• ; . ! , : f J / ----"D=-,r ---:-:--t.:A1-"Y7---= '•iJ<S-'1-.,..;;;;;,;,-,._;.-::I:S.:~.:...\--:;;-~\!.Dr..:-£X 1---------·-----'----------· -----'.---f--1:::w. sep, L~-\:6-~~.,_ . ,-.n;\t;:J....,-'-. ... • .• •. ... ..!,i-j_. t;;;! _. __ ,_ • I . I --c------____ ....... , __ . __ --~_-_-_--_-_-.~~--I --..... --· --· ··--· --:·-·-·---------Jr-------------I .. -~ ----__ -------- -----.--. -----;-------·-. _._..... -· . -----·---·--. --- • ------1--------·----------. ---- . _____ , _ ___,__,__~--- ! -· ,-----.-.---,,-·_··_-_·_·_· __ ·· -=: ____ . __ . --·--.--._ ~-----: ___ .. ______ .-,----: ---------,.-•--'.--,.._ .. , 7 ' ,,. -·· ----,_ _____ .,. --. ----------· r-----·-- ---------... -r··---·--------------- ___ T"""t-41:l.'Z-~~:-Li-J~ _::_ I:.,~~-1:5> ... v.t--\.~a:tetb 6°)(.CJ=Y," _ fotz. ... ~'1-S---~-=---··---___ ......... . -H..\Dt CA-rel::>;-:. ·· -·-·-·--~-. -----~-- -----.. -~-------· . E . -. _,_j;.c;.\JJ~e;:io ____ ~~---TD __ w..e.-u....,_ e l..14€ 'Z, 5_ ~----F_-:: __ \ L~ 6~---+------l2h-- ____ _-_ 12,e.yi~~~-_: ~~+.r;> __ :~J 1\-V... cz_ __ Lu-l~ _ i 'S;_ ~--~---__ f~--~-2-~ .. _5_ ~~-~:-~-~~-~ : __ _ . -·. (:_ ~-~ _e. :---~~~€:= Ci' ~-o:--,tt~) -• -... ----· 7' .... ----· j_-----------: --~------·---· --...... ____ . _______ ..----H---~-r-------.------ . --·------·---·-1. ·--·-···· •.. -------------------- l \_ ..,.,,,._. : l Ai:::--_ A. I : '-~ ~~ HJerz;.: --~<(r..--C I ei::::i-------(',l01'""'·'-,-~ll,:.'Z,.-"2,rt'1'-'l-..c:. ,.,;mc;r-.r"-l.t)Y-H-l,.,,$ .... , . <w>.-,N .. -~----=---·-ftrtz-w0(2.,st:. ¢.¾.e-·2'1,e~---e:.s_~-~tc.-,~_(!.A:ut~s--.:-_··:-_------= -~:----··: :--:-~~--; ·t ~e:··.---i:.;\'5..J);.=.. L__ ~..:....: ... =-~ -. -___ -____:-___ ·~-. -------_--·7 ·-;--------· ·--·------ ,·--, ------·-· ,·--·· -r- ~·_:_~:::;~-:----~--~:;--~~-11;izTG1Yf.1o-,J:-··:'"·~--------.,.:_-_--:~;.::.:;. ' ! : ; ; '. 1 : -!-; . ' : ------------,-·-~~ ,---~------,---,------,----r---------·----.. : : ; ·: · < ~_. ::-:·~--:--·t-;·:: _-~-: ~ .. _:. -. !;-·-·_-_-_-_-_.,.._ -·:---:-·r:~-;--·-::~~:'.~~~:-;-±~-~ .;.....-.-+-b_i_ ; ___ : : :" _:_ .. L _ ._ :_ ....... --l ~ . . -~_:·:. . ... -.. ; .... :... ____ -·-.... : .. -.. -· ··-.... ' . . , -·----,'·-·· .-l, -----·--··-----·' ------~-· ·---···-:, -' .... .. ·~-::.: _____ ---.. -·:-.. ; ··-·-··-···-~ .. -·NoWXK:MEULMESTEif&-AsSociATES---; . -----·· ...... --:-.·--:--... -~·-·-:--- • -. ' . . .. ' · . .. STRUCTURAL AND CIVIL ENGINEERS O •• ;· ... • , • ·-.. ·---: .. ·--.. i, __ ·-------------:------· -----·--. ~--· .. ····· ·----_ _f .. • -• • • • 1 ~ BY1¥r'F-DATE\Z. . PROJECT -c,..ru.. Lcrr: 11.t 4e, ... ·; .. '.. . ..... ··-... '-· -----·-· SHEET NO.~ F..:..:.:::..::--: . ..:: ... ----,------·-·· ' " --~ ~ --··---·--····-------· -!--· ·---·---·-· :---......... · ...... · .. ·· · ·----.'._ ....... -·---·'··---·---··· JOBNO: ....... ·-· . ·--··---, ------·:--! • • -• • •,~u • •••,•--•:,. • • ·-·---•-<•••• •••-•-~--•-••-•-•••·•••••" •• -• • ••-·• • • --... '---·-·------.. ---···---:-----·---·----------... -----··-· --------------·-···---. ----· --' --' -·---·-w ~---r.:i,_.,._,--; ,:;,-· ·"5~·-(Z.Lvi:;.u:...;-s·; .. ~--.)~-·-· <.::. ·-. 1. . . • • . . -~~M~~ ;,:·. ,?c11'll~·,s;i)· c e \~--:;;. i ·t;·i o. ~~;-..... -····_ ~·---~~:. i:~~-·=~=:·:_~ ~~ --~ · · . -~--· ·: ....... ~ .. : _-:_: C Co.::-15~-~' ve-"") -· .. __ ..... . ,.•,.· r::, .. -}· -::;i,,.::t-::::. lf:,-lD ~ . l,A,-6,i, "":>. '1. . .. . • . . . . . --· --·· -·· FA-e.~ .. ::?.: .... 00I1 Ik. __ --w ·:··,-.,·--. ,. ~. . --'-··--. . . A~ ... i:..o l"'c' ~1 .. • .... __ •• _ .. _ . • . .. ' FA-~ \f:,\D \~. (-Ay:: '2-Jr\i. lb. ·VrLJ 1:Jf' G;~_,.J,~ : .... -. ' -·-·------· .... -------··-·····-· .. __ . ·-···---........ -, ·---_ ..... ,.._ ... -.. ·· .. --·· ... ·---...... ·--... :-·~ --~ -.. . .. . : ...... .. .. ~ ...... ... . .. . . --: __ ~:_-.. · ·:.--=. ~-~~~·--<~:~~~ ~~:~~~ ~~-~ :.-.... ----. ....... ~ ... · -::_~--~-r;~,i-1~:-~~t:·: ·· · .. ----·. ·---· --. ·-·-----... --····-· ---------------·--···------·-·· .. '. 'R:Xt-. -~1,~ . -;;.-;~e:, .-.... ·. ·-. L)'f:e To. ~ ~~!<.. i;11., · U-$' ~ "--o-J.1...-,.,'-c;~\ ')(, '7)-ou ·---·w;-·-,t;.!. 5··-s·w:---(h,---·····---·-·· I - -· _,. _____ .. --·--. --·------------·------·-·-------·-· ; .... -... ~ ... -: . . . ..... ---. . . -........... . . -:·----:--·--.----~=-.:..-. .:. ______ ; __ i -~---· .. ···-···· ..... : ... ··------"" ......... · .. -· :··t .... ··.· --'.···;---·-·~ --.... ·--:· -:-· ····-· ... ··: .... _ .. : . .,... __ --. ···--;_ .. . .. -··--·-··-·---·· ··--··· -· "•--------------------"-•···-.. ·-· ____ , __ ---... > _.. .._ . : . ' -.1 ~ . . ·--· .. ·--· . ; --.. ':, .. ----... -'.--·---.. -. ___ ; __ , ~-----~-....-______ __,; ... __ , _______ . -·-·-.. .,... •--··--____________ ._,_. ~; _; ~-,---· ·--···'-···-•-I --·-•-·-·----·--...l-_, ·! -•.. ·-----::--.- . ... .. ' . I ! . . . -'i ___ ,. __ , _ __, ..... 1 • .... __ ' ;_ -~---. . . . . j__ l ~ -.·.-·:. __ :_:-·i··: : ;. ; __ : __ ; __ :.L...t .. ~-~: __ ~--.: ... -·i-~·~ ~ . .--.-:-'.-----i ~ . .. ... . . . .. ··-: ---· . . . . .. --·--. :-------;··: ·-·-1 ----·· . ·--·-. -; . .. •. . .. .. -, ·-·· ·-. ~ ~:~~-;;/18 'W 10:07 1v,:~;~SCONDIDO 760 746 9495 PAGE 2 CoNSTRUCTION TksTING & ENGINEERING, INC. SANDIIGO,CA . RIVIIIIIDI, CA . VMnlllA, c:A TJtACY, tA I.ANCASTll,CA -2414Vlntp,dAwt. .90 I. l'lilQlalld CL 1645 Plldlk ATt. m Y. Linh ad. 421S6 10th SC. w. Slllte G Sullt7 Suite IOS Bulle 19 Unit IC 'P.lcolldldo, CA 9l029 c«on1, CA 91719 Oinud. CA 93033 Tl'll.'Y, CA 9S~76 unctster!CA 93S3't (76o) 74'4955 (909) 371-1890 (80S) ~7S (209) 839-2890 (805) 716-9676 (760) 746-9806 ,.u (909) 371-2168 PAX (BOS) 486-90 I 6 FAX (209) 839-ffiS r.u (805) 72&9676 FAX Oecember 17 ~ 1997 CTE Job No. 10-1874 Turpit and Partners Architects 6305 Lu~k Boulevard, Suite 200 San Diego, California 92 t 21 ~ (619) 535-0606 Fax: (619) 535-9455 Subject: Referenced Plans: Dear Sirs: Review of Grading and Foundation Plans Proposed Concrete Tilt-up Structures Lots 4 7 and 48, Carlsbad Research Center Ca,rlsbad, California "Grading Plans for Lots 47 and 48, Carlsbad Tract No, 85-24, Unit No. 4, Map No. 118 J 0. '\ Prepared by JP Engineering, Inc.; Dated October 10, 1997 "Foundation Plan-· Bldg. A and a, Carlsbad Research Center, Lot 47 and 48." Ptepared by Nowak -Meulmester & Associates, Dated November 10, 1997. At your request, CTE has reviewed the grading and foundation plans for the referenced project. it is our conclusion that the reviewed foundation plan is in general conformance with recommendations presented in our Update Geotechnical Report, dated September 26; 1996. Based on our review of the referenced plans, all footings wi11 be founded entirely on compacted fill. Additionally, we recommend that all footings be ufideriain by a minimum of 18 inches of compacted fill, including deepened loading dock footings. Should you have any ·questions or need further informatio~ please do not hesitate to contact this office. Respectfully submitted, GEOTECHNICAL AND .CONSTRUCTION ENGINEERING TESTING AND INSPECTION f .. _ ~-. --. . . . -fl~£: -41~(a >Orr,. CoNs .. .RUCTION TESTING & ENGINEERING, 1~. SAN DIEGO, CA • RIVERSIDE, CA • VENl'URA, CA • 2414 Vineyard Ave.· 490 E. Prlnceland Ct. Suite G Suite 7 Escondido, CA 92029 Cnrona, CA 91719 1645 Pacific Ave. Suite 105 MODESTO, CA • IANCASTER, CA • LAS VEGAS, NV • SEATILE, WA 3540 Oakdale Rd. 42156 10th St W. 4560 S. Valley Vlew 235 S.W. 41st St Suite A2 Unit K Suite A-3 Renton, WA 98055 Modesto, CA 95357 Lancaster, CA 93534 Las Vegas, NV 89103 (206) 656-1266 .. ENOINEERINO, INC. (619) 746-4955 (909) 371-1890 (619} 746-9806 FAX (909) 371-2168 FAX Oxnard, CA 93033 (805) 486-6475 (805) 486-9016 FAX (209) 551-2271 (805) 726-9676 (702) 795-2278 (206) 656-1265 FAX (209) 551-3593 FAX (805) 726-9676 FAX (702) 7264485 FAX • ' ~- 'I ·L ! . i . ._;. f ~ '. l '-::"' j . I L:.. .u U. 1 . UPDATED GEOTECHNICAL INVESTIGATION PROPOSED CONCRETE TILT-UP STRUCTURES LOTS 47 AND 48, CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA Prepared for: MR. NED BANNING DIVERSIFIED PROPERTIES 1770 GILLESPIE WAY, SUITE 101 EL CAJON, CA 92020 Prepared by: -CONSTRUCTION TESTING & ENGINEERING, INC. 2414 VINEYARD AVENUE, SUITE G ESCONDIDO, CA 92029 CTE Project No. 10-1874 September 26, 1996 GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING _AND _i --- I ' I r L I I L- TABLE OF CONTENTS- SECTION PAGE EXECUTIVE SUMMARY .......................................... 1 1.0 INTRODUCTION AND SCOPE OF SERVICES ......................... 2 1.1 Introduction , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1.2 Scope of Services ......................................... 2 2.0 SltE DESCRIPTION ........................................... 3 3.0 FIELD AND LABORATORY INVESTIGATIONS ....................... 3 3 .1 Field Investigation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 3. l. l "Undisturbed" Soil Samples ............................ 4 3.1.2 Disturbed Soil Sampling .... ; ......................... 4 3. 2 Laboratory Investigation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4.0 GEOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4.1 General Setting . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4.2 Geologic Conditions ....................................... 6 4.2.1 Engineered Fill Materials .............................. 6 4.2.2 Cretaceous Point Loma Formation . . . . . . . . . . . . . . . . . . . . . . . 6 4.3 Groundwater Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 4.4 Geologic Hazards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 4.4.1 General Geologic Hazards Observation ..................... 7 4.4.2 Local and Regional Faulting ........ : ................... 7 4.4.3 Earthquake Accelerations .............................. 8 4.4.4 Liquefaction and Seismic Settlement Evaluation ............... 9 4.4.5 Tsunamis and Seiche Evaluation ........................ 10 4.4.6 Landsliding or Rocksliding ............................ 10 4.4. 7 Compressible and Expansive Soils . . . . . . . . . . . . . . . . . . . . . . 10 5.0 CONCLUSIONS AND RECOMMENDATIONS ......................... 11 5 .1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 -5.2 Grading and Earthwork .................................... 11 5.3 Site Preparation ......................................... 11 5.4 Site Excavation ........... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 5.5 Fill Placement and Compaction ............................... 13 5.6 Fill Materials .......................................... 13 5. 7 Temporary Construction Slopes .. ~ ............................ 14 5.8 Foundations and Slab Recommendations ......................... 14 i L r L.~ ' i L- I L.- i I I '-- I I • l_ . i ' ' .._ ., SECTION TABLE OF CONTENTS (continued) PAGE 5.8.1 Foundations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 5.8.2 Foundation Settlement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 5. 8. 3 Foundation -Setback . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . 16 5.8.4 Concrete Slab-On-Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 5.9 Lateral Resistance and Earth Pressures . . . . . . . . . . . . . . . . . . . . . . . . . 17 5.10 Exterior Flatwork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 5.11 Drainage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 5. 12 Vehicular Pavements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 5 .12.1 Asphalt Pavement ............................. .' . . 20 5.12.2 Portland Cement Concrete Pavements . . . . . . . . . . . . . . . . . . . 21 5.13 Slopes . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 22 5 .14 Construction 'observation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 5 .15 Plan Review . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 6.0 LIMITATIONS OF INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 FIGURES Figure 1 Figure 2 Figure 3 APPENDICES Index Map Boring Location Map Retaining Wall Drainage Detail . Appendix A References Cited Appendix B Exploration L9gs Appendix C Laboratory Methods and Results ii I L..- ; ..__ I I I '- I . Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 EXECUTIVE SUMMARY Page 1 CTE Project No. 10-1874 Our investigation was perfonned to provide site-specific geotechnical infonnation for the concrete i tilt-up structu_re and associated improvements proposed for Lots 47 and 48, Carlsbad Research Center, Carlsbad, California. Our investigation found that the proposed building pad area of the site is underlain by engineered fills and units of the Cretaceous Point Loma Formation to the maximum explored depth of approximately 33.5 feet below grade {fbg). Groundwater was not encountered in our excavations. Al!hough groundwater levels will likely fluctuate during periods of precipitation, groundwater is. not expected to affect the proposed development. With respect to geologic and seismic hazards, the site is considered as safe as any within coastal San Diego County {an area of moderate to high seismic risk). Based on the geologic findings and reference review no active surface faults are known to exist at the site. In general, the results of our investigations indicate that the proposed project can be constructed as planned provided the recommendations presented in this re~ort are followed. Existing fill soils were found to be medium to highly expansive and some special consideration will need to be used during construction of the proposed structure to 'mitigate this potential problem. l. -' i l~ / L ! '-- Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page2 CTE Project No. 10-1874 1.0 INTRODUCTION AND SCOPE OF SERVICES 1.1 Introduction This report presents the results. of our updated geotechnical investigation and provides conclusions and geotechnical engineering criteria for the proposed development. It is our . understanding that the site is to be developed by constructing a concrete tilt-up structure and associated improvements (e.g., landscaping, utilities, and parking areas). Our investigation included field exploration,. laboratory testing, geologic hazard evaluation, and engineering analysis. Specific recommendations for excavations, fill placement, and foundation design for the proposed structure are presented in this report. _ Cited references are presented in Appendix A. 1. 2 Scope of Services The scope· of services provided included: • A review of readily available geologic and soils reports pertinent to the site and adjacent areas. • An exploration of subsurface conditions to the depths influenced by the proposed construction. • Laboratory testing of representative soil samples to provide data to evaluate the geotechnical design characteristics of the soils. • Definition of the general geology and evaluation of potential geologic hazards at the site. • Soil engineering design criteria for the proposed improvements. • Preparation of this. summary report of the investigations performed including geotechnical construction recommendations. l "-- L I . L I . I L Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Page 3 Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 CTE Project No. 10-1874 2.0 SITE DESCRIPTION The site is at the end of Rutherford Court, Carlsbad, California. Figure 1 is an index map showing the location of the site. Land use near the site is dominantly commercial, although portions of the area are undeveloped. Currently unimproved, the site was apparently mass graded in the late 1980s (San Diego Geotechnical Consultants, 1988). The site elevation varies from approximately 260 to 270 feet above mean sea level. The site is bounded to the west by College Boulevard, to the north by unimproved mass graded lots, to the east by a concrete tilt-up building, and to the south by Lot 46 (currently being developed). Engineered slopes, at inclinations of generally 2: 1 (horizontal:vertical) or flatter, descend from the site to the north and west and ascend from the site to the east. Figure 2 is a map showing the proposed building area. 3 .0 FIEJ,,,D AND LABORATORY INVESTIGATIONS 3 .1 Field Investi~ation Field exploration, conducted August 28, 1996, included site reconnaissance and the excavation of seven soil borings to assess the condition of shallow soil materials. The soil borings were excavated using a Spiradrill T2000, truck-mounted drill rig. Soils were logged in the field by a geologist and were visually classified using the Unified Soil Classification system. The field descriptions have been modified, where appropriate, to reflect laboratory test results. Exploration l. ·- l L.... Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page4 CTE Project No. 10-1874 logs including descriptions of the soil and field-testing and supplementary laboratory data are included in Appendix B. Approximate exploration locations are shown on Figure 2. 3. 1 . 1 11 Undisturbed II Soil Samples "Undisturbed" soil samples were collected using a modified California-drive sampler (2.4- inch inside diameter, 3-inch outside diameter) lined with sample rings. Drive sampling was conducted in overall accordance with ASTM D-3550. The steel sampler was driven into the bottom of the borehole with successive drops of a 140-pound weight falling 30 inches. Blow counts required for sampler penetration are shown on the boring logs in the column "Blows." The soil was retained in brass rings (2.4-inches in diameter, 1.0-inch in height) and carefully sealed in waterproof plastic containers for shipment to the I laboratory. Saipples collected in this manner were analyzed for in-place moisture and dry density, direct shear characteristics, Atterberg limits, and particle-size distribution. 3. 1,2 Disturbed Soil Samplin~ Bulk soil samples were collected for laboratory analysis using two methods. Standard Penetration Tests· (SPT) were performed (per ASTM D-1586) at selected depths in the borings using a standard (1 .4-inch inside diameter, 2-inch outside diameter) split barrel sampler. The driving hammer for the SPT samples was a 140-pound weight falling 30 inches._ The recorded blow count (N) for sampler penetration is shown on the boring logs l ·1 \, .. ~ l -- I· ·'-- L_ '-- L_ l Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page5 CTE Project No. 10-1874 in the column "Blows." Samples collected in this manner were placed in sealed "Zip- Lock" or equivalent plastic bags. Bulk soil sarnples of the drill cuttings were also collected in large plastic bags. These samples were analyzed for expansivity, maximum dry density and optimum moisture relationship (Modified Proctor), and Resistance 'R'-Value. 3.2 Laboratory Investh:ation Laboratory tests were conducted ~n representative soil samples for classification purposes and to evaluate soil physical properties and engineering characteristics. As indicated above, soil samples were analyzed for maximum dry density and optimum moisture relationship (Modified Proctor), expansivity, Resistance "R" value, direct shear characteristics, Atterberg limits, and particle-size distribution. Test method descriptions and laboratory testing results are included in Appendix C. 4.0GEOLOGY 4.1 General Settin~ The site lies within the coastal mesa portion of the San Diego area. Land forms in the vicinity of the site consist generally of uplifted, generally flat marine terraces dissected by gullies and ravines. Locally, the topography slopes down to the west. i I L L '-- Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsba,d Research Center, Carlsbad, California September 26, 1996 4.2 GeoloKic Conditions Page 6 CTE Project No. 10-1874 Based on geologic observation and mapping and compaction testing by San Diego Geotechnical Consultants (1988), surface soils at the site consist of engineered fills and units of the Cretaceous Point Loma Formation. 4.2, l EnKineereg Fill Materials Engineered fill materials were observed in each of our explorations to a maximum depth of approximately 8 and 32 fbg in the northwestern and northeastern corners of the site. Engineered fills generally consist of medium to very dense, dry to moist, silty fine sands and sandy silts with rock fragments. 4,2,2 Cretaceous Point Loma Formation Cretaceous Point Loma Formation materials were encountered underlying the engineered fill materials and/or disturbed surface soils in each boring. These materials consist generally of dry to moist, gray and orangish brown, sandy siltstone or siltstone. Occasional fossils (clams, etc.) were observed in some borings. Based on boring observations and work on the adjacent Lot 46 these soils are expected to be very dense. i I i L ; I ,, ·I '-- I l. - L_ I . I !• ' '-- i. __ Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 4.3 Groundwater Conditions Page 7 CTE Project No. 10-1874 No groundwater was encountered to the maximum explored depth of approximately 33.5 fbg. Groundwater is not expected to affect the proposed improvements if proper site drainage is maintained. 4.4 Geolo1dc Hazards 4.4.1 General Geoloaic Hazards Observation From our investigation it appears that geologic hazards at the site are primarily limited to those caused by violent shaking from earthquake generated ground motion waves. The potential for damage from displacement or fault movement beneath the proposed structure should be considered low. 4.4.2 Local and Re2ional Faultin2 Based on our site reconnaissance, evidence from our explorations, and a review of appropriate geologic literature, it is our opinion that the site is not on known fault traces. The Rose Canyon Fault, approximately 7 .5 miles to the southwest, is the closest known active fault (Jennings, 1987)_ According to the California Division of Mines and Geology, a fault is active if it displays evidence of activity in the last 11,000 years (Hart, 1994). Other principal active regional faults include: the Coronado Banks and San Clemente Fault Zones, (about 22 and 59 miles southwest of the site); and, the Elsinore, San Jacinto, and Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Page 8 Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 CTE Project No. 10-1874 San Andreas faults (about 22, 45, and 65 miles northeast of the site). Table 1 is a summary, including the seismic characteristics, of the principal regional faults considered most likely. to rupture and possibly induce strong ground shaking at the site during the useful life of the proposed construction. Estimated probable earthquake magni~des are derived from Greensfelder (1974) except where indicated. .... ·:·· ·. . ··-:··: ··: .· .... : • ... ::: . :,; :,:·· :.-: :: . :: : :'.:~~ .. .. TABLE 1 ·.;·· .···-: .. . : . SEISMICITY FOR MAJOR FAULTS ,' FAULT or ESTIMATED ESTIMATED PEAK BEDROCK REPEATABLE FAULT DISTANCE PROBABLE ACCELERATION HIGH GROUND ZONE (miles) AND EARTHQUAKE (in G-forces) ACCELERATION DIRECTION MAGNITUDE (in G-forces) FROM SITE Rose Canyon 7.5SW 7.0 0.43g 0.28g Coronado 22SW 6.7* 0.23g 0.23g Banks San Clemente 59SW 7.5 0.09g 0.09g Elsinorl! 22 NE 7.5 0.27g 0.27g San Jacinto 45 NE 7,5 I 0.13g 0.13g San Andreas 65 NE 8.3 0.10g 0.10g - * Estimated Probable Earthquake Magnitude from Artim et al, 1989 4.4.3 Earthquake Accelerations We have analyzed the possible bedrock accelerations at the site using procedures outlined in Ploessel and Slosson (1974). For the intended use, it is our opinion that the most ; . L I l_ Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page 9 CTE Project No. 10-1874 significant seismic event would be a 7 .0 moment magnitude earthquake on the Rose Canyon Fault. This event could produce estimated peak bedrock accelerations of 0.43 g and repeatable high ground accelerations of 0.28 g. 4.4.4 Liquefaction and Seismic Settlement Evaluation Liquefaction occurs when saturated fine-grained sands or silts lose their physical strengths during earthquake induced shaking and behave as a liquid. This is due to loss of point-to-point grain contact and transfer of normal stress to the pore water. Liquefaction potential varies With water level, soil type, material gradation, relative density, and probable intensity and duration of ground shaking. Because of the generally dense nature of onsite materials and the absence of a permanent groundwater condition it is our opinion that the potential for liquefaction should be considered low in all areas of the project. Seismic settlement occurs when loose to medium dense granular soils densify during seismic events; The on-site materials were generally found to be medium dense to dense. Therefore, in our opinion, the potential for seismic settlement resulting in damage to site improvements should be considered low. l . L I , l Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 4.4.5 Tsunamis and Seiche Evaluation Page 10 CTE Project No. 10-1874 The site is not near any significant bodies of water that could induce seiche damage. The potential for tsunami damage at the site is nonexistent due to the site's distance from the ocean (approximately 3 miles) and elevation (approximately 265 feet above mean sea level). 4.4,6 Landslidin& or Rockslidin& Active landslides were not encountered and have not been mapped near the site. In addition, the slopes forming the western, northern and eastern borders of the site were apparently properly engineered to preclude landsliding hazards. Landsliding is therefore not considered a significant hazard within or immediately adjacent to the proposed structures. 4.4. 7 Compressible and Expansive Soils Based on geologic observation the on-site materials exhibit very low to low compressibility characteristics and are considered suitable for the proposed structure. The expansion index of the tested fill materials was 86. This value is indicative of soil with a medium expansion potential (per UBC Table 18-1-B). L -L L Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Page 11 Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 CTE Project No. 10-1874 5.0 CONCLUSIONS AND RECOMMENDATIONS 5.1 General We conclude that the proposed construction on the site is feasible from a geotechnical standpoint, provided the recommendations in this report are incorporated into the design of the project. Recommendations for the design and construction of the proposed structure are included below. 5.2 . Gradini and Earthwork CTE should continuously observe the grading and earthwork operations for this project. Such observations are essential to identify field conditions that differ from those predicted by this investigation, to adjust designs to actual field conditions, and to detect that the grading is in overall accordance with the recommendations of this report. Our personnel should perform adequate observation and sufficient testing of fills during grading to support the Geotechnical Consultant's professional opinion regarding compliance with the noted compaction requirements and specifications. 5.3 Site Preparation Before grading, the site should be cleared of any topsoil, existing debris, and any other deleterious materials. Expansive. surficial eroded, desiccated, burrowed, or otherwise disturbed soils should be removed to the depth of the competent undisturbed native formational materials or competently engineered fill. Based on our explorations this depth. is expected to be 1 to 2 feet. Organic L l I i '-- Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, l 99~ Page 12 CTE Project No. 10-1874 materials not suitable for structural backfill should tie disposed of off-site or placed in non- structural planter or landscape areas. All organic materials excavated and removed should be disposed of at a legal disposal site. 5.4 Site Excavation Excavations in site materials should generally be accomplished with heavy-duty construction equipment under normal conditions. Irreducible materials greater than 3 inches encountered during excavations should not be used in fills on the site. Based on the reviewed mass grading plans, recent site investigation activities, and the preliminary site plan provided, it appears that the proposed structures will be founded across a cut:fill transition. To mitigate this transition, we recommend the entire building pad area on Lot 47 be I ovetexcavated to provide a minimum of two feet of compacted fill beneath all footings. For the structure on Lot 48, we recommend the building pad be overexcavated to provide a minimum of one foot of compacted fill beneath all footings. Additionally, we recommend that the bottom of all excavations be scarified to a depth of 12 inches and properly moisture conditioned and recompacted. I I I L I ~ i L l~ I . --- I l_ Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 5,5 Fill Placement and Compaction Page 13 CTE Project No.' 10-1874 The geotechnical consultant should verify that the proper site preparation has occurred before fill placement occurs. As indicated above, areas to receive fill or improvements should be scarified to a depth of 12 inches, properly moisture conditioned and recompacted. Fill and backfill should be compacted to a minimum relative compaction of 90 percent of the laboratory maximum density percent as evaluated by ASTM D1557 at a moisture content between optimum and 4 percent above optimum. The optimum lift thickness for backfill soil will be dependent on the type of compaction equipment used. Generally, backfill should be placed in uniform lifts not exceeding 8-inches in loose thickness. Backfill placement and compaction should be done in overall conformance with geotechnical recommendations and local ordinances. · 5.6 Fill Materials Existing fill soils derived are considered suitable for reuse on the site as compacted fill, provided they are screened of organic materials and materials greater than 3 inches in a maximum dimension. Imported fill beneath structures, pavements and walks should have an expansion index less than ' or equal to 30 (per UBC Table 18-1-B) with less than 35 percent passing the no. 200 sieve. Imported fill soils for use in structural or slope areas· should be evaluated by the soils engineer to determine strength characteristics before placement on the site . I L I i •. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 5.7 Temporary Construction Slopes Page 14 CTE Project No. 10-1874 Provided below are sloping recommendations for unshored temporary excavations. The recommended slopes should be relatively stable against deep-seated failure, but may experience localized sloughing. The recommended slopes are based on the assumption that excavation side walls will consist of non-cemented silty sands and silt. Onsite soils are considered Types A and B soils with recommended slope ratios as set forth Table 2 below. : • ... TABLE2 ' . . ' RECOl\ilMENDED TEMPORARY SLOPE RATIOS ' . ·. .. :·.;.:./:' .. :::., __ : ',• SOILS TYPE SLOPE RATIO MAXIMUM HEIGHT (Horizontal: Vertical) A (Point Loma Formation) 3/4:1 (Maximum) 20 Feet B (Engineered Fill Soils) __ 1: 1 (Maximum) 20 Feet Actual field conditions and soil type designations must be verified by a "competent person" while excavations exist according to Cal-OSHA regulations. Also, the above sloping recommendations do not allow for surcharge loading at the top of slopes by vehicular traffic, equipment or I materials. Appropriate Sl;Jrcharge setbacks must be maintained from the top of unshored slopes. 5,8 Foundations and Slab Recommendations The recommendations provided below should be considered preliminary and may require revision pending laboratory results or field conditions exposed during construction. I. ! \..--~ I ' I I L I I ' L_ I L... Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 5, B. 1 Foundations Page 15 CTE Project No. 10-1874 Continuous and isolated spread footings are suitable for support of the proposed structures. Foundation dimensions and reinforcement should be designed based on allowable bearing values of 2000 psf for footings founded entirely on compacted fill materials. This value may be increased by one-third for shqrt term wind and/or seismic loading. On Lot 47, footings should be at least 12 inches wide and have a minimum embedment of 24 inches below the lowest adjacent subgrade. On Lot 48, footings should be at least 12 inches wide and have a minimum embedment of 18 inches below the lowest adjacent subgrade. Minimum footing reinforcement for continuous footings should consist of four #5 reinforcing bars; two placed near the top and two near the bottom of the footing. Isolated footing reinforcement should be designed by the structural engineer. 5,8.2 Foundation Settlement The potential for foundation settlement should be analyzed once actual foundation loads are known. In general, for the anticipated loads and bearing pressure the following settlement values can be expected under each of the two grading options presented: I . L I ~- I L Updated Geotechnical Investigation Proposecl Concrete Tilt-Up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page 16 CTE Project No. 10-1874 The maximum total settlement is expected to be on the order of 1. 0 inch. The maximum differential settlement of continuous footings across the building is expected to be on the order of 0.5 inch. 5. 8. 3 Foundation Setback In all cases, footings for structures should be designed such that the horizontal distance from the top of the adjacent slope to the outer edge of the footing is a minimum of 10 feet. 5.8.4 Concrete Slab-On-Grade Concrete slabs-on-grade should be at least four inches thick for light industrial loads. As a minimum, concrete slabs should be reinforced with #3 reinforcing bars on 18-inch or #4 reinforcing bars on 24-inch centers. All slab reinforcement should be properly supported to ensure placement near mid-height of the concrete. Special design consideration should be given to the type of business and the building's intended use. Heavy machinery or vehicular loads may require aggregate base, thicker slab and increased reinforcement. This office should be contacted provide additional recommendations if conditions differ from those assumed above. In moisture sensitive floor areas, slabs should be underlain by a vapor barrier consisting of a minimum of six mil polyethylene sheeting or equivalent membrane with all laps I I L. I L.- i L. l_ Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page 17 CTE Project No. 10-1874 sealed. This membrane should be placed over two inches of clean sand (Sand Equivalent > 30) and covered with a minimum of two inches of sand to protect the sheeting during concrete placement operations. 5. 9 Lateral Resistance and Earth Pressures Lateral loads acting against structures may be resisted by friction between the footings and the supporting soil or passive pressure acting against structure. If frictional resistance is used, we recommend allowable coefficients of friction of 0.35 (total frictional resistance equals coefficient of friction times the dead load) for concrete cast directly against compacted fill. A design passive resistance value of 300 pounds per square foot per foot of depth (with a maximum value of 1200 pounds per square foot) may be used. This value assumes a horizontal soil extending at least 10 feet. The allowable lateral resistance can be taken as the sum of the frictional resistance and the passive resistance, provided the passive resistance does not exceed two-thirds of the total allowable resistance. Retaining walls up to ten feet high and backfilled using granular import soils may be designed using the equivalent fluid weights given in Table 3 below. I L I ! ·- Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 WALL TYPE CANTILEVER WALL (YIELDING) RESTRAINED WALL TABLE3 EQUIVALENT FLUID UNIT WEIGHTS LEV.EL BACKFILL 38 58 Page 18 CTE Project No. 10-1874 .,•' . .. -.: ..... . SLOPED BACKFILL 2: 1 (HO RIZO NT AL: VERTICAL) 60 90 The above values assumt;'! non-expansive backfill and free draining conditions. Soils with an expansion index greater than 30 should not be used as retaining wall backfill material. Measures should be taken to prevent a moisture buildup behind all retaining walls. Drainage measures should include free draining backfill materials and perforated drains. Figure 3 provides a recommended gravel and perforated pipe drainage system. These drains should discharge to an appropriate offsite location. Additionally, we recommend that only light, hand-operated equipment be used to compact backfill I behind retaining walls. the backfill should not be over-compacted, as excessive compaction loads will increase earth pressures above the values give above. ' , .. L ! . I . I . L Updated Geotechnical Investigation Page 19 Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 . CTE Project No. 10-1874 5.10 Exterior Flatwork To reduce the potential for distress to exterior flatwork caused by minor settlement of foundation soils, we recommend that such flatwork be installed with crack-control joints at appropriate spacings as designed by the project architect. Flatwork, which should be installed with crack control joints, includes driveways, sidewalks, and architectural features. All subgrades should be prepared according to the earthwork recommendations previously given before placing concrete. Positive draina,ge should be established and maintained adjacent to all flatwork. Additionally, we recommend that the flatwork be reinforced with #3 reinforcing bars on 18-inch or #4 reinforcing bars on 24-inch centers. 5.11 Draina~e · Surface runoff should be collected and directed away from improvements by means of appropriate erosion reducing devices and positive drainage should be established around the proposed improvements. Positive drainage means drainage away from improvements at a gradient of at least 2 percent for a distance of at least five feet. The project civil engineers should thoroughly evaluate the on-site drainag~ and make provisions as necessary to keep surface water from affecting the site. I ,L- i I L Updated Oeotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 · 5.12 Vehicular Pavements Page 20 CTE Project No .. 10-1874 All aggregate base materials and the upper 12 inches of subgrade materials to receive pavements should be compacted to a minimum relative compaction of 95 percent of the laboratory maximum density (as determined by ASTMD 1557). 5.12.1 Asphalt Pavement Preliminary pavement sections presented below are based on a Resistance "R" Value of surficial site materials. The asphalt pavement design is based on California Department of Transportation Highway Manual and on traffic indexes as indicated in Table 4 below. Upon completion of finish grading, "R" Value sampling and testing of subgrade soils should be conducted and pavement section modified if necessary. Traffic Area Truck Drive/ Loading Areas Auto Parking Areas TABLE4 ASPHALT _PA VEME~t(. ·_: Assumed Traffic Index 6.0 4.5 Subgrade "R" Value I 5 5 .. ; AC Thickness (inches) 3.5 2.5 Class II Aggregate Base Thickness (inches) 14 10 Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 1 5.12.2 Portland Cement Concrete Pavements Page 21 CTE Project No. 10-1874 We understand that parking and drive areas may be paved with concrete pavements. The recommended concrete pavement section for drive areas has been designed assuming single axle loads of 15 kips, 10 repetitions per day. The above assumed values reflect light industrial traffic loads. Corresponding pavement de$igns presented in Table 5 below may not be adequate for larger axle loads and traffic volume. Concrete used for pavement areas should poss~ss a minimum 600 psi modulus of rupture. Pavements should be constructed according to industry standards. Traffic Area ' . Tntck Drive/ Loading Areas Auto Parking Areas Subgrade R-Value PCC Thickness (inches) 5 7.0 5 6.0 Concrete pavements placed directly on the expansive oh-site materials should be reinforced with a minimum of #3 reinforcing bars on 18-inch or #4 reinforcing bars on 24-inch centers each way at mid-slab height. Control joints constructed in concrete pavements should be in filled with suitable filler compound to minimize moisture infiltration into subgrade soils. i ! ' I . ! Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California Septeniber 26, 1996 · 5. 13. Slopes Page 22 CTE Project No. 10-1874 Existing site slopes were examined and evaluated based on observed soil conditions and recent investigations. Existing site slopes are generally 2: 1 (horizontal:vertical) or flatter. Based on anticipated soil strength characteristics, fill slopes should be constructed at slope ratios of 2: 1 (horizontal:vertical) or flatter. These fill slope inclinations should exhibit factors of safety greater than 1. 5. Although graded and existing slopes on this site should be grossly stable, the soils will be somewhat erodible. Therefore, runoff water should not be permitted to drain over the edges of slopes unless that water is confined to properly designed and constructed drainage facilities. Erosion resistant vegetation should be maintained on the face of all slopes. Typically soils along the top portion of a fill slope face will tend to creep laterally. We do not recommend distress sensitive hard scape improvements be constructed within five feet of slope crests in fill areas. 5.14 Construction Observation The recommendations provided in this report are based on preliminary design information for the proposed construction and the subsurface conditions found in the exploratory boring locations. L_ I ' I ., I ·I I L_ L Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California I September 26, 1996 Page 23 CTE Project No. 10-1874 The interpolated subsurface conditions should be checked in the field during construction to verify that conditions are as anticipated. Recommendations provided in this report are based on the understanding and assumption that CTE will provide the observation and testing services for the project. All earthwork should be observed and tested to verify that grading activity has been performed according to the recommendations contained within this report. All footing trenches should be evaluated by the project engineer before reinforcing steel placement. 5.15 Plan Review CTE should review the project foundation plans and grading plans before commencement of earthwork to identify potential conflicts with the recommendations contained in this report. 6,0 LIMITATIONS OF INVESTIGATION The field evaluation, laboratory testing and geotechnical analysis presented in this report have been conducted according to current engineering practice and the standard of care exercised by reputable geotechnical consultants performing similar tasks in this area. No other warranty, expressed or implied, is made regarding the conclusions, recommendations and opinions expressed in this report. Variations may exist and conditions not observed or described in this report may be e~countered during construction. '-· I I '-- Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad .Research Center, Carlsbad, California September 26, 1996 Page 24 CTE Project No. 10-1874 Our conclusions and recommendations are based-on an analysis of the observed conditions. If conditions different from those described in this report are encountered, our office should be notified and additional recontrnenda.tions, if required, will be provided upon request. We appreciate this opportunity to be of service on this project. If you have any questions regarding this report, please do not hesitate to contact the undersigned. Respectfully submitted, CONSTRUCTION TESTING & ENGINEERING, INC. 4_/ &CL-/ ~~~ey D. Ballard, GE #2173 · Geotechnical Engineering Mana CJ,11, 4- 1/lLynch, CEO #1890 Senior Engineering Geologist RDB:JG:d file: 101874/gtrpOl.wpd ( j: l .. 0 0 ~ --------~ \ I I I I: 18 ,\g: I r--.... , I ........ 1/4 1320 --....... -.... 1/2 2640 ........ I / _,, ( I I i I I If ',--( \----,,. V ..__, I \I _ I .,,.-.... / ............ .,,. ---.-.-- " ~-\ I \. \ \ \ \ \ ,/ I // / CAJ~s'r, AD \ ', / I I I I I I I ,, -_,,,,---1---· / --' I ..., ,, / I ' ' ' '-, ....... " ~.,,,. .. --4 .:-: I \Ill.ES SOURCE· THOMAS BROTHERS MAPS 1996 SAN DIEGO EDITION INDEX MAP COMMERCIAL BUILDINGS LOTS 47 & 48, CARLSBAD RESEARCH CENTER CARl.SBAD, CALIFORNIA C:IPROJECTS\10-1874\INDEXMAP CVS ;I LOT48 LEGEND B-l. APPROXIMATE BORING LOCATIONS -< EXISTING SLOPE COURT " LOT47'" B-7 ~ \ -_/ ~~ CONSTRUCTION TESTING & ENGINEERING, INC. 0.,-GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION --CUT/FILL TRANSITION ~~-....lo. 24I~ VINEYARD AVENUE, STE G ESCONDIDO CA. 92029 (619) 746-49SS C:IPROJECTSII0-1874\BORLOC.CVS BORING LOCATION MAP COMMERCIAL BUILDINGS LOT~ 47 AND 48, CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA RETAINING WALL FINISH GRADE WALL FOOTING I I I L_~ C·IPROJECTS\10-1874\RETW ALL.CVS > -~ • < . () t.. ... .. • l . 0 0 AO I::) 4 p O • • •" 0 0~ t Q V . 0 () ~ 3/4" ORA VEL SURROUNDED BY FILTER FABRIC (MIRAFI 140 N, OR EQUIVALENT) '• ·--I'MIN >• ~C II • 0 0 A •• D J • ~C II Oo • J p O. . . •" tJ • , 0~ :-. 4" DIA. PERFORATED PVC PIPE (SCHEDULE 40 OR MINIMUM 6" LA YER OF FILTER ROCK UNDERLYING PIPE .. /· ~'«1, CONSTRUCTION TESTING & ENGINEERING, INC. J' ";. GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION "~=---..lo, E);GINEERJNO.INC 2414 VINEYARD A VENUE. STE G ESCONDIDO CA. 92029 (619)746-4955 RETAINING WALL DRAINAGE DETAIL COl\ll\lERCIAL BUILDINGS LOTS 47 & 48, CARLSBAD RESEARCH CENTER CARLSBAD; CALIFORNIA CTEJOBNO: 10-1874 A : NO SCALE DATE: F 9/96 3 l .. ' L I: -~- L I ~- r I I' ,_ I L ! l L- I I L L l_ j. I. I i L- APPENDIX A REFERENCES CITED L l· ; l- L I l __ i l... REFERENCES CITED 1. Artim, E.R, Estrella, H., Koeomstedt, M., Ferman, J.L.A., and Ledesma, J., 1989, The Coronado Bank Fault: A Real Threat to San Diego, in Roquemore, G., and Tanges, S., eds., Proceedings of Workshop on "The Seismic Risk in the San Diego Region: Special Focus on the Rose Canyon Fault System," The Southern California Earthquake Preparedness Project, State of California Office of Emergency Services. 2. Greensfelder, R., 1974, "Maximum Credible Rock: Acceleration from Earthquakes in California", California Division of Mines and Geology, Map Sheet 23. ' 3. Hart, Earl W., revised 1994, "Fault-Rupture Hazard Zones in California, Alquist Priolo, Special Studies Zones Act of 1972", California Division of Mines and Geology, Special Publication 42. 4. Jennings, Charles W., revised 1987,. "Fault Map of California with Locations of Volcanoes, Thermal Springs and Thermal Wells". 5. Ploessel, M.R. and Slosson, J.E., 1974, "Repeatable High Ground Accelerations from Earthquakes-Important Design Criteria," California Geology, p. 195-199. 6. San Diego Geo technical Consultants, Inc., April 1, 1988, "As-Graded Geo technical Report, Carlsbad Research Center, Phase III, IV and V, (Lots 76 through 91, 108 and 109)", Carlsbad, California [consultant report]. l,_, ' l_ l L I '· '-- L L L I !· I I . APPENDIX B EXPLORATION LOGS ... L t_ L i ~- I ~--- L PROJECT: CTEJOB NO: LOGGED BY: f~ CO? .TRUCTION TESTING & ENGH -ERING, INC p. 7 ?, 1,,~.,. '---JTECHNICAL AND CONSTRUCTION ENGINEERING TESTINu AND INSPECTION O'J , .,, '\. 2414 VINEYARD AVENUE, SUITE G ESCONDIDO CA. 92029 '(6H) 746-4955 EIIO!!-'EIOOIIO.INC LOTS 47 & 48, C.R. CENTER 10-1874 J. DEWHt,JRST DRILLER: BARGE'S DRILLING SHEET: 1 of 1 DRILL METHOD: 8-INCH HSA DRll.LING DATE: 8/28/96 SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 BORING: B-1 Laboratory Tests · DESCRIPTION ,-Q-.. ..... 4--~---+--+---4---+---.~=~---..=--=--=--..,.,...-,-,---.,..----=--=----,--J----.......,----1 SM DISTURBED/FILL Dry, hght brown, silty, fine SAND, with MAX -- --- ,_ - -- -5- -.,; I-- -- -- -10- ,_ - ,_ - -- I-- -- ,_ - I-- -- f,20- I-- -- ,_ - -- -25- ,-- .. ... z [ .. 17 19 23 17 28 10 28 19 40 5014" 97.7 20.9 rock fragments. Moist, dense, light brown, silty SAND and gray, silty fine SAND, with clay. As above, with light tan, silty SAND As above ·----? --? ---? --? ·---? ---? ·--?- MH POINT LOMA FORMATION Moist, very dense, gray SILTSTONE with orange oxidized fractures, visible fossils and fissile bedding As above As above Refusal to continued dnlhng Total depth 19' Boring backfilled with soil cuttings and tamped down FIGURE:I MD B-1 1. l- PROJECT: CTEJOB NO: LOGGED BY: . -.. C01' 1.RUCTION TESTING & ENGI1' 2RING, INC cf. GEUTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION a 2414 VINEY,tRD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746-49S5 E!IGJNEnlllOJIIC LOTS 47 & 48, C. R, CENTER 10-1874 DRILLER: BARGE'S DRILLING SHEET: 1 of 2 DRILL METHOD: 8-INCH HSA DRILLING DATE: 8/28/96 J. DEWHURST SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 BORING: B-2 Laboratory Tests DESCRIPTION -0~~4-_ _.., ____ ,._ ____ _.___,,~=-=-e.-=_,,....,,..--=--.,.,._,,.......,---,,,_-,,,',----.....,...,------------1 SM DISTURBED/FlLL Dry, hght brown, silty fine SAND, wtth -- -- ... - -- ... s-. -.., loo -- ... - f-- -to--I ,_ -- -- 4 7 9 13 27 __ 7 NR I NR -- -15- -- ,_ - ... - -- 0- -- -- -- -- ... - .. :. -- . 10 15 15 13 17 10 16 19 92.4 24.1. SM rock fragments Moist, medium dense, gray brown and tan brown, silty fine SAND Encountered rocks and gravels Dense, no sample (rock in tip) No sample, bouncing on rock No sample, bouncing on rock . Moist, medium dense to dense, tan, light and dark gray and red brown, silty fine SAND with some rock fragments As above with dark olive gray, silty SAND As above, dense, with very dark brown silty fine SAND with organic material (roots, plant debris) MD,DS FIGURE:I B-2a i. '-- I. i I 1. L. I L l L_ ' " ' PROJECT: CTEJOB NO: LOGGED BY: ~ C. u -!~ l g :.r.. -5 C 'ill ~ ~ :': C. 0 ~ ~ 5 a ~1 -- '-- .JO-f 40 5015" ... -NR ... --J 27 ... -43 -- ~5- ... - -- ... - -- -40- -... -- -- -- f45- -- -- -- ·-- 50- -- -- I-- . .#\."\ COl TRUCTION TESTING & ENGil . .,ERING, INC ,_.f-,~1 . ...,-.-1,,"~'., GEOTECIINICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 81 ._ .,, \. 2414 VINEYARD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746-4955 EllGO.'EEllllOJNC LOTS 47 & 48, C. R. CENTER 10-1874 DRlLLER: DRILL METHOD: BARGE'S DRILLING SHEET: 2 of 2 8-INCH HSA DRILLING DATE: 8/28/96 DRIVE SAMPLING ELEVATION: -265 J.DEWHURST SAMPLE METHOD: c-·u .e ~ l ·;;; C I:! ~ a i:' -~ 0 Cl ~ 0 .c s QI) >, 0 Cll ..J BORING: B-2(cont) Laboratory Tests en -~ cj .c ~ ~ c:, DESCRIPTION No sample, discount blows, bouncing on rock No sample, bouncing on rock ---? ---? -··--? --? ----? ·--? --?- MH POINT LOMA FORMATION Moist, very dense, medium to dark l!rav. SILTSTONE with oxidiz.ed fractures and fossils Total depth 33.5' Boring backfilled with soil cuttings and tamped down FIGURE:I B-2b L I. I. L i L L i I L l l_ L I I i L PROJECT: CTEJOB NO: LOGGED BY: ~ C. ~ i l ~ ~- ! Ii 'i;! .:.I > :r: ~ ~ . C: 0 Cl iii 1-0 ... - I-- ... - I-- ... 5_ .... 7 9 --13 .... I-- ... ,... -- f-10--/_ 32 5014" ... - I-- ... - ... - ~5- -- I-- I-- -- ~0- I-- ,... - I-- I-- l-25- ... - ~ ~~~-coi <,~J~Y,~!!~t!N~~w,glN~~9s~t:·~~~~o!NC ~ 2414 VINEYARD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) H6-495S • EN<ll!,'EDDIG,IIIC LOTS 47 & 48, C.R. CENTER DRILLER: BARGE'S DRILLING SHEET: 1 of 1 8-INCH HSA DRILLING DATE: 8/28/96 10-1874 J. DEWHURST C :g & ;;i s -~ >. ~ ti] ig e c,j ~ a· L! -~ t' 0 Cll Cl ::E :::> SM MH 105.l 20.5 I j .!:! . -a I? c,:, ---- DRILL METHOD: SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 BORING: B-3 DESCRIPTION DISTURBED/ FILL Dry, light brown, silty fine SAND with ~mall ( < 3 ") rock fragments Moist, medium dense, light brown, tan, orange and gray, silty fine SAND ? --? ·--? --?-··-? --? --?- POINT LOMA FORMATION Drilling becomes very difficult Moist, dense, olive gray SILTSTONE with orange oxidation and CaC03'CaS04 fracture fills, some fossils Refusal to continued drilling Total depth 18' 1 . Boring backfilled with soil cuttings and tamped down Laboratory Tests FIGURE:I B-3 l ._ L :_ __ L L L ' PROJECT: CTEJOB NO: LOOOEDBY: u 0. i J 8. ?: g ~ u.. t C: -;;i ~ i ii: ~ '5 0 iii -0 I-- I-- t2 50/6" -- I-- 1-5-,t[ 50/2" I-- "~7\'\ co~ -'TRUCTION TESTING & ENGi: ~;ERING, INC ~..{'fl)i~• t,r.OTECHNICAL AND-CONSTRUCTION ENGINEERING TESTING AND INSPECTION O'y( , X 2414 VINEYARD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746-49SS El!Oll,EEIUIIO,JIIC LOTS 47 & 48, C.R. CENTER 10-1874 DRILLER: BARGE'S DRILLING SHEET: 1 of 1 DRILL METIIOD: 8-INCH HSA DRILLING DATE: 8/28/96 J. DEWHURST SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 C ~ --~ ~ -~ e u 2 Cl "' ~ ·a Cl ~ :s e £ c,,j c.i c,,j ::i SM Ill) j ~ c.. I? c.:, BORING: B-4 DESCRIPTION DISTURBED/ FI · L -Dry, light brown silty fine SAND with 10 % rock fragments -·---· ··-·? --? -----· ? --? --? ----? --?- MH POINT LOMA FORMATION -Moist, very dense, olive brown, SILTSTONE with-fractures filled with oxidation, some fossils, very hard drilling No recovery, very dense. Laboratory Tests GS '-----.... ·---· · ----Refusal to boring I-- Total depth 7 .O' Boring backfilled with soil cuttings and tamped down I-- ~0- L. - L... - I-- L... - ~5- '-- '-- L. - ' '-- ~0- L... - L. - I-- I '-- ~5- -- FIGURE:( B-4 L I l_ ' l I L L L I - L ~ PROJECT: CTEJOB NO: LOGGED BY: ..!! C. I ~ 8. ~ ! i ~ ;:; ,lj > :I: 0 iE C: C 0 iii >-0 f-- ,_ - ,--z I-- ... 5 rr -- f-- I-- f-... '-10- I-- I-- I-- I--- ~5- ... - -- ... - --- -20- ... - ... - ... - -- ~5- ... - ~ C01 -TRUCTION TESTING & ENGH ---3RING, INC .t'/t;''r --r,,t,, OtOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION rr, .. 111, X 2414 VINEYARD AVENUE, SUITE O ESCONDIDO CA. 92029 (619) 746-4955 ~l),"J:alNO,DIC LOTS 47 & 48, C. R. CENTER 10-1874 DRILLER: BARGE'S DRILLING SHEET: 1 of 1 DRILL METHOD: 8-INCH HSA DRILLING DATE: 8/28/96 J. DEWHURST SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 C & ~ -~ ~ :g e u 0 a "' ~ ·5 0 ::E :& E >, VJ c,i c..i :ti ::i SM t>O j u :a C. f! c., BORING: B-5 DESCRIPTION DISTURBED/FILL -Dry, hght brown silty fine SAND with -10 % rock fragments -------? ----? -----~ ? . -? ---? -----? --? - MH POINT LOMA FORMATION -Moist, dense, olive brown, SILTSTONE with fractures filled with oxidation, some fossils Very difficult drilling No recoverv Refusal to bormg Total depth 5.0' Boring backfilled wit!i soil cuttings and tamped down Laboratory Tests AL FIGURE:I B-5 L i I L L \ '-- ·L L I l_ j ! ..__ PROJECT: CTEJOD NO: LOGGED DY: ., 18. I ~ l = "' t .., ~. :I: ~ -r:: 0 i5 Q s i-0 i-... I-- ~ I 9/6" --14/6" ---- i-5-? 8/6" 10/6" ... -... I-- .... - -.,; -10-7 16/6" 32/6" I-,;. ... -- -- I--? 14/6" f-15 30/6" 5014" -- ... - -- -- f20- .-- -- I-- I-- -25- ... - .. ca ,1RUCTION TESTING & ENGE ~ERING, INC GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION & 2414 VINEYARD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746-4955 ENGl).'Ea!NO.INC LOTS 47 & 48, C. R. CENTER DRILLER: BARGE'S DRILLING SHEET: 1 of l 8-INCH HSA DRILLING DATE: 8/28/96 10-1874 J. DEWHURST C' ] E-~ e l >, -ti) e c,j Q a cj .ia ctj ~ 0 Q ~ ;:::> SM 98.I 21.3 97.3 24.3 99.8 20.8 MH ' DRILL METHOD: SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 "° .:j u :a e C, BORING: B-6 DESCRIPTION DISTURBED/FILL -Dry, ltght brown silty fine SAND with -IO% rock fragments Moist olive brown, light tan, and dark brown, silty SAND with some rock fragments as above Moist, dense to very dense, olive brown and dark tan, silty SAND, with gray rock fragments ---·· ? --·-? ------? --? . ----? .. --? --?- POINT LOMA FORMATION -Moist, very dense, olive brown SILTSTONE with oxidation in fractures and fossils throu2hout Total depth 15' Boring backfilled and tamped down Laboratory Tests RV, El MD MD MD FIGURE:I B-6 L L I L i L L • ~ ~· PROJECT: CTEJOB NO: LOGGED BY: u I l 8. !<ii~ ! ! i:: ".ii u ~ ~ ~ 0 li:iO ci3 -0 ,_ - ,_ - c;: 5016" - ,-- ,_5_ -- t-- t-- ,_ - 40- ,_ - ,_ - t-- I-- l-15- t-- -· I-- t-- ~0- I-- I-- ... - ,_ - f.25- -- ~/~\>;QI oeoJ!Yr~:I!?t!N~~JE':2J~R~?s~}NG ~~!.!t!9r~o!NC o'.f"cE, 2414 VINEYARD AVENUE. SUITE G ESCONDIDO CA. 92029 (619) 746-49SS El/011,'m!IIOJIIC LOTS 47 & 48, C. R. CENTER 10-1874 t>RILLER: ORI.LL METHOD: BARGE'S DRILLING SHEET: 1 of 1 I 8-INCH HSA DRILLING DATE: 8/28/96 J. DEWHURST SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 C' ! ~ -~ -~ ~ u a 0 "' i:' ·5 0 ::E :s e ~ .3 c,; u c,j i c,; I! ::i C, SM BORING: B-7 DESCRIPTION DISTURBED/FILL -Dry, light brown silty fine SAND with -10 % rock fragments Laboratory Tests --·--· ? ---? ------? --? . .--? ----·-· ? --? - MH POINT LOMA FORMATION -Moist, very dense, olive brown SILTSTONE with fractures filled with oxidation, "' some fossils Refusal to boring Total depth 3.0' Boring backfilled with soil cuttings and tamped down DS FIGURE:[ B-7 L I L L I ,, ' ' l__ i' L L L I ' 1 ~- ! L L .. APPENDIXC LABORATORY METHODS AND RESULTS L L L L APPENDIX C LABORATORY METHODS AND-RESULTS Laboratory Testin~ Pro~ram Laboratory tests were performed on representative soil samples to detect their relative engineering properties. Tests w~re performed following test methods of the American Society for Testing Materials or other accepted standards. The fotlowing presents a brief description of the various test methods used. Classification Soils were classified visually according to the Unified Soil Classification System. Visual classifications were supplemented by laboratory testing of selected samples according to ASTM 02487. The soil classifications are shown on the Exploration Logs in Appendix B. Particle-Size Analysis Particle-size analyses were performed on selected representative samples according to ASTM D422. The particle-size distribution curves are in Appendix C. Expansion Index Expansion testing was performed on selected samples of the matrix of the onsite soils according to Building Code Standard No. 18-2. Expansion Index results are reported in Appendix C. Modified Proctor Laboratory compaction tests were performed according to ASTM 01557, Method A. A mechanically operated rammer was used during the compaction process. Modified Proctor analysis curve is presented in Appendix C. In-Place Moisture/Density The in.,.place moisture content and dry unit weight of selected samples were determined using relatively undisturbed soil samples per ASTM D2216. The dry unit weight and moisture content are shown on the attached exploration logs and are shown in Appendix C. Direct Shear Tests Direct she~r tests were performed on samples recompacted to 90% of the laboratory maximum value or on samples collected in the field in overall accordance with ASTM D3080-72 to evaluate the shear strength characteristics of selected· materials. The samples were inundated during shearing to represent adverse field conditions. Consolidation To assess their compressibility and volume change behavior when loaded and wetted, relatively undisturbed samples of representative samples from the boreholes were subject to consolidation tests (ASTM D2435). The results of this analysis are presented graphically in Appendix C. [ .. r-·---r---1 r--! ' r··--r---r-I r---r .. ... U. S. SfANDARD SIEVE SIZE t ~ a !! ~, ~ ~ 0 0 8 8 N --(f') -ff'l ·--,-__ co -C""'I "-"l' ___ -N 100 ..----i:(-::(~-):--::(-,';'., , ::(-. iii : . , . I : • ~-~ 11:(:,-I ~-.----,.; -------------, ---------. '. ' I I 1 I -' . I ' l I I I ---'-,_, I ' ' ' --. i 90 ·t-.. --t-t--+'----t---+----+-t-t--l-+-1--+---· --------.1-H-+-t-t----,f--t---t----+-t--t--+-+-+--+---+----+-· ------+-+-t--t-l---t---+----+-~----1 I 80 ; l ... -··· -· --. ·· ----~ ... . . . .. ----l--l--l---+-11-----1-------H-++-+--+---+---l-.. . . ----_,__ --____ _ i ! , ! I i w -~~~-: ; - 11 I • c, 60 i , , ! .. -. . . . --., · -.,... ---+---+---!--·-· · . ·-z i :; !z: 50 ·-··-·--' i g.. 40 . ' ---··---· -' +--1--·-1·-·-............ -l-lf-++-+-+--+--+---1-1-+-+--+-+---+--!--!----++-+-+--+-+-+-+----+-----1 30 ' 20 -l-!--1-4--l-+-+---+---+----t+l-1-+-·l---+--+---l------+++-l--H--l-+--+----'H-+-H-+-+-l----t---~-f--1-4--l--+--1---t---+----j to I --+-------1-1-+-1--1--1___,f--1----t----++-+--+-+-+-+---+---+----·-·---l--+--1---+---+---+-----1 0 I 100 10 1 0.1 0.01 0.001 PARTICLE SIZE (mm) PARTICLE SIZE ANALYSIS .,. 1--~"A BORING NO. SAMPLE DEPTH (FT) SYMBOL LIQUID LIMIT (S) PLASTICITY INDEX CLASSIFICATION ¥TI CONSTRUCTION TESTING & ENGINEERING, INC. B-4 2.s • --MH $-°' '1-o• GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION B-5 2 5 67 34 MH c>Y{ I(',,;:: 2414 VINEYARD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746-4955 l-----,=~~--=~·=---''---•-__. _____ -+----=--'-------1 ENGL\'EERING,INC CTE JOB NUMBER: 10-1874 FIGURE: C-1 L L ' I L L .,, ~ " , 6000 -- 5000 4000 . J I ( V ! 3000 / t., V I / rn . I 2000 / IO00 / / 0 0 IO00 2000 3000 4000 5000 6000 NORMAL STRESS (PSF) I , SHEAR STRENGTH TEST Boring Depth (ft) Cohesion Angle of Friction Sample Description 8-2 20 800 psf 39° Olive sandy silty CLAY ~ CONS1RUCTION IBSTING & ENGINEERING, INC. CTEJOB NO: 10-1874 £ I{~ GEOTECHNICA~ AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION #( 2414 VINEYARD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746-4955 FIGURE: C-2 ENG!l>'EERINGJNC ' .i. - I I l_ I I L.. L I, I L.. ' L. L ,. ~ ... 6000 5000 0 4000 / V G:' / ~ • t .. I t,:, V i / 2000 1/ IO00 0 0 IO00 2000 3000 4000 5000 6000 NORMAL STRESS (PSF) I I : SHEAR STRENGTH TEST Boring Depth (ft) Cohesion Angle of Friction Sample Description B~7 2.5 1600 psf 34° Olive sandy SIL TS TONE ~ CONS1RUCTION TESTING & ENGINEERING, INC. CTEJOBNO: I0-1874 It I(~ GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION c'i' 2414 VINEYA'RD AVENUE, SUITE G .ESCONDIDO CA. 92029 (619) 746-49SS FIGURE: C-3 EN(lll,"EEIUNGJNC t:' ! I ,. '-- L ' " ~ -14 S .. .. . \ \ I 4 0 \ \ \ \ \ II I 3 S I \ ' ' \ \ \ \ ~ \ ~ 13 0 \ \ I I\ \ I I ·' I 2 5 ' 1,. 1, \ \ I\ ~ I 2 0 ' ,. ' ,-.. ' ~ u \ ' ~ 115 ' ' \ ~ \ \ \ :c \ 52 I\ I\ \ w 110 ~ ., ~ • ' ' \ ,_i, \ ' ~ ..-I\ ~ \ I\ t ' ::;i ' IO 5 . I\ ' > I\ 01: \ \ I\ 0 ' \ !\ ' " 100 \ \ I\. ' I\. \. I\. ' \ \ ' ' ' 9 5 \. \ i\. ' \. ' \. '\ · 9 0 ' ' ' \. I' I\. ' hi'\.. 8 5 1., ,1 " '" 0 5 I 0 I 5 2 0 2 5 3 0 3 5 PERCENT MOISTURE_(%) ' ASTM D1557 METHOD 00 A D B D C ' MODIFIED PROCTOR RESULTS LAB SAMPLE DEPTH MAXIMUM SOIL DESCRIPTION DRY DENSITY NUMBER NUMBER (FEET) <PCF\ 6252 B-1 0-2 OLIVE SANDY SILTY CLAY 111.0 CTEJOB NO: ~-~ "" CONSTRUCTION TESTING & ENGINEERING, INC. 10-1874 o/ I I(~ GEOTErHNICAL AND CONSTRUCTION ENGINEERING TESTING A.ND INSPECTION c; · 2414 VINEYARD AVENUE, STE G ESCONDIDO CA. 92029 (619)746-4955 ENOINEERlNO.INC C:IPROJECTS\I0-1871\PROCTOR.CVS . OPTIMUM MOISTURE LU•" I 1'.1,.T {O/n\ 16.0 DATE:· 9/96 FIGURE: C-4 ,Lr---------,----,' &, COJ;!l!!!Y.E'I.!?!::!.JJ:,~EJ:;l.9,:.!t~2~~o!NC • <'f/ 2414 VINEYARD AVENUE, SUITE O ESCONDIDO CA 92029 (619) 746-4955 E!AllllEnl!lO.IIIC MOISTURE AND DENSITY TEST ASTM D-I557 LOCATION DEPTH MOISTURE CONTENT DRY DENSITY (feet) (%) (pct) I 8-1 5 20.9 97.7 I B-2 20 24.I 92.4 L .. . B-3 IO 20.5 105.1 B-4 2.5 19.0 105.7 i B-6 · 2.S 21.3 98.I L. B-6 5 24.3 97.3 B-6 IO 20.8 99.8 l. B-7 2.5 17.5 !.._ EXP ANSI ON INDEX TEST UBC 29-2 I__ LOCATiON DEPTH EXPANSION INDEX EXPANSION POTENTIAL (feet) B-6 0-2' 86 MEDIUM I L. RESISTANCE "R;'-VALUE CAL TRANS 30 I LOCATION DEPTH R-VALUE (feet) B-6 0-2 I I '. , ... I I I I CTE JOB NO: I 0-1874 · FIGURE: C-5 City of Carlsbad 10/06/1999 Plan Check Revision Permit No:PCR99239 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Building Inspection Request Line (760) 438-3101 1890 RUTHERFORD RD CBAD PCR 2121203500 $0.00 CB98-3843 Lot#: 0 Construction type: VN Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 09/22/1999 MDP 10/05/1999 10/06/1999 DIVERSIFIED PROP. REVISE SOFFITT 17/S8.1 4710 10/06/99 0001 01. C-PRMT Applicant: Qw.ner:_ DIVERSIFIED CARLSBAD 47&48 LL C~DIVERSIFIEttGARLSBAD 47&48 LL C C/O WILLIAM TSCHANTZ C/O:Wlll::IAM TSCPIANTZ 1770 GILLESPIE WAY #101 (2. 17-ZO G(l!LESF'l?)WAY#,101 EL CAJON CA 92020 / @\5 ~Qt,[\~«1-i r\\ .. . . . I. \\ /~~~. 4~ ~t~ , Total Fees: $109.00 Plan Check Revision Fee FINAL APPROVAL Inspector: Date: Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project-includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 / 02 PERMIT APPLICATION FOR OFFICE USE ~ Y PLAN CHECK NO.~Q_ C:{' Cf-?.,'!:ft CITY OFCARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL. _________ _ Plan Ck. Deposit ________ _ Validated By __________ _ Ad~~~} ~ 4-4 7 . Business Name ( t this address) Legal Description ?7cr Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Existing Use, Proposed Use -·jz.. SQ. FT. # of Be·drooms # of Bathrooms · .. , .. :,·' ... Name Address City State/Zip Telephone# Fax# Name Address City State/Zip Telephone# ;4;;;5;:PJjQ~~tt:r:Yt~.Wtii!:li~,\'.\ ;~_i;:, :~: ::f_, Name Address City State/Zip Telephone# (Sec. 7031.5 Business and Professions-Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to ·file a signal:! statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500]). Name Address City State/Zip Telephone# State License # · _________ _ License Class-------~---City Business License # _______ _ Designer Name Address City State/Zip Telephone State License# _________ _ :lj::~;~Qf{~E'.~$t ~qOMP~ff$:A1fQ,.;·:::,;~·~:~~ ;>'";"',~ ;:~:---7 .:~ .. _ ·::.\··. _ ~-~; · ~·~:~~n-:~<_:,_;:~~ :;;:~~?;":~ ;~·:; -.;;~r~::t;;):;:~::--~ .;~·-~-")~" Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure tor workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work tor which this permit is issued. My worker's compensation insurance carrier and policy number are: . Insurance Company_____________________ Policy No. _______ ...,..____ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLA!JS [$100) OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred · thousand dollars ($100,000}, in addition to the cost of compensation, damages-as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE.~----------'---,---,.---------------- 1;: -<:-;QWfilEIJ,,Bl,JILD.~R -DECl:ARA TIOt( ;: ~ ,;;: . .-::;:_,: -'. . I hereby affirm that I am exempt from the Contractor's Lice.nse Law tor the-following reason: D I, 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 offered tor sale (Sec. 7044, Business and Professions 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 in.tended or offered for sale. If, however, the building or improvement 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). 0 I, as owner of the property, am exclusively contra·cting with licensed contractors to construct the pr.eject (Sec. 7044, Business and Professions Code: The Contractor's License Law does not -apply to an owner of property who builds or improves th!lreon, and contracts for such projects with contractor(s) licensed pursuant to·the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. I (have / have not) signed an application tor a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name I address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): ______________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address / phone number/ type of work): ________________________________________________________ _ PROPERTY OWNER SIGNATURE______________________ DATE ________ _ 1COM,PLE1t'Sj'HIS,SE¢tlo~:fo_R~lio,i'-il~filEN™J,.,BOitDil\!O··P,ERM.ITf~(SNLYE;;;;;::g~,:-02:,".::-r;)~::\·{;:'~;,£,;:g:;::;-;:7~:;,\;.~;.;,;J'_:;1:;J,:_:_: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? CJ YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO I Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES O NO :: IF ANY OF THE ANSWERS ARE YES, A FINAL·CERTIFICATE OF OCCUPANCY MAY NOT BE.ISSUED UNLESS T~E APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES ANP THE AIR POLLUTION CONTROL DISTRICT. ,: 1Q;1:1'5';;~.QNS'"(,IWCTIQf(t,,_ENP.1NG;'.~9Eij9,Y.'.r.;;::L!.:.-i::::::.L:.:;,,_:.. ~,,. __ ...,.__,,~~"'--~ :_t;:·:i/ .,. :, "l,: ·:-·:;':.::· ."·',·. · --.• ,. I hereby affirm that there is a construction lending agency for the performance of-the work for which this permit )s issued (Sec. 3097 (i) Civil Code). r { LENDER'S NAME · LENDER'S ADDRESS . Q tJ {/'~ ,t:~. C f MP 1~;":':•;,;APP..L1CANT-~ERTIFIC~TION·';·,;:• j,, ·" , . -·,,_ -~ ,:::::·)!9 !;,::;:\;:7c·,g,;;";';2~;.<: :·1 ;'.;"T,,-'.::;~~;;:i~:;-:~; ,_'.; · ::~:',l-~~-;:J::;;~ ~;:::,;~~-;-";::·~-,'.-:,·.. . --;0: ''·'.:·~::: • , _._. , • , I certify that I have read the application and state that the above information is correct· and that the information, on the plans is accurate. I agree to comply with all City ordinances ana State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGRE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE 'CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH.:)'! N ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQ~ENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required fo:J!)(~ilil s".flfo'..i!iw.'i1ri'i-u., and demolition or construction.of structures' over 3 stories in height. EXPIRATION: Every permit iSsY.11d-1Svthe B · g" r the provisions of this Code shall expire by lilnitation and become null and void if the building or work authorized by such per~t is not co ce days from the date of such -permit or if the building or work authorized by such permit is suspended or abandoned at any time afte he wor s ~ a period of 1 days [Section -106.4,t Un!!_orm Buil~ing Code). APPLICANT'S SIGNATURE ~ ?'~S' ; DATE / ' ---- WHITE'· Fil0 YELLOW· Anolic?.n• PIN¥· Financ<? 1-;f_ ·, ~-""/ !a I/ :!i -'1-J ... EsGil Corporation '1.n Partnersliip witli (jovemment for '13uiuling Safety DATE: October 4, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3843 (PCR99239) PROJECT ADDRESS: 1890 Rutherford Rd. SET:I ~NT ~ CJ PLAN REVIEWER Cl FILE PROJECT NAME: Carlsbad Research Center --Lot 47 Building 4 ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdicti<;m's building codes. ' . D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. D Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person REMARKS: By: Abe Doliente Enclosµ,res: Esgil Corporation 0 GA D MB D EJ D PC 9/23/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 / I ' Carlsbad 99-3843 (PCR99239) October 4, 1999 VALUATION ANO PLAN CHECK FEE JURISDICTION: Carlsbad (PCR99239) PLAN CHECK NO.: 99-3843 PREPARED BY: Abe Doliente DATE: October 4, 1999 BUILDING ADDRESS: 1890 Rutherford Rd. BUILDING OCCUPANCY: B/F-1/S-1 TYPE OF CONSTRUCTION: III-N I BUll,,DING PORTION I BUILDING AREA VALUATION VALUE (ft.2) MULTIPLIER ($) REVISION NO. 2 TO TO ORIGINAL SET OF APPROVED PLANS Air Conditioning Fire Sprinklers TOTAL VALUE D 199 UBC Building Permit Fee IZ] Bldg. Permit Fee by ordinance: $ D 199 UBC Plan Check Fee IZ] Plan Check Fee by ordinance: $ Type of Review: D Complete Review D Structural Only IZ] Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 87.15 Comments: Esgil fee = 1 hour @ 87 .15 Sheet 1 of 1 .} +' -:::: CS" _, ---,- !-~ ~ _1 ~ PROJrCT -~ ,'"'·· ,.,.. . ..:8HO Q. <C f-ro o.. (,/) w ...J a 0:: (!) <( z (.) --a 0 ...J ~5 5co \J) j ti 5 j -p. ~ .fl • -~ 1 ~ j j I{') t ~ '1, LU ~ t L ~ {\. '/' ':) tf "i .. I~ /) -z NON-RESIDENTIAL CERTIFI.CATE: Non-Residential Land Owner, please read this option carefully and be sure you throughly understand the options before signing. The option you choose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first blilding permit issuance. Property owner signature is required before a building permit will be issued. Your signature is confirming the accuracy of all parcel and ownership information shown. 1) l \/ EG:B Fl@ CA-QJ..& 'P.:>41:> \\, \\ ~8\ c...LC (_ <o \ c;.) 4-~ c:; -1 ~ ~ \ Name of Owner Telephone \. 11 O Co\.\.tes?,t; \..c.J-A,,~ 3::k\o\ Address City State Zip Code Project Address Carlsbad City Assessor's Parcel Number, or APN an¢! Lot Number if not.yet subdivided. ~ ls%ec1b~3843 Building Permit Number CA State 9200 Zip Code P-s~ed by Ordinance No. NS-155andadopted by the City Council of the City of Carlsbad, California, the City is authorized to levy a special Tax in Community Facilities district No. 1. All non-residential property, upon the issuance of the first blilding permit, shall have the option to (1} pay the SPECIAL DEVEl,.OPMENTTAX ONE- TIME or (2) assume the ANNUAL SPECIAL TAX.,. DEVELOPED PROPERTY f91" a period not to exceed twenty- five (is) years. Please ir:idicate your choice by initialing the appropriate line below: OPTION (1 ): I elect_ to pay the SPECIAL DEVELOPMENT TAX ME now, as a one-time payment. Amount qt One-Time Special Tax: $ '. ~'., . Owner's "---_ Initials · . . · \ LB ~ 0 '--I - OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX AN~UALL Y for a period not to exceed twenty-five (25) years. Maximum Annual Special Tax: $::41-. fuSs--1 . Owner Initials ~ E> \ 7 . 7 Co. 0 I DO HEREBY CERTIFY UNDER PENAL TY OF PERJURY THAT THE UNDERSIGNED IS .THE PROPERTY OWNER OF THE Sl,JBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISIONS AS STATED ABOVE. Title Print Name Date · The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information .. NON-RESIDENTIAL CERTIFICATE [~\ S<=t9. ¢ '/. -~ ::: 7.. Z7Z-_c- .-... ·,,: ,;, City of Carlsbad · i=i!OG0,141•J=i·EIIU,i=ihl CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Nam~: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant · (Owner(s) Name(s)) Project Description: Building Type: Residential Second Dvyelling Unit: Res. Additions: .J,..ofr47 qf CTBS-4 CB.983843 1890 Rutherford Road 212-120-29 Diversified Pr-operties Industrial Shell. Building Tilt-up construction Number of New Dwelling Units Square Feet of Living. Area in New Dwelling Square Feet of Livirig Area in SOU Net Square Feet New Area Comerc./ Ind.: Square Feet Floor Area 56,599 City Certification of /17 ... Date: Applicant's information: +~--'l-,l"'""-'--'---~(t-::'----€2-A-----____;_A;-'+/._,_/ ~:;...,/r--9-1-+-1------ CHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 801 Pine Ave. ~ Carl 729-9291 Encinitas Union School District 1.01 South Ranch Santa Fe Rd Encinitas, CA 92024 (944-4300) San Marcos Unified School District 215 Mata Way San Marcos, CA 92069 736-2200 San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant /Owners. The person execL1ting this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after-the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Si nature: 2075 Las Palmas Dr.• Carlsbad, CA Revised 3-18-99 Date: 6 • (760) 438-1161 • FAX (760) 438-0894 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district{s)) *************************************************************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has sati'sfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL . _...,_,..iJ .·,/) /!j -. a a _. DISTRIC'r OFFICIAL ~ /~ TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER Revised 3-18-99 Carlsbad Unified School District 801 Pinp A11f-lm!d Carlsbad. California 92008 I I ?~tJ -~ 3 t/----0& c::;c:; J. H. Blair Assistant Supt. Business Services .. b I LI") HANDHOLE WITH COVER~ FINISH TO "\_ MATCH EXISTING . 24• I· DIA. 4#6 VERTICAL BARS ON 12" DIAMETER. ~FIXTURE TYPE@® -----4" SQUARE FIBERGLASS _.----POLE ANCHOR BOLTS (4) W/SINGLE NUT WASHER & LEVELING SHIM PER BOLT (SEE MFR. SPECS.) SQUARE BASE &: COVER PLATE FINISHED TO MATCH POLE GROUT SMOOTH AFTER POLE IS PERPENDICULAR ANCHOR BOLT (4) PER MFR'S REQUIREMENTS CONDUIT AND WIRE, SEE ELECT. SITE PLAN, THIS SHEET ROUND CONCRETE CAISSON (24" MIN. DIA.) W/3,000 PSI CONCRETE MIN. AFTER 28 DAYS. #2 HOOPED TIES ON 12" CENTERS PARKING· LOT LIGHT SCALE: NONE No. E12672 Exp. 3/31/02 CARLSBAD RESEARCH CENTER LOT 47 -48 ·-:. ' . µ~\...'D ~C;)v-/,J "r,';.. ~\<. ~1'-)EL 50 ~ 5\ IJ 11 \-,II I QI\ R \ /'-{ X I y.. ' -I ,...._-,--..,_.!:~.,..........~· ~ '1 8 -3F' d:, -rtt«EA"'8'i> ~'DS f.E:..1 tt-\ 'B-)LT) .. \-6-P~C.E.. ~c...'rlrD~ 5'' A?ART . -S?E.c..1A,-\_ ~~C.1'D~ ~. Y.~ IC...~D ~ E."' 5)°\3 PROJECT CRC LOT 47 \i"'j )SD AP'iW3-S-S.1'lt=- @.. ~'\:)-~ . tl \\1 y.. '\:;, ,, Y.. \1-3;-:i..'1 W/ 1i-3/~ ~ Q) ~DED ~c:,?$ '5E..T \~ \·hLT\ 'rt--; 15 6 Ar!> 'AE-'b, \/ iE.. e BD-\ BLDG. B DATE 7 /;;2. 9~ JOB NO. NOWAK-MEULMESTER & ASSOCIATES SHEET NO. STRUCTURAL ENGINEERS . 619/536-5166 (P) 9888 Carroll Centre Rd. Suite 228 619/536-5163 (F) SAN DIEGO, CALIFORNIA 92126 SX-\D ' . •"'r------------------------------- NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL AND CIVIL ENGINEERS aY ~ oATE fv\\.L PROJECT -~C-~R_c... __ Lcs-=-rr_.____~,__7-'---____ .sHEETNo. I oF_.__l _ -~---~-----------------JOB No. 9,-oi--t~·Lcl -:Gx-10 HOLD -Yov.Yv . I I 3),./'tp )-h1.-, H'f 150 ~5143 u_) I Id I E:M~ IN 2CCO ?sr:: Ct::::t:x... 5'1 6?F>r-t-\1'Jb T&LL :: ·cr(p~~ G_ ~) . = ··5777 ~ M ft. =-5Y, 8 (?-t)/J..J-=-IC, l ,go ¥--JN 1fL "-J <..(111,e,)-. = j,2'.5 ,7s(!.~U ,3t l:i."i) o&fl:: ~ e,(C.,,J,'\) ---/ 81 175"(__?,/c;,'jj ·3~0-£) l)t,E. ) 1\ ~