The URL can be used to link to this page

Home My WebLink About1891 RUTHERFORD RD; ; CB973461; PermitI 03/2.0/98 16:15 Page 1 of 1 BU IL-DING PER.MI .T ·Permit No: CB973461 Project No: A9704897 Devel.opment No: Job Address: 1891 RUTHERFORD RD P~rmi t 'l'ype: INDUSTRIAL BUILDING Pa~cel No: 212-120-28-00 Valuation:· 1,226,507 Suite: Lot#: 48 Occupancy 'Group: Reference#: Description: SHELL BLDG 47724 SF, INDUST : LOT 48 *** -~------------------------ . Fe·e·s: Adjus.tments: Total Fees: l FINAL APPROVAL I: INS~ DATE f/'Jlr' :CLEARANCE 1 . ---------- CITY OF CARLSBAD ' 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 N BUILDING -A PERMIT APPUCATION City of Carlsbad Buildjng Department 2075 Las Palaias Dr., Carlsbad, CA 92009 (619) 438-1161 · 1. PERMIT fiPE. From Llst 1 (see back) give code of Permit-Type: _ _.(_D,.,......t:\.__ ______ '-- .... --.. ---...... --,;;. -.. -....... -.. ---....... ----.. -.......... -.. -.... !!" ................ ----- For Residential Projects Only: From Llst 2 (see back) give Code of.Structure-Type:--.,.-------------------1350 ii/12/97 0001 01 ~ C-PRMT ~ FOR OFFICE USE ONLY CHECK SEtbW 1F suDM1'1'1'ED: subchvmon Name/Number Carlsbad Tract No. 85-4 D 2 Energy Cales El 2 Structural Cales E!J 2 Soils Report 0 1. 'Addressed Envelope acan Gla-.;i.ng System UmtNo. Phase No. 4 DESCRIPTION OF WORK 47,724 SQ. FT. # OF STORIES # OF BEDROOMS N/A # OF BATHROOMS !l-~f,~;;;,:f~~;~f.5 /,.f;i?3JIBSS 6305 Lusk Blvd. Ste 200 /[if; §arl Diego STATE CA ZIP CODE 92121 DAYTELEPHONE (619) 535-0606 4. APPUC\N1 u CUN lHAC'iUH DAGEN !'FOR CON'1'RAC10R DOWNER I.EAGEN 1 FOR OWNER . NAME(lastnamefirst)Turpit & PArtne:ts Ar.fflP.RESS 6305 Lusk Blvd. Ste:200 Cl1Y San Di~go STATE CA ZIP CODE 92121 DAY TELEPHONE (619) 535-0606 5. PRUPER1Y oWNER NAME (last name first) Diversified Properties ADDRESS 1770 Gillespie Way Ste:101 c11Y El Cajon. 6. CON'l'RACiuR "- STATE CA ZIPCODE 92020 DAYTELEPHONE (619) 449-7881 NAME (last name first) CITI El Cajon Cornerstone Construction ADDRESS 1770 Gillespie Way Ste: 103 DAYTELEPHONE (619) 449-7886 STATE CA STATELIC. # · DEs1GNER NAM£ (last name hrst) Turp it & Cl1Y San Diego STATE CA 1. WoRRElts' rnMP.f:NsA110N ZIP cobE 92020 LICENSE CLASS CITY BUSINESS LIC. # Partners Arch. ADDRESS 6305 Lusk Blvd. Ste: 200 ZIP CODE 92121 DA..YTELEPHONE(619)535-0~TELIC. # Cl2886 Workers' Compensauon beclarauon: I hereby affirm that I have a ceruhcate of consent to self-msure issued by the Director of 1ndustnal Relations, or a certificate of Workers' Compensatjon Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXPIRATION DATE N/A Ceruhcate of Exempuon: 1 cerufy that 11i the performance of the work for which this permit 1s 1ss~ed, 1 shall not employ any person m any manner so as to become subject to the Workers' Compensation Laws of California. DATE D tJ D the project (Sec. 7044, Business and Professions I am exempt _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or Couqty which requires a penriit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commencing with Section 7000 of Division 3 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 [$590]). · ' SIGNATIJRE DATE COMPLETE 11-lts sEcnoN FOR NON-RESIDENTIAL BUILDING PERM11's ONLY: 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? 0 YES ONO - Is the applicant or future building occupant required to obtain a permit from the air pollutiqn control district or air quality management district? 0 YES ONO Is th_e facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES ONO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF CXIlJPANCYMAY NOT BE ISSUED AFTER JULY 1, 1989 UNLF.SS THE APPUCANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POILUTION OONTilOL DISTRICT. 9. OONS'IROC110N Lf:NDING AGENCY . . 1 hereby afhrm that there 1s a ,construcuon lend mg agency for the performance of the work for which this permit 1s issued (Sec 3097(1) G1V1I Code). 1£NDER'S NAME LENDER'S ADDRESS Io. APPLIC>Jd cmtl1F1CA110N I cerufy that I have read the apphcauon and state that the above mformanon 1s correct. 1 agree to comply with. all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsb!}d to enter upon the above mentioned property for inspection purposes. I AISO AGREE 10 SAVE INDEMNIFY AND I<EEP ~ THE Cl1Y OF CARISBAD AGAINST AIL llABIIITIF.S, JUDGMENTS, CDSTS AND EXPENSE.5 WlllCH MAY IN ANY WAY Acx::RUE AGAINST SAD) Cl1Y IN OONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official un building or work authorized bys permit is not comme such permit is suspended or ab d ed at a y timeA1r1E1VU1 the provisions of this Code shall expire by limitation and become null and void if the wi in 365 days from the date of such permit or if the building or work authorized by k i ommenced fora period of 180 days (Section 303(d) Uniform Building Code). APPLICANTS SIGNATURE DATE:++'-~""7 0 ""' FOR OFFICE USE ONLY .;.?'',.,-. . PERMIT APPLICATION PLAN CHECK NO. ____ --,- A ' /" CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palm as Dr., Carlsbad Cf( 92009 (760) 438-1161 EST. VAL. _________ _ Plan Ck. Deposit ________ _ Validated By _________ _ Date _____ ...;.. _______ _ ,1. ·PROJECT INFORMATION di a , z 1 r 1s91 _,A~dress (include Bldg/Suite Ill Legal Description . Lot No. Subdivision Name/Number Unit No. Phase No. • .. , 2 / Z ·-/20 -2$ //~Lev?-!--JZ/ J::> /Lf . .,#1+5. Total II of units #'Jff "Assessor's Parcel II .. Exil)i')II Use Proposed Use .:zk-1/ '6".,-:,7/'v)1,,2~ --n/f-*' o/ ?, 7-27" Z.., . /!,,'/A .,,.-v/.4 Name Address· :s. '.-··coNfRACTOR .:·coMPANY NAME-""-;.-· .. ·,:~,--.. . City State/Zip Telephone II •: 'I:' ',:¥•MH~ • (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construc;t, alter, improve, demolisti or repair any structure, prior to Its issuance, also requires the applicant for such permit to file a signed statement that he is 'licensed pursuant to the provisions of tha Contractor's License Law (Chapter 9, comm!9nding 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 i permit subjects thi·applic!lnt to a civil penalty of not more than five hundred dollars ($5001). Name Address City State/Zip Telephone II State Lice·nse II __________ _ Licensa Class ____________ _ City Business License II ... · ______ _ Designer'-Name Address City State/Zip Telephone State License II ________ _ '6 .... WORKERS' C'OMPENSATION :.' .......... -.·····". .... . . .. -... , .: · ... :··.: ··':·, ''., ··;,,.;.;,<· . .-,:,·;.,;J~;: · .z:_,,,;··~·,,..;·_'.'t~\ '.-:, . .. ~ :: .. -~ ... ~ . ·· . Workers' Comp1,nsation 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 for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permitis issued. --O I have lind will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the ·performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: · Insurance Company ______ -"----------.a....-----Policy No .. __________ _,..;___ Expiration Date _______ _ (THIS SECTION N~ED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS) O CERTIFICATE OF-EXEMP,TION: I certify that in tlie performance of tha 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 Caiifomia. · · WARNING: Failure to secure workeni' compensation coverage Is unlawful, end lhllH aubject an employer to crlmlnal penaltlea · and clvll fines up to one hundred thousl!nd·dollar1:(t100,000l, In addition to the coat of compenaetlon, demagea u provided for In Section 3706 of the Labor coda, Interest and attomey's fees. · SIGNATURE. ___________ __._,,_._;..... __ .,.... __ ...,... __ ...,.. __ ..,...._ DATE ________ _ '1. ·:, owNi:Fi-Bu1LoE11 DECLARAT10N · -,-: · ·· · · · ... ,.:_ ~-·;-:~·· ·: .. -· ·. · ,_ .... ,_.,.··-~·(,,·,·:·?0··.,_· •• "':'.·' r:-·i;'T..!.>.1:?? .:;'.:~*":~_,\;·~·_:;,.~<';·:~pir•:;;;,r{';;~.1~:tiJ-:,, i1;-·,·:!,1-::r:•.·i·;,:.<;;--:·1·• ·'. i hereby affirm that I am exempt from the Colltractor's Licen11 Law for the following reason: 0 I, as owner of the property or my employees with wages as thl!ir sole compensation, will do the work and the structure is not Intended or offered for 11111 (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 auch lmproval"l)ents are not Intended or offered for sale. If, however, the building or Improvement 11 :lwithin one year of compl1tlon, the owner-bul!d•r wlll have the burden of proving that he did not build-or Jmprova for the purpose of 11le). · I, as owner of the property, am exclusively contracting with licensed contractora to construct ,ha projact (Sac. 7044, Business and Professions Code: The ractor's License LIw does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractorls) licensed pursuant to the Contractor's ticense Law). · 0 I am·axampt under Section ______ Business and Professions Code for this reason: 1. 2. 3. I perso~!IIIY. plan to provide the major· labor and ·materials for construction of the proposed property Improvement. 0 YES ONO Li~. if:; l~)have not) sign!ld an application for I building permit for the proposed wor~. (p /t:j, #1/9-77.s"o/ o/u, i(c/ 3c/ ~!)jve contracted with the ·follo~lng person (firm) to provide the proposed c~?struction (Include name / address / phone numb&!:,/ 9ontractors licens-mber): t:"'!2.rn~ca ~...sh-µ~ ,1770 e::,.; '¥lea' ~'a i:1:-/03 PC.O·so C4 ;2?~20 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 s'ome of the work, but I have contracted·(hiredl the following persons to provide the work Indicated (Include name/ address / phone number I type of work):_· -----,-------;---'------z;,C...---:--:;,,....--:;;--:::-::::;::=--::,--:'7'--------,--...... ...,..--::::---:::;::;--:::;--:--:::;:--:::::-----....--- . r~~::~~~:~~1~:~;:~~ · --;;N4imJm'ftAi:1uit:b1No i-EliMitifotJt · ·. ~~~:;::·.,::: :'f~·fi.~~::'r~~~~;~;~:~ ~::··,::r·~~~~~.-,~·~:~:··: Is the !IPPlicant 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 Ai:t7 0 YES O NO Is the applicant or.future buil~ing occupant req4ired to obtain !I permit from the iir, pollution control dlstri_ct or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the"outer boundary of a school site? 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATEOF·OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR·POLLUTION CONTROL DISTRICT. . fa. -~ coNstliuctioffLEiiioiiiiifAGENCV. 'i?: .. ·:::01':".'r:?C::.\:"'}:~:~;:1·\'S}::'.?:'.?7?7 ~'.:>:?·;~f:!'7".:-:·0.':t:t:":~,r-:7"'.'"::~ ",-· '?T':~ ,, .. y"';,~ ..... ' :: . ·. ... · :--. : I-hereby affirm that there·is a,cons~ruction lending agency for the performance of the·_work for which this permit is i!!suad !Sec. 309710 Civil Code). LENDER'S NAME______________ LENDER'S ADDRESS...,..~,-----------------------19:· '··· ·APPLICANT CERTiFICA'riON ·::;7.·r: ·"''":-'' ,., ·.::f''.'.: =,~:;:,·~·-;-"':~ ,-:='=0,;::··~-==-:·::i:-;..":.\:'::~-"~~_;;:~,~:''?:';;"'.·.ff' ."··P~'i~!~'1?f~ ~'._'::'·:" ~-""i1;":""~r-l''!'':"f ;;:;: •;,.·' :···· · ·: · ; ·· · ... ,. ·: ... :::. · · ., • ., ·, I certify that I have-read the application and.state that the above Information is correct and that-the Information on the p!ans is accurate. I agree to comply with all City ordinances and State laws-relating to building construc;tion. I h.ereby authorize reprisentatives of the Cltt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS ANQ EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is raquired·fqr l!XCavations over 5'0" deep and demolition or constniction of structures over 3 stories in height. EXPIRATION: Every permit .issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365· days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a pa!iod of 180 days (Section 106.4.4 Uniform Building Cod1). APPLICANT'S SIGNATURt . . . . . DATE --1------------- WHITE: File YELLOW: Applicant PINK: Finance S E W E R P E R M I T 03/20/98 16: 14 · Page-1 ·of 1 .Job Address: 1891 RUTHERFORD RD Suite: Perm.it Type~ SEWER -OFFICE/WAREHOUSE Parcel No: 212-120-28-00 ·Description: SHELL BLDG : . 47, 9-46 SQ FT WAREHOUSE Permltee: TURPIT & PARTNERS ARCHITECTS 619-535-0606 6305 LUSK BLVD, SUITE 200 SAN DIEGO, CA 92126 . 7(** Fees Required Fees: Adjustments: Total Fees: Fee description ------------------- .Enter Warehouse S Total EDUs · Sewer Fee· EI1ter Sewer EDUs ·* SEWER TOTAL *** · Permit No: SE98,0006 Bldg,PlanCk#: CB973461 Status: ISSUED Applied: 01/15/98 Apr/Issue: 03/20/9.8 Expired: Prepared By: DR r • FINAL APPROVAL [ INSP. . DATL: ·~CLEARANCE ____ _ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 ·(619) 438-1161 --~1, City of Carlsbad Inspection Request f , - L"""" For: 4/27 /99 Permit# CB973461 Title: SHELL BLDG 47724 SF, INDUST Description: LOT 48 Type: INDUST Sub Type: Job Address: 1891 RUTHERFORD RD Suite: Lot 48 Location: Inspector Assignment: TP --- Phone: .6192472980 Inspector:£_ l\PPLICANT : Ti.JRPIT & PARTNERS ARCHITECTS Owner: DIVERSIFIED CARLSBAD 47&48 LL C Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical --- Act Comments Requested By: JACK Entered By: CHRISTINE 3..-------------,------- ~---- ----- Inspection History Date Description Act lnsp .Comments 4/16/99 89 Final Combo co TP 4/16/99 97T-24 H-Cap Consultation co TP NO TO CK PARKING REQ. 4/6/99 89 Final Combo co TP 1/12/99 34 Rough Electric, AP TP MAIN SUB, TRANS 1/11/99 34 Rough Electric co TP CORR NOT COMP @ PNLS 11/19/98 11 Ftg/Foundation/Piers NS TP DUP SEE 11/18 11/18/98 11 Ftg/Foundation/Piers AP PSA 9-POLE LIGHT FTG 11/13/98 11 Ftg/Foundation/Piers co TP LITE BASE N/PER REV PLN 11/13/98 12 Steel/Bond Beam co TP 11/2/98 11 Ftg/Foundation/Piers co TP PARK LOT LITE BASES NOT 11/2/98 12 Steel/Bond Beam co TP 10/28/98 17 Interior Lath/Drywall AP TP EXT SOFFIT BRO 10/28/98 17 Interior Lath/Drywall AP TP ELECT RM, STR ENCL 1 & 2 10/28/98 24 Rough/Topout AP TP ROOF DRAINS 10/22/98 14 Frame/Steel/Bolting/Welding AP TP STR#1 &2 10/22/98 17 Interior Lath/Drywall AP TP STR#1 10/16/98 14 Frame/Steel/Bolting/Welding AP TP ELECT. RM. 10/16/98 14 Frame/Steel/Bolting/Welding PA TP ND.DTL.SPLICE STDS@STR.E . --- City of Carlsbad lnspecti.on Request For: 4/27 /99 Permit# CB973461 Inspector Assignment: TP 10/16/98 31 Underground/Conduit-Wiring AP TP PARKLOT LITES 10/16/98 34 Rough Electric WC TP 9/1/98 11 Ftg/Foundation/Piers AP TP POUR STRIP W/ENG REV LTR 9/1/98 12 Steel/Bond B~am AP TP 8/31/98 11 Ftg/Foundation/Piers co TP POUR STRIP TRK DOCK WALL 8/31/98 12 Steel/Bond Beam co TP 8/31/98 14 Frame/Steel/Bolting/Welding AP TP 2ND FLR MEZ SHTING 8/20/98 66Grout AP TP POUR GROUT @CLMNS 8/13/98 15 Roof/Reroof PA TP *ND ENG L TR RE: STRAPS. 7/24/98 14 Frame/Steel/Bolting/Welding WC TP 7/24/98 14 Frame/Steel/Bolting/Welding AP TP PNLS TSH ENCL .7123l98 14 Frame/Steel/Bolting/Welding NS TP 7/7/98 22 Sewer/Water.Service AP TP FOR B LOT 47 PER MP 6/29/98 12 Steel/Bond· Beam AP TP PNLS 15, 21-57 6/22/98 11 Ftg/Foundation/Piers AP TP BLDG EXT CLMN FTNS 6/12/!;!8 1·2 Steel/Bond Beam AP TP PNl.S 12,13, 14, 16, 17A,20 6/11/98 · 12Steel/Bond Beam AP TP PNLS 2-11 6/11/98 12 Steel/Bond Beam co TP PNLS 12-14,16,17,20 6/10/98 11 Ftg/Foundation/Piers WC TP 6/10/98 12 Steei/Bond. Beam co TP PNLS 1-11 5/22/98 · 11 Ftg/Foundation/Piers AP TP S.O.G. 5/21/98 11 Ftg/Foundation/Piers AP TP CONT. FTN & G.B. (EXT)H- 5/21/98 11 Ftg/Foundation/Piers AP TP INTG.B.'S 5/18/98 11 Ftg/Foundation/Piers AP TP A LN.,1 LN. TO-HCONT FT 5/18/!;!8 12 Steel/B.ond Beam AP TP 5l15/98 11 Ftg/Foundation/Piers AP TP CONT FTN 20' @ A LN. .p/14/98 11 Ftg/Follndation/Piers CA TP .5/13/98 1.1 Ftg/Foundation/Piers AP TP INT SPRD FTNS 5/1/98 21 Underground/Under Floor AP TP BLDG SEWER 4/30/98 21 Underground/Under Floor PA TP BLCGMAIN 4/30/98 31 Underground/Conduit-Wiring AP TP 4/29/98 31 Underground/Conduit-Wiring NR TP Inspection List Permit#: CB973461 Type: INDUST SHELL BLDG 47724 SF, INDUST LOT48 Date Inspection 'Item Inspector Act Comments 4/27/99 19 Final Structural RI 4/27/99 29 Final Plumbing RI 4/27/99 39 Final Electrical RI 4/27/99 49 Final Mechanical RI 4/27/99 89 Final Combo TP AP 4/27/99 89 Final Combo RI 4/16/99 89 Final Combo TP co 4/16/99 97 T-24 H-Cap Consultation RI 4/16/99 97 T-24 H-Cap Consultation TP co NO TO CK PARKING REQ. 4/6/99 19 Final Structural RI AM PLEASE 4/6/99 29 Final Plumbing RI AM PLEASE 4/6/99 39 Final Electrical RI AM PLEASE 4/6/99 49 Final Mechanical RI AM PLEASE 4/6/99 89 Final Combo RI AM PLEASE 4/6/99 89 Final Combo TP co 1/12/99 34 Rough E:lectric TP AP MAIN SUB, TRANS 1/12/99 34 Rough E:lectric RI SWITCHGEAR 1/11/99 34 Rough Elec;:tric TP co CORR NOT COMP @ PNLS 1/11/99 34 . Rough Electric RI AM PLEASE -HOUSE PNL INSP 1/8/99 34 Rough Electric RI SWITCH GEAR 11/19/98 11 Ftg/Foundation/Piers TP NS DUP SEE 11/18 11/1.8/98 11 Ftg/Foundation/Piers PSA AP 9 POLE LIGHT FTG 11/13/98 11 Ftg/Foundation/Piers TP co LITE BASE N/PER REV PLN 11/13/98 12 Steel/Bond Beam TP co 11/2/98 11 Ftg/Foundation/Piers TP co PARK LOT LITE BASES NOT 11/2/98 12 Steel/Bond Beam TP co 10/28/98 17 Interior Lath/Drywall TP AP ELECT RM, STR ENCL 1 & 2 10/28/98 17 Interior Lath/Drywall TP AP EXT SOFFIT BRD 10/28/98 24 Rough/Topout TP AP ROOF DRAINS 10/22/98 14 Frame/Steel/Bolting/Weldin TP AP STR# 1 &2 10/22/98 17 Interior Lath/Drywall TP AP STR#1 10/16/98 14 Frame/Steel/Bolting/Weldin TP AP ELECT. RM. 10/16/98 14 Frame/Steel/Bolting/Weldin TP PA ND.DTL.SPLICE STDS@STR.E 10/16/98 31 Underground/Conduit-Wirin TP AP PARKl:.OT LITE:S 10/16/98 34 Rough Electric TP WC 9/1/98 11 Ftg/Foundation/Piers TP AP POUR STRIP W/ENG REV L TR 9/1/98 12 Steel/Bond Beam TP AP 8/31/98 11 Ftg/Foundation/Piers TP co POUR STRIP TRK DOCK WALL 8/31/98 12 Steel/Bond Beam TP co POUR STRIP TRK DOCK WALL 8/31/98 14 Frame/Steel/Bolting/Weldin TP AP 2ND FLR MEZ SHTING 8/20/98 66 Grout TP AP POUR GROUT @ CLMNS 8/13/98 15 Roof/Re roof TP PA *ND ENG L TR RE: STRAPS 7/24/98 14 Frame/Steel/Bolting/Weldin TP WC 7/24/98 14 Frame/Steel/Bolting/Weldin TP AP PNLS TSH ENCL Wednesday,April28, 1999 Page 1 of2 7/23/98 14 · Frai:r,e16teel/Bolting/Weldin TP NS 7/7/98 22 Sewer/Water S~rvice TP AP FOR BLOT 47 PER MP 6/29/98 12 Steel/Bond Beam TP AP PNLS 15, 21-57 6/22/98 11 Ftg/Foundation/Piers TP AP BLDG EXT CLMN FTNS 6/12/98 12 Steel/Bond Beam TP AP PNLS 12,13,14,16,17A,20 6/11/98 12 Steel/Bond Beam TP AP PNLS 2-11 6/11/98 12 Steel/Bond Beam TP co PNLS 12-14,16,17,20 6/10/98 11 Ftg/Foundation/Piers TP WC 6/10/98 12 Steel/Bond Beam TP co PNLS 1-11 5/22/98 11 FtgJFoundation/Piers TP AP S.O.G. 5/21/98 11 Ftg/Foundation/Piers TP AP CONT. FTN & G.B. (EXT)H- 5/21/98 11 Ftg/Foundation/Piers TP AP INTG.8.'S 5/18/98 11 Ftg/Foundation/Piers TP AP A LN., 1 LN. TO H CONT FT 5/18/98 12 Steel/Bond Beam TP AP 5/15/98 11 Ftg/Foundatiori/Piers TP AP CONT FTN 20' @ A LN. 5/14/98 11 Ftg/Foundation/Piers TP CA 5/13/98 11 Ftg/Foundation/Piers TP AP INT SPRD FTNS 5/1/98 21 Underground/Under Floor TP AP BLDG SEWER 4/30/98 21 Underground/Under Floor TP PA BLCG MAIN 4/30/98 31 Underground/Conduit-Wirin TP AP 4/29/98 31 Underground/Conduit-Wirin TP NR Wednesday,Aprll28, 1999 Page 2 of2 ... ·-· ~ . Dept: Building Engineering ~Q CMWD St Lite Fire Plan Check#: Pennit#: Project.Name: C8973461 SHELL BLDG 47724 SF,.INDU$T LOT48 Address: 1891 RUTHERFORD RD Contact Person: ~ ~ Phone: {o \ C\ ( "'""-, • 1. ct 'iO Sewer Dist: Water Dist: Date: Pennit Type: Sub Type: Lot: 48 4/2/99 8:10:41 INDUST ·1~:~:~;:~ ....................................... ~:;: ................... : ................................ 7······ ........................ . By: :111 _ Inspected: LI: · y;:qq Approved: ___ Disapproved: Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ •• -.II II I I II I II II 11111IIII11111 I I I Ill I II I I I I I I I I I I I I Ill I II II I II Ii II II I~ I! I II 11111 I II I II I~ Ill II I II II! I I I I I I I I I Ill I Ill I II I I I I I I I I II I I I II 1111 I II I I 11 I I Ill II II U Comments: ______________________________ _ i,.' .•. . ;~· ; .... :~· . CIIJ if Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check#: Permit#: Project Name: Address: CB973461 SHELL BLDG 47724 SF, INDUST Date: Permit Type: Sub Type: 4/2/99 8:10:41 INDUST t··--·- LOT 48 f ·,. f -~-r:0 . 1,0· r/ p,1 ~ .: .. ........., 1891 RUTHERFORD RD Lot: 48 . • !: 11 -~.:fL I.S : {! I~ . I I j .,.,. "~-.-----..._.1 --·-/ I Contact Person: '3' ~ Phone: fo \ IC\ ( A'-l "t • 1..<t 'iO f fll . , .. ~,-J Water Dist: ~:, .. i APR -2119 1 · ,'. . ! ! ; ,, ,I. •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• r i Sewer Dist: Inspected ~ By: Elliµ . Of'.}LS Inspected By: Inspected By: Date Inspected: Date Inspected: Date Inspected: t -~ =~--23,~~~~~J 1' L M1nw•1c'i'i",;>-:i~f!.D · , V · ·--,;.,.? ~.., 11·s·-,., _J Approved: ~ Disapproved~-..:.:.,:::'...!.!tif.L_ · Approved: Disapproved: __ Approved: Disapproved: __ <' •• ( ' CHY If Carlsbad Final Building lnsnecdon Dept: Building Engineering Planning CMWD I JL Fire Plan Check#: Permit#: Project Name: CB973461- SHELL BLDG 47724 SF, INDUST LOT48 Address: 1891 RUTHERFORD RD Contact Person: "S ~ Phone: (o \ C\ ( "-1.("l • 1.. ct ~o Sewer Dist: Water Dist: Date: Permit Type: Sub Type: Lot: 48 4/2/99 8:10:41 INDUST .......................................................................................................................................................... inspe~L Date ~ By:----'~..,.. _ _.,,....· ........v,..,,.., .... , ______ Inspect~~ ~ Approved:~ Disapproved: __ Inspected Date By: __________ Inspected: ___ -__ Approved: ___ Disapproved: __ Inspected Date By: Inspected: ______ Approved: ___ Disapproved: __ ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••!••••••••••••••••••••••••••••••••-••••••••••••••••••••••••••••••••••••••••••••••••••u Comments: -------------------------------------- ... -_ . .. ·" . ~~ . Cb 11 Carlsbad ~ · Rnal Bulldina Inspection ~-. Dept: Building Elgllfl(ir.liig Planning OMWD St Lite Fire Plan Check#: Permit#: Project Name, CB973461 SHELL BLDG 47724 SF,.INDUST LOT48 Address: 1891 RUTHERFORD RD Contact Person: "l' ~ Phone: (o \ C\ ( "-"'-'l • J.. ct 'i6 Sewer Dist: Water Dist: Date: Permit Type: Sub Type: Lot: 48 4/2/99 8:10:41 INDUST .......................................................................................................................................................... lnspec;te¼,. //. 'l Date Disapproved: / Inspected: 'f-~wff Approved: By: . ,. ., ~;pecte}Ai Date v" Disapproved: __ Inspected: /"-5'-'t'o/ Approved: Inspected Date By: Inspected: Approved: Disapproved: __ ........................................................................................................................................................... . , Comments: _....,t .... 'N .... ,..,.m ...... ~ .... , __ J. __ ~_ ............... c ....... ,o. ........... ~._,.-._Bf._"-=-_C......,M......., .... w. ... ~.__._ . ...,>(._..,.'llf'l.~ ... 'II .... A...,fl_1f;J.....,.c~------ ·" . . /\~ CoNsTRucTioN '}EsnN:G & ENGINEERING, INC. SAN DIEGO; f.A . RIVERSIDl,f.A 2414 Vmeyw Ave. 490 E. PriDcdand Ct. Suite G Suite 7 FJcoodido, CA 92029 Coron2, CA 91719 (760) 746-4955 (909) 371-1890 ENGINEERING, INC. (760) 746-9806.fAX (909) 371·2168FAX May 6, 1999 City Of Carlsbad Building InspectiQ_p Department 2975 Las Palmas Carlsbad, CA 92009 SUBJECT: . VEN'I1JD, CA . TRACY, f.A LANCASTER, CA i645 Pacific Ave. 392 W. Larch Rd. 42156 10th St. W. Suite 105 Suite 19 UnitK Omard,·CA 93033 Tr.icy, CA 95376 Lanwter, CA 93534 (805) 4866475 (209) 839-2890 (805) 726-9(,76 (805) 486-9016 FAX (209) 839-2895 FAX (805) 726-9(,76 FAX CTE Job No.10-1874 SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION PERFORMED UNDER PERMIT NO. 973461 ADDRESS: Director of Building Inspection: To the best of my knowledge all work requiring materials sampling, testing and special i11$pection; namely the inspection of reinforced concrete and welding has been completed for the structure constructed under the subject permit and is in conformance with the approved plans and specifications and the applicable workmanship provisions of the Uniform Building Code. Name: Tom Gaeto Title: Civil Engineer Sinri,i1t,u•A """""::=--=-~~c....,+-9-+f--'------- GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION CoNsTRucnoN 1EsTING & ENGINEERING, INC. ENGINEERING, INC. SAN DIEGO, CA 2414 Y-meyud Ave. ~G ~. CA92029 (760) 7-t6-i955 (760) 7 46-9806 FAX RIVERSIDE, CA 490 E. Princeland Cl ~7 Conm, CA 91719 (909) 371-1890 (909) 371-2168 FAX 'VENTURA, CA 1645 Pacific Ave. Suite 105 Oxnard, CA 93033 (805) 486-6475 (805) 486-9016 FAX TRACY,CA 392 w. I.irch Rd. Suite 19 Tray, CA 95376 (2()C)) 839-2890 (2()C)) 839-2895 FAX REPORT OF COMPRESSION TESTS PROJECT: Carlsbad Research Center, PROJECTNO: 10-1874 Lots 47 & 48 PROJECT ADDRESS: I 89 I Rutherford, Carlsbad, CA TO BE BILLED: CONTRACTOR: Diversified Properties ARCHITECT: PLAN FILE NO.: ENGINEER: BUILDING PERMIT NO.: 97-3461 SPECNO.: SAMPLE DATA REPORT OF: X Concrete Mortar Grout Other IANCASTER, CA 42156 I 0th St. W. UnitK Lanaster, CA 93;34 (805) 726-9676 (805) 726-9676 FAX Supplier: Superior Ready Mix 5.4 SK W/Pozz3000 354P Placement Date: 05/21/98 Mix Description: Mix Number: Slump: Type Cement: Concrete Temp: 83° Location of Placement: 4¼" II Amb. Temp: 68° Special Test Instruction/Remarks: Grade beam @ Lines 3 & D 1@7 Days, 2@28 Days 3000 PSI at 28 Days Required Strength (F'C): Samples Made By: DB LABORATORY DATA Age Lab Control Date Tested Dimensions in No. Inches 7Days 02A 05/28/98 6x 12 28 Days 028 06/18/98 6x 12 28 Days 02C 06/18/98 6x 12 Ticket Number: Truck Number: Time in Mixer: Admixture: Air Content: Design Strength: Tested By: Test Area . ~q. Inche~ . 28.27 28.27 28.27 182736 390 SO Minutes Pozz 3000PSI CR Max Load Pounc;l.§ 77,500 120,000 I 18,500 Compressive Strength PSI 2,740 4,240 4;190 Reviewed by: Curtis V. Olander C. VO · Date: June 24, 1998 All san,plmc and testing -cd inacmnbncc willlASTM-Desi--01-91. 09-116. CIJB-92. CUJ.'JO. Cl73-93. C23l-91B. C~70-93A. CSll-92. C617-37. FCIUn-•2. Cl23 I. E-1-93. El7l-37 Conforms With Required Compressive Strength .X Yes _ No Distribution: 1) Diversified Properties l) City of Carlsbad I) Job File C:\PROJECTS\101874\lab\02.doc GEOTECHNICAL AND CONSTRUCTION ENGINEE:J.UNG TESTING AND INSPECTION CONSTRUCTION 1°:ESTING & ENGINEERING, INC. SAN DIEGO, CA 241-i V-meyud AYe. SllileG RIVERSIDE, CA 490 E. Princebnd Ct. Suite 7 VEN11JRA, CA 1645 P:lcific Ave. Suite 10$ TRACY,CA 392 w. L2rch Rd. Suite 19 . LANCASRR,CA 42156 10th St. VI. UnitK ENGINEERING, INC. Esmndido, CA 92029 (7Ei0) 746-4955 (7Ei0) 746-9806 F.\.'t Corona, CA 91719 {909) 371-1890 {909) 371-2168 FAX Oxnard, CA 93033 {805) 486-6475 {805) 486-9016 FAX Tracy, CA 95376 {209) 839-2890 {209) 839-2895 F.U Lanooter, CA 93534 {805) 72&9676 {805) 72&9676 FAX REPORT OF COMPRESSION TESTS PROJECT: PROJECT ADDRESS: CONTRACTOR: PLAN FIT.,E NO.: BUILDING PERMIT NO.: Carlsbad Research Center, Lots47 &48 <l~.b~1:fot:q,J::arlsbad,_£~ Diversified Properties 97-3461 SAMPLE DATA·· REPORTOF: X Concrete Mortar Supplier: . Mix Description: Mix Number: Slump: Type Cement: Concrete Temp: 84° Location of Placement: Speciai Test Instruction/Remarks: Required Strength (F'C): Samples Made By, Age L;tb Control No. 7Days 03A 28Days 03B 28 Days 03C Superior Ready Mix 5.4 SK W/Pozz 3000 354P 3 ½" II Amb. Temp: 68° Grade beam @ Lines B & 3.5 1@7 Days, 2@28 Days 3000 PSI at 28 Days DB LABORATORY DATA Date Tested Dimensions in Inches 05/28/98 6 X 12 06/18/98 6x 12 06/18/98 6x 12 PROJECT NO: 10-1874 TO BE BILLED: ARCHITECT: ENGINEER: SPECNO.: Grout Other Placement Date: Ticket Number: Truck Number: Time in Mixer: Admixture: Air Content: Design Strength: Tested By: Test Area Sq. Inches 28.27 28.27 28.27 ' 05/21/98 231518 604 48 Minutes Pozz 3000 PSI CR Max Load Pounds 95,500 132,000 142,000 Reviewed by: Curtis V. Olander C VO Date: June 24, 1998 Compressive Strength PSI 3,380 4,670 5,020 Ail s:uuplingandtcsting -cd inacconloncewilll ASlM-.S DcslgnotlollsC3~ 09-116. Clll-92. CUMCI. Cl73-93. C231-91B. C470-93A. CSll•"2. C6l7-87. FC1077•92. Cl231. E-l-93. El7Hl7 Conforms With Required Compressive Strength -A Yes No Distribution: I) Diversified Properties I) City of Carlsbad I) Job File C:\PROJECTS\101874\lab\03.doc GEOTECHNICAL AN:P CONSTRUCTION ENGINEERJ;NG TESTING AND INSPECTION CoNSTRUCTION T.EsTING & ENGINEERING, INC.- SAN DIEGO, CA RIVERSIDE, CA VENTURA, CA TRACY,CA 2414 Y-meyardAve. 49() E. Pri,nceland Ct. I 645 Pacific Ave. 392 W. Larch Rd. Suite G S!lite 7 Suite 105 Suite 19 &coodido, CA 92029 Corona, CA 91719 Oxnard, CA 93033 Tracy, CA 95376 (76o) 7 46-4955 (909) 371-1890 (909) 371-2168 FAX (805) 486-6475 (209) 839-2890 (76o) 746-9806 FAX (805) 486-9016 FAX (209) 839-2895 FAX PROJECT: PROJECT ADDRESS: CONTRACTOR: PLAN FILE NO.: BUILDING PERMIT NO.: REPORT OF COMPRESSION TESTS Carlsbad Research Center, Lots 4 7 &48 . c-::}:890=Rutherford-Road ~ Carlsbad, CA Diversified Properties 973461 PROJECT NO: TO BE BILLED: ARCHITECT: ENGINEER: SPEC NO.: SAMPLE DATA REPORT OF: __K_ Concrete Mortar Grout Supplier: Mix Description: Mix Number: Slump: Type Cement: Concrete Temp: 70° Location of Placement: Special Test instruction/Remarks: Required Strength (F'C): Samples Made By: A!?;e Lab Control No. 7 Days 04A 28 Days 04B 28 Days 04C Hold 04D Superior Ready Mix 5.4 SK W/Pozz, 3000 354P 5¾" II Amb. Temp: Panel# 6 1@7 Days, 2@28 Days, I Hold 3000 PSI at 28 Days DS Placement Date: Ticket Number: Trucl< Number: Time in Mixer: Admixture: Air Content: Design Strength: Tested By: . LABORATORY DATA Date Tested Dimensions in Test Area Inches Sq. Inches 06/19/98 6x 12 28.27 07/10/98 6 X 12 28.27 07/10/98 6x 12 28.27 10-1874 Other 06/12/98 232642 50 Minutes 3000 PSI CR Max Load Pounds 83,000 122,000 119,000 Reviewed by: ElifE. Cetin ~C D11te: August 19. 1998 IANCASTER, CA 42156 10th SL W. UnitK Lancaster, CA 93534 (805) 726-9676 (805) 726-9676 FAX Compressive Strength PSI 2,940 4,320 4,210 All sampling :tnd testing conducted in accord.inccwilh ASIM Staadard Designations CJJ-91, C39-86. CIJH-92 CI.JJ.9(). Cl73·93. C231-91B, C.J70-93A CSl 1-92. C617-87. FC1077-92. Cll31. E+-93. E171..S7 Conforms With Required Compressive Strength --1,,,,iCYes __ __ No Distribution: 1) Diversified Properties [) City of Carlsbad 1) Job File F:\10-1874\lab\04.doc GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION ...... CONSTRUCTION '}ESTING & ENGINEERING, INC. SAN DIEGO, CA 2414 Vutey21'd Ave. Suite G RIVERSIDE, CA 490 E. Princeland Ct. Suite 7 VENTURA, CA 1645 Plldfic Ave. Suite 105 TRACY,CA 392 W. Larch Rd Suite 19 ~ndido, CA 92029 (760) 746-4955 (760) 746:9806 FAX Coron2, CA 91719 (909) 371-1890 (909) 371-2168 FAX Oxnard, CA 93033 (805) 486-6475 (805) 486-9016 FAX Tracy, CA 95376 (209) 839-2890 (209) 839-2895 FAX PROJECT: PROJECT ADDRESS: CONTRACTOR: PLAN FILE NO.: BUILDING PERMIT NO.: REPORT OF COMPRESSION TESTS Carlsbad Research Center, Lots 4 7 &48 . l 89Q Rutherford Road Carlsbad, CA Diversified Properties 973461 PROJECT NO: TO BE BILLED: ARCHITECT: ENGINEER: SPEC NO.: SAMPLE DATA REPORT OF: _x_ Concrete Mortar Grout Supplier: Mix Description: Mix Number: Slump: Type Cement: Concrete Temp: 75° Location of Placement: Special Test Instruction/Remarks: Required Strength (F'C): Samples Made By: Age Lab Control No. 7 Days 09A 28 Days 09B 28 Days 09C Hold 09D Escondido Ready Mix 5.4 Sack, l" Rock 354P 5" II Placement Date: Ticket Number: Truck Number: Time in Mixer: Admixture: Amb. Temp: 65° Air Content: Tilt Up Panel 36, 37 & 38 (Combined) 1@7 Days, 2@28 Days 3000 PSI at 28 Days RGH Design Strength: Tested By: LABORATORY-DATA Date Tested Dimensions in Test Area Inches Sq. Inches 07/07/98 6x 12 28.27 07/28/98 6x 12 28.27 -.. 07/28/98 6x 12 28.27 10-1874 Other 06/30/98 233613 407 56 Minutes Pozz 3000 PSI CR Max Load Pounds 63,000 87,500 86,500 Reviewed by: ElifE. Cetin . Date: August 19. 1998 LANCASTER, CA 42156 10th SL W. Unit K 1.anamr, CA 93534 (805) 726-9676 (805) 726-9676 FAX Compressive Strength PSI 2,230 3,100 3,060 All s;unpliug :md ll!Sting conducted in :lCcordancc \\ ilh ASTM tandard Dcsig11,uions CJ 1-9 l. CJ9.s6. C 13M-92. C l--'1-9(1. C 173-93. C2J l-91B, C-$70-93A. C5 I l-92. CG 17-87. FC 1077-tJ:? C 1211. E.J-•JJ. El 7 MO Conforms With Required Compressive Strength L,L.. Yes ___ No Distribution: I) Diversified Properties I) City of Carlsbad I) Job File F, \10·1874\lab\09 .doc GEOTECHNiCAL AND CONSTRUCTION ENGINEERIN~ TESTING AND INSPECTION CoNSTRUCTION 1):sTING & ENGINEERING, INC. SAN DIEGO, CA RIVERSIDE, CA VEN11JRA,CA TRACY,CA 2414 Vmeyatd Ave. 490 E. Princeland Ct. 1645 Pacific Ave. 392 W. Larch Rd. Suite G Suite 7 Suite 105 Suite 19 ~ndido, CA 92029 Corona, CA 91719 Oxnard, CA 93033 Tl':IC)', CA 95376 (760) 746-4955 (909) 371-1890 (805) 486-6475 (209) 839-2890 ENGINEERING, INC. (760) 746-9806 FAX (909) 371-2168 FAX (805) 486-9016 FAX (209) 839-2895 FAX PROJECT: PROJECT ADDRESS: CONTRACTOR: PLAN FILE NO.: BUILDING PERMIT NO.: REPORT OF COMPRESSION TESTS Carlsbad Research Center, Lots 47 &48 1890 Rutherford Road Carlsbad, CA Diversified Properties 973461 PROJECT NO: TO BE BILLED: ARCHITECT: ENGINEER: SPEC NO.: SAMPLE DATA REPORT OF: _K_ Concrete Mortar Grout - Supplier: Escondido Ready Mix Placement Date: fyfix Description: l" Rock, 5.4 Sack Ticket Nuinber: Mix Number: 354P Truck Number: Slump: 5 ¼" Time in Mixer: Type Cement: II Admixture: Concrete Temp: 72° Amb. Temp: 60° Air Content: Location of Placement: Tilt Up Panels 47B, 47C & 47D Special Test Instruction/Remarks: 1@7 Days, 2@28 Days, I Hold Required Strength (F'C): 3000 PSI at 28 Days Design Strength: Samples Made By: RGH Tested By: LABORATORY DATA Age Lab Control Date Tested Dimensions in Test Area No. Inches Sq. Inches 7 Days 08A 07/07/98 6x 12 28.27 28 Days 08B 07/28/98 6x 12 28.27 - 28 Days 08C 07/28/98 6x 12 28.27 - Hold 08D 10-1874 Other 06/30/98 233593 386 38 Minutes Pozz 3000 PSI CR Max Load Pounds 55,500 102,000 97,500 Reviewed by, ElifE. Cetin Date: August 19, 1998 LANCASTER, CA 42156 10th SL W. Unit K Lanc:ister; CA 93534 (805) 726-9676 (805) 726-9676 FAX Compressive Strength PSI 1,960 3,610 3,450 All sampling ,md testing conducted in acconl.lncc wilh A tmdard Dcsignalions C3 l-91, C39-86, Cl38·92. Cl43-')(l, Cl7:i-91. C23 MHB. C-i7U-93A. CSI l-92. C617-87. FC1077-'J2. C 1231. E4-93. E171-87 Confonns With Required Compressive Strength ..J..cV es No Distribution: 1) Diversified Properties· !) City of Carlsbad 1) Job File F:\10-1874\lab\OS.doc GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION MAY. 6. 1999 2:31PM CTS ESCONDIDO NO. 5957 P.1/2 --\. . (:oNSTRUCTION 1)sTING 8z EN(;JNEERIJ\iG, INC~ SAN IJIEGO, GA • 2414 Vlnf.yml Ave. SulwG lt1rnndldo, CA 92029 (760) 7464955 (760) 746-9806 t"AX May 6, 1999 City Of Carlsbl\d RfVmt',IDl!,CA 490 f.. Prinr.elm1d Ct. Suite 7 r.onm,, CA 91719 (909) 371-ill'JO (909) 371-2168 FAX HuikHng Inspectiou Dt,pu.rtrn<.~nt 2975 Lus Paln:ms Carlsbad, CA 92009 SUBJECT: VJ!N'fURA, (;A 1615 PlldrlC AVI!. Suite 105 , Oxnanl, <'A93033 (805) 4!i(~6175 (805) 186-9016 PAX 'fRACY,C:A 392 W. L~rch ltd. SUitP-19 Tmcy, CA 9'i376 (209) 83?-7.890 (209) 8392895 YAX LANCt\."l'nR, C.\ 47.15(, IUth Sr. W. UnltK l,llllml!·r, CA 93 ~ 34 (80'i) 726-9676 (805) '/26-'}(,76 l'AX CTE Job No.10 .. J 874 SATJSFACTORY COMPLHrlON OF WORK RF.QlffRING SPEC1AL fNSPECTJON PH.RFORMED UNDER PERMIT NO. 97346 I_ ADDRESS: Din~etor ofBuitding inspection: To the best ofr.ny knowledge all work requiring materitils fitunpling, tf.!sting and r,1p1::cial im:pe<.~tion; namely the ins_pection of reinforced com,~rel:e and welding has b<~en co1npktcd for the structure construcl:cd under the subject permit alld is in conformance with the apJ>r.oved plans and specifications and thei ap1j{icable workmanship prnvisimlf! of the IJ1:1ifom1 Building C()de. Nmm:: Tom Gaeto Title: Civil Enginei::r GEOTECHNICAL AND CONSTRUCTION . ENGINEEJUNG TESTJNG AND J.NSl,ECTION GERAD C, GRIFFITH .. ' ' .REGISTERED SPECIAL ~NSPECTOR 3962ECOCHEEAVENUE $AN.DIEGO, CA 92·117 Ptione(619)274-8379 'SPECIAL INSPECTOR'S -REPORT Covering work performed which requires approval by the s~ial il)speptor of: SH.QP WELQING PROJECT: Lot 48 . FILE: R8H03 REPORT DATE: 08/03/98 ADDRESS: 1891 RuthelfQrd.Court, C~rlsbad PERMIT NUMBER: CB97346:1 ·PLAN·F1LE'NUMBER:-~970489T . ----------~ ---. ·Material Type,Grade;,Seurce:·.Aae, ,A.'307,,A500, A108 & A706Steel; E71T-11 l~le:ctrocJe .. INSPECTION DAT§ . . . . . , ·Rl=PQIU . 06/26/98 07/13/98 07/15/98 Performed Shop We1ding ln$pection @ Cork.y'~ Welding. 8115 Wing Avenue, El Qajon. . lndi.vi<:lttal components inspected for complia(Jce with stJop and approved drawings include: -1 wide tlijngeweld plate. per 13/S~.1 2 drag plates per 1/S9 2 drag al')d purUo seats per 4/$9 25 comer pll:}tes per 18/Sa- 8 wekt angles per 9/$8~ 1 2 column· weld angles per 2188.1 1 weld angle per 6/~6.0 Performed Shop Welding lnspeqtion@ Corky's Welding, ~115 Wing Avenue, El Cajon. Individual components Jn~pected for compliance with shop and approye'd drawings inclttde: -Tube steel corumns designated A 1 -5 units, B1, A2, 82, B3, 84, 1;35 anc;t B6. Performed-Shop Weldjng Inspection@ Corky's Welding, 8115 Wihg Avenue, El Cajon. Individual components inspected for ~mpliance with ,shop and approved drawings include: -Tube steel· columns designated A & J3 -14, A & B -15, A -16. -Wi~e flange beam$ designated A -D 17 and A -O 1 a. * * * Work inspected cqnforms w~h apProved plans and specifications * * * ·1nspectioh performed by: Gerad c. Griffith cc: City of Carls~· Corky's Welding file 279 Cerdfic~tion # CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• TRACY• CORONA• OXNARD• RENO• LAS VEGAS INSPECTION REPORT PLAN FILE: Jo P, • '::f<-f Cf(, BLDO PERMIT: '!f 7-3 L/42/ OTHER: ]i>U><.. A Material Sampling 1)4 CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS ;:,;:;~:~l~;1:lt:;J~;:,~~~~~~~~?,~,~~ii~.k:~~~t~~~Jr2}>:~t- ~egv&cb P'-A~i;:MWT fJl:,55 'd:li: Dt= ll,...,c,ee-re re~ C!cL'-"mAf CoO'TtN~S h G/2.11:, l1NF: Age,q A-rc,B/.3&"1 ALpftJt£ §,R.lb LtNF 1:J/61 TO El~ A-rt;iltltt> J..1~E Hll/ AIJtJ ..;r/4,fEJ'.g,~ ne. &u.ow,,.,,, O?t:.ac~rE resr.s ~ 7'lt:!J4E-rir~a5r?C9 -CA-~,-I ~Er~,:: 3€,t &wreyss,e,AJ Te:sr ~.,,L,~u>e:12.s, 6LL1&1t-s"',-t!cAJC!a-r4: ,Eme~A,uf?!€ -~ 0 1 AMe,egr Tla/,tiEl?ATld:~®;'O :r,noiE T"' M1xE;&-,5({'qµNt£rE:§e ""rfCJ<E:1:"°6'~:.t7-6Lu,,,,e-1'' .. i/o~:(!f) I~ c/U.tc::K LoAp Of: (¼eu;,rc;.T'-.:. g,..lSLTfF. Yz fflt. €d,u.y(&', WAt'T'll'-lt;:; Tlnt€f5 &ErwE:lif,tV 7l/!y<!/< L4'1t~· t!)e::: CcMl!fl.€-r~: ~ U,e. /6~:t:c£JE-Eu 7(2.uq. 11 I A/JD "'~ # Yz. Hg 84:Tw~ -rRut:K~ 3 AAlD -I!~ l o/f ff& &rw""=1 ""t'"A?.ycJ,f :0:,S:: AN.I)#-G, • · Cert~~tlon, of ~pfl$n¢•tAI!' ~r;(,in ,.::: ·_:-C?th.~I~ .riot~. complles,wlth-the approv~-plans :and speclflcatlomq~nq,,the.\;t~ ·unif~ b·u·11d1n· c·..,J,4.,. ' · · '-: .-· --_-·,. ---· -··,": ' --·:, ·. · --· · :-·1'" '·'--. : , ,.""''-'·'-, . , g. --~·-", , _,, :' , , : '-.':, ', , , , -, . ,,. a ~----, -, .. , . , ,. . ', , ,, ,,, NAME: (PRINT) 4AJea'i' <J. Nu:,@t.SON . CERTIFICATlON NO.: -:U"61::/": D ggJ:i, (e.3 -'(8' SIGNATURE~ <1 ~ fl GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 490 E. PRINCELAND CT. #7 CORONA, CA 91719 (909) 371-1890 FAX (909) 371-2168 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• TRACY •CORONA •OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT PAGE_/ OF_L_ CTE JOB# /t, -1871: REPORT# _______ _ PROJECT NAME: C1taL&•M:> f('u1u1t.c:~ C&#tu~ · J..r 48 ____________________ _ t------.. _ ·-. _,' CZ A IN~PF;CTI()N MATERIALIDENl'IFICATION:, ADDRESS:'-fB~o Ru-rll&'•""''';s:, Ro p L.£>C: ,r -i:SGoJ\l.Ot'DC: ~si,,.v. -»1~: ~;CONCRETE.· -coNC.MIX#IPSI 3$!'1/:'F" /,1:000 i-s1, ARCHITECT: luAP rr P,tllTN6eS' ENGINEER: AJew.wc-M~M-6Sr•,z, 'fAs,o-c. ( } MASONRY '. ' ' GROUT ¥IX#IP~ .... -'--: ,----,------'----.. • , • ' ' • ' > CONTRACTOR: C?i!,..v,E& 1:~ Co11s--r~ v c.--r,01r1 INSPECTION DATE: ,-~() ·5E? ---~-------- PLAN FILE: (!,'T''f •,: C &tU,'I S/ID BLDG PERMIT: __ 9_7~3'--4'-=.._/ _______ _ OTHER: _____ ---'----------- Material Sampling (X? CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS ~ INSP.,PERFORMED, J_OB PROBLEM, MATERiAL IDENTIFICATION, PROGRESS,_ WORK REJECTED; 'RE;MARKS ; '22 ~C e,lf:e6;n4Nr ANO ~o,,v,1,u_.,,,,.7 .,olV ,o.,e-2'-1 Cu8N:. >1,#.eAS" et>t: t::.,,.,_,~12,,..,~ 1AJro Fmrms Et:Jir :,:{, .. :r-u,. Mtl-A./l~S" A/11 .$ 1-r, Z I r11 S-7 Ill ro r111L ~ ~7 P4NAJU..S ). SN-ow-N • Certification of Compliance: All work, unless otherwise·noted, complies with the approved plans and specifications and the uniform building code. · NAME: (PRINT) /tf,.BEI(~ ~ ~4'S' ~E..,_L? CERTIFICATION NO.: 288 SJJC.1rY /C:4&? z,!17C, GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G escONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO•TRACY •CORONA •OXNARD •LANCASTER ENGiNEERING, INC. INSPECTION REPORT PAGE_I_OF_I_ CTEJOB# /~-/~74-~ 1.4.b Re.64,,t c I/ C1r ~ .,.....S:I! PROJECT NAME: Lo-r 4-8 Bt.D& A ADDRESS: '·re-~-o-R~-rH_~ FOlfb Ro _ CA~L..S8A-0,I C.A ARCHITECT: Tlll·RPrr Pj.R."l".veits ENGINEER: l/•'4NIIC,-N1e1"-"'fl"1'P cf J..s$•c • CONTRACTOR: c,,64/M s-n,A11 Ct:JA.I S 'T'~U(:. r.10AJ INSPECTION bATE: --=~-~=z...,.,'---_.5,....,8..__ _____ _ REPORT# _______ _ INSPECTION MATERIAL IDENTIFICATION ( ) CONCRETE CONC.MIX#/PSI _______ _ ( }.MASONRY GROUT MIX#/PS . ._,_ _____ ....:.:...--"- ( )P.T.CQNC. MORTARTYPJ:WSI - , )E1E~D:WELD REBf,.RGRADE Asrtn /J~f.'Sj 11~7~,.~~ (·· is,~~P~1t~~o -'~:~tsEI~\<; ·:';.-:::· ;:::.-;:-:'.:·-_::_ --~\//>·>/~ PLAN FILE: C,r.,-l) /:' C'A.f't,SSAl:J BLDG PERMIT: 9? , 4' I ( '.}:PILE~_RIYJNO · a:s.;nw.:r: . .. .. _ .. . ~ . _.: . - ( )_ -~ATC~P~A~ :_ ,MA~_:_:.?idac:_:-.-.:.•. · · · ·. · .:_·,. · . .' _-_-'->?: ',' -~:\:", ~ OTHER: ______________ _ ::EL~bliRODE _:,,_-,--------'--+·· -· ..... · ,...· ;..,..\ ,,...:·-·-·:: > >.,, • ',/ '::: ,1 '" ,_ ' , ',1 " ' ~ . ' \ ', , -' , : ~:--~-~t- Material Sampling ( ) CONCRETE { ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSP. PERFORMED; JOB PROBLEM, MATERIAL IDENTiFICATION, PROGRESS, WORK REJECTED,. REMARKS -' . . . . . ' l. : . . . . -. . . -. -. -. ' . . . -. . . ' . (!) 7Z-e: e~A:t'!./JE1tt£Nr aF llt11e1zt2&?"A1, ~k"'.€&r/cA~ ,tf'£/A/"'1"t!JU1Alt; S-reGL 8K 11-1-/1£ 111-T-l.,, ,U-7'4FJJ l!U.cw. 7°Z4= WAS (!,#5CAE,D ,t#&l}1~ .,5/, I © i#lf (dlt;,f ?'11:0J ,#NO ,,.,,,.~, ~ e EAUflf:4£, Certification of Compliance: All Work, unless otherwise noted, complies with the approved plans and specifications and the uniform building code. · NAME: (PRINT) Ro13 E~ 'T G, H-A L-S -r £~P . CERTIFICATION NO.: '2 i30 SO C.rry /C8o "2'-93D SIGNATURE: ~__ff, ~ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEY ARD A VENUE SUITE d ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO • TRACY• CORONA• OXNARD • RENO • LAS VEGAS ENGINEERING, INC. INSPECTION REPORT PROJECT NAME: CHLSBAP RMMR.1!-t'-~-reg_ ADDRESS: ,._ ,~caS'.o.-R'-l~ntE-gfbgJ> ·_pai,. C~llLS BAD t c:;:!A, ARCHITECT: --rug_.prr ~ fARTNEbs ~l76::.Z;S' ENGINEER: ,U,-wAll.-Mue,LMEs;lEg If" &;$$&X!.IATS:5 CONTRACTOR: Ct,gAJH,<TDJ.JS;.. ~auz:ru,N INSPECTION DATE: I'? JuM~ qg PLAN FILE: ·Jog st Lf 'J1 lo BLDG PERMIT:_'-f._7._---'.3~t/~-~/ _______ _ OTHER: /..c-r -Ltf'r' Material Sampling PAGE OF CTE JOB# JD -1'8,,..-q: - REPORT# _______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS ~~ftM.Et:> .IN-9':~TlDt:,l Qf Re&,g fLAeE:Mf:NT rqg Cm-umAI /pcr,MSS &AUD ?IAL6~ NI~ 4:/lf . J J <S'SlQ (../NE; AR.§;;A Arcs/a 'T'c ¥ At-It> AL~ tikiD LIHI: ,n/</ '1c F/4 Pu!. FcJo7(ll6 6cHE:iXLcE. j fco"T'/~(3 Ree1r12.. (IJI\T6 #AVE f;Js<.Jff1C.lfi:r<tT · c~~tfoti,~f~~~ -W'*k, -~-e>~ note£f~ 9°Qniplles wl~h the approved plans ~d speciflqatlons,'10.d:tij~;fJJ :'.~n!fqm,. p_µ1~1n,o_ c~"~·"' ,: __ ,~t: .. .'t·:, -:'..-t ·::·: .-.··· >:< :·,:.,-> :: ·. ·· · . . . · .-· · · . · · -:.~."' ·t&:IY!.i NAME: (PRINT) LA&B'r' ~ AACHOL.~t:.,-.J CERTIFICATION NO.: -rcsptt-t>88Ja(e3-8&' SIGNATURE:~~ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 490 E. PRINCELAND CT. #7 CORONA, CA 91719 (909) 37l-l890 FAX (909) 371-2168 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• TRACY • CORONA • OXNARD • LANCASTER INSPECTION REPORT PAO;;::!: OF L CTE JOB# ~/_0_ ... _/_S~~1!f--'--+---- ENGINEERING, INC. I' A ! fl.A <J,_.,,,. '" &r'IIJ .. , _,,J_lJll.. _0tnr_"..K' REPORT#_-___ _ PROJECT NAME: ~~ !) ~v iu:;::a>rtl,v1 1...,1 t:.-~ 70 # CAvc-, 1't ADDREssr:f~1{i-=:£~~(ortD-·tp 1NsPErn6N MATERIAL IDENTIFICATION l-.4.tt{'::>~P I CA--. ( )CONCRETE CONC.MIX#/PSI ______ _ ARCHITECT:1v(l..~..,\--~r j1((lfN\J'A,~ , < )MASO~RY GROUTMIX#/PS._ _____ -"'- ENGINEER: NOWAk:-----MtAelMt~tt.,f~~.< )P.T.coNc:. .t40RTARTYPE1Ps1 I ~ ,'h<'\I l(,L'; . , <'"" (0 ~LD WELD REBAR,GRADE_,-------,..,-.,--,------"---CONTRACTOR: ~Nt:::: . ...,.-r.1,ci . · · ,_. } iJ ..-1"."1\d ~ 0.. ( )Sij:QP,~Ll)}1iG,'~,ST$EL_· ,_, ----,-,---,---'-'---'- INSPECTION DATE: --''--'°1+-.J=-\v~+---=-l:.._v' __ --'-_ · · · · ·· · PLAN FILE: ( ) PILEDBJ,~G · H.S; BOJ..T-,---,-,---,--,-'--,-----i'----,,,--,;. :-:·-,-{ ' -' ' BLDG PERMIT:_g_._1..,;__°?--"'{-=b_l'----------( )~ATCHPLANT. MA,S:BI,OC . -·. -. . .. _ ,, . ·. _ : .':'· ·: c.1/+ ... ~ ~bl/ Ai ·Fr-·"' OTHER:'-. ----------~-- ( ) EXP. ANCHOR E;LECTRQDE,(e; ' : ~ ' ' ''(; : ; ~ ( )OTHER Material Sampling '' ~-, , ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS · 1NSP. PERFORMED: JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS · Certification of Compliance: All work, unless otherwise noted, complies with the approved plans and specifications and the uniform building code. GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (760) 746-.J.955 FAX (760) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO•TRACY •CORONA •OXNARD •LANCASTER INSPECTION REPORT PAGE / OF / CTEJOB # /Q-/S7V REPORT#_-_____ _ ~l~f¼D ~ ~'&J'f~ PROJECT NAME: l.,of' '-I e, . Si Dk,. -A . > ADDRESS~:f$9-t ~e:o:Hh;t!.fO\llD .~ · uilA '-'SA o . lA . • ARCHITECT: :::ttJ,t f~+ £ l'.Art'T ,Jt::){.6 I . . ENGINEER: .rJowi0t=--Mudt,·US'1foc f J\!,~. CONTRACTOR: loVZAJ~./:lf OtJG' INSPECTION DATE: l; :futy q~ PLAN FILE:--~--------- BLDG PERMIT: __ g~7--.......-c3__,l[,.__f.o.;.._l..__ ___ _ OTHER: _____ -_______ _ INSPECTION ( )CONCRETE (·)MASONRY ( ) P.t. CONC. (~LDWEL~ MATERIAL IDENTIFICATION ·CONC. MIX#/PSI ______ _ GROUTMIX#/PSI. ______ _ MORTAR TYPE/PSI------,----- REBAR; GRADE'..,..--,---'---,---------, ( ),SHOP:WEq>ING 'S'rR.,St$~L..c.-· ~--,-,--'--,',-'--"'-.,.,._.,.-"-'-, (. ).PILEI)~~G .·· H:S.BO,LT __ ----'---,--,--,'-;----'-'-_,..,..,,., c )' BAT_ ·cHPLANt MAs. BLOCK-.·'-;,-· . ~--"-"----'-. , "' ~ ,,, '' ' c )EXP.ANCHOR·· E~CTRODE E1IT .... 8 .. ¼>'f 11> .. · '.r-c.~w:::. ()QTI-JER . Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSP~ PERFORMED, JOB.PROBLEM;-MATERiAL IDENTIFICATION, PROGRESS, WOflK RE,IECT~D, REMAR!(S Certification ofCompliance: All work, unless otherwise·noted, complies with the approved plans and specifications and the uniform building code. · NAME: (PRINT) --"iia""----'-'-""'C-X-::,r:..._,--~---- CERTIFICATION NO.: --1r+-+-----,1--------- SIGNATURE: ::i-:,a~ ,,.1 GEOTECHNlCAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 CONSTRUCTION TESTING & ENGINEERING, INC. SAN DIEGO, CA . RIVERSIDE, CA VENTURA, CA TRACY.CA LANCASTER,CA 2414 Vineyard Ave. 490-E. Princeland Cc. l 645 Pacific A \'e. 392 W. Lvch Rd. 421S6 JOthSL W. SulleG Suite 7 Suite 105. Suite 19 l'nit I( Escondido, CA 92029 Corona, CA 91719 Oxnard, CA 93033 Truy, CA 95376 Lanaster, CA 93534 (760) 7464955 (909) 371-1890 (805) 486M75 {209) 839·2890 (80;) i2~9676 (760) 746-9806 FAX (909) 371-2!681AX (805) 486-9016 FAX (209} 839·2895 F.U (805) iZ6-96 76 FAX INSPECTION REPORT Job#: Report# Page 1 of 1 10-1874 001 Project: Lot48 Address: 1840 Rutherford, Carlsbad Architect Turpit Contractor: --=eo~rn-e-rs-to..,..n_e _________ -__ _ Inspect Date: 05/13/98 Plan File: __, ____________ _ Bldg. Permit: B97-12()8 ----------------''----Other: Material Sampling ( ) Concrete ( ) Mortar () Grout ( ) Fireproof. ( ) Masonry ( ) Rebar ( ) str. Steel ( ) Bolts Concrete reinforcement for interior spread footing construction on lines 2, 2.4 & 3 has been observed this date. Final cleaning to provide min. 3" clear will be required prior to placement as discussed with the contractor. No further exceptions are taken. Name: David H. Archinal Signature: Certif. No.: City of San Diego #551 GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION CONSTRUCTION TESTING & ENGINEERING, INC. SAN DIEGO, CA RIVERSIDE, CA VINTI.'RA,CA TRACY,CA LA."'iCASTIR, CA E~Gl~EERINO, INC. 2414 Vinc)·ard Ave. 190 E. Princeland Cl. 1645 Pacific Ave. 392 \l'. Larch Rd. 42156 10th St. \t Suite G Sllilt7 Sulit 105 ~Ile 19 Uni1 K ~ndido, CA 92029 Coron2, CA 91719 Oxnard, CA 93033 Tracy, CA 95376 wc2.<ter, r.~ 93H-1 (760) 716-4955 (909) 371-1890 (805). 486-6475 009) 839 2890 (805) 72i,W6 (7b0) 746-9806 FAX (909) 371-2168 FA). (805) 486-9016 FAX (209) 839 289; hX (805) -2b-W6 F.',.\ INSPECTION REPORT ProJect. Address: Lot48 1840 Rutherford,_Carlsbad ______ _ Job#: Report# Page 1 of 1 10-1874 003 Architect. turpit Contractor Cornerstone · tNSPECT10·N MAl'ERiAt..· IDENT. (ij' C~nc?~t~' :··.Gone.Mid/?~·,. , . . (') ·-.¥~~°=~,~ ··:_ . ~~-:~~~( .-· -'------a {) P.T. GQ.ri~ .... MoiWTyj,.JPSJ .. . -··---·--· .. ·-· ------·-·----.. --- Inspect. Date: 05/15/98 ... ____ ·---------_ Plan File: ---·"···--·--·· ----··-··-·· .tI:~t!.t~tj~''.i_:\tz~~~~--.:: _ _;:_ ..... ::, _-: ____ _,_..;......... __ ff Pile dr.jy,ng ' · · )1.f ~o1t : "· .· : Bldg. Permit: .'?~.?.-1~08 _______ ------'-- Other: · .. · .. :·:._ •. '."·":-:·-.·:·.. . :--.. ...:.-...------a ·{} E}atct, .. P!a·ni · ·Ma:.. ·a1o~k {\'bp. An~~·._: __ -.. Eieeiroae. -t°YOther.-.... ·. ·· . Material Sampling ( ) Concrete () Mortar () Grout ( ) Fireproof ( ) Masonry ( ) Rebar ( ) Str. steel ( ) Bolts -· J Concr~te placement for in!~rio~--~_pread footing construction on lines 2, 2.4 & 3 has been observed this d~!.e_ .. _ . ~-~~~! ?. sar~pl~s have ~-~-~-~ ~-~~t for compressive_ stren~!h _te_s.....:tin-=g,_. ______ ··-·-· -· ____ _ --.... __ , . ····--·-· ····-·-·-----------·--"··-------· ··-----···------ . _., ____ ·---------~----·-·· .. ···------'--···· --------.. ---.. ---·------- ------·--·-···----·-------- ___________ ...... --.. ----· .. --------~---·-------------------------.. ··--- --------------- -----·-· ------------------------------ -----"--·---·--·. ··-------------·····--· .. ----· ----- .. -.. ·--·-· ... ·-···· ·-.... ---------·-. ··-···--· -···-··-----------·-···---·----- -----·-·-------------------- ---··--·----~------ -----------····--· ---- -··--·-----'-------·------·---------·-·--·----------- ·····--·-------. _ .. ____ -------·-.. ····--------·----·· ··-·-- ~------·--·-·· ------· ·----- 1rtificatiori of Co lianc·e.:.·All worl<. unln$ olher.iAH. nole Name·. David H. Archinal Signature: _,. __ ,____ ... Certif. No.: City of San Diego #551 ---- GEOTECHNICAL AND CO!'iSTRUCTION ENGINEERING TESTlSG AND INSPECTIO~ CONSTRUCTION TESTING & ENGINEERING, INC. SAN DIEGO, CA RIVERSIDE, CA VENTI.1RA, CA TRACY,CA I.A~CASTIR, CA 2414 Yintyard. AR •90 E. Prin,eland Ct. 1645 P3dfic .~vc 392 I'. I.arch Rd 421;6 10th SL W. Suite G Suitt i Suitt 105 Suitt 19 Unit K Escondido. CA 92029 Corona. CA 91:19 (:'60) 746-49;; Oxnard, CA 93033 Tracy, CA 953i6 Lallca.,tr:. CA <J.~5.H (909) 371-1890 (80S) 486-6475 (209) 839-2890 (805i '." l6-9tt6 ENGINEERING, INC. (760) 716-980<: ru (909) 371·216S r.i.x (805) 486-9016 FAX (209) 839·2895 r.u (sos} ~ 26-9ttc r .... , Project: Lot 48 Address: 1840 Rutherford, Carlsbad INSPECTION REPORT Job#: Report# Page 1 of 1 10-1874 002 ---. ·----·---. -·-------··---- Architect: _"furp~ .. ··--···. _______ _ Contractor: Cornerstone .. ------· -----.. ----- Inspect. Date: 05/14/98 ·-· ___________ ·---- Plan Fife· tf($~ECT_I~~{. . :/ MATERiAL JPENT. :.{x)' Concr~te ... p~~~'. -Mi~ #/P-~I ... · fl, !{f l~i~Ji(J--,;-i-:: _-. --~-~-_::·- Bldg Permit: B97-1208 Other: ·-·---·-------· . ---- -----·--·-··· ---------. ---- {:>. ~fl~ Dr_ryl_f.i~r_-·::-,. fts;~_~t. () B~tch .P!$.ni .. · ~~'. ~1o_c1t · .{):'E_xp. Ant_h. . .. :·e1e¥ode_ O:i\bther .. • ·:--· ::.-:::·:_ .. _·.· ·: :'. Material Sampling ( ) Concrete ( ) Mortar () Grout () Fireproof. {) Masonry () Rebar ( ) Str. Steel ( ) Bolts -··--·-···. --. . . ··-·· . ,-. -· ·-----·-·-··-----·-·------·---~--- . _.._ I C~~-~r~t~ gr~~e_peam rei~!~~~':!l~~t-~~~ been observed this da~E:_ a! respective bui)ding locations. Work is noted ____ _ tobe_in_progress. ______ _____ ____ ·-------·--------·-- -----·-··-·-------- -~-------·------·-- ----··------------------· ·-·· ------- ·-~---·---. -----··----··------· ·---· ------------·--------- -------------------------------------------- ----·--····· .. -·. ------------··--------- -·--·--· ·-------··--·--·--··· ·-----·-·---~----------------·--- -----. --··-·· -·--··---------------.... -- ---. . ····--------·-··----· ---- ·-.. ---·-----------------. ---·------· ····-, -. -·-· ·------- ---------.. ----' .. ----------------------------- Name: David H Archin_al __ Certif. No.: city of s~~1eg_~ #q51 ___ · ___ _ Signature: ---4,--1...Jl.J-P-:~~--- GEOTECH!'ilCAL Ar-iJ) CONST~\:CTION ENGil'iEERING TESTJ~G A~D INSPECTIOl'i . -.. ......... . ................................................................................................................................................................................................................................................................. . CoNSTRUCTION 1Esi1NG & ENGINEERING, INC. I ' SAN DIEGO, CA RJVERSJDl,CA VENnlRA,1 CA TRACY~CA LANCASTER,CA NGJNEERING, INC. 2414 Vineyard Avt. 490 E. Prlnceland Ct I 392 W. Lartll Rd. 42156 10th Sl VI. 1645 Padllc}-\ve. Suite G Suite 7 Sul1e 105 i Suite 19 UnitK E3condido, CA 92029 Corona, CA 91719 Oxnanl, CA 3033 Tracy, CA 95376 l.2nc~ter, CA 93534 (760) 746-4955 (909) 371-1890 (805) 486-6il7S (209) 839-2890 (BOS) 726-9676 (760) 746-9806 FAX (909) m-2168 FAX (805) 486-9PJ6 FAX (209) 839·2895 FAX (805) 726-9676 FAX I INSPECTION REPORTj Page 1 of 1 10-1874 004 Project Address: Architect: Lot 48 1840 Rutherford, Carlsbad Turpit Contractor: Cornerstone ---------------1 n spec t. Date: 05/18/98 ------------~--PI an File: Bldg. Permit: 897-1208 ---------~-----0th er: Material Sampling ' Job#: Report# ( ) Concrete ( ) Mortar () Grout ( ) Fireproof. ( ) Masonry ( ) Rebar ( ) Str. steel ( ) Bolts Concrete footing reinforcement has been.observed this date per plan detJils on lines A, 1-3 and 1, A-H. Final bar cleaning and provision of 3" min. clearance at several noted loc~tions will be required as well as lap splice correction at line 1.3, H. Name: David H. Archinal Certif. No.: City of San Diego #551 Signature: ; ~1 ....J.... 1',, .,d,,L ~ l. GEOTECHNICAL AND CONSTRU<;:TION E~GIN~E~JNG TESTING AND INSPECTION CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• TRACY • CORONA • OXNARD • LANCASTER lNSPECTION REPORT PAGE_l_OF_l CTE JOB# /Cl -18·1'-/ REPORT#_~----- PROJECTNAME:~/ShA,:,( K-~~,cJ.... ADDRESS: 18-" 1'0 Ru..-11.. er /?.;,,-cf U c&l.; &,a.rd L-crf-Lt 8-,'sh{() i4 ~ -'° ARCHITECT: {tA rp< I 'YA:Y-b..1er:<; ENGINEER:-----~---------'~ CONTRACTOR: /~ ',/.Pr$ 11 ateJ . I INSPECTION DATE: (-'f-. 9(1----~------ PLAN FILE:---~--------- BLDG PERMIT:_Cf~7_"3_¥_b~( _____ _ OTHER: __________ ---''---- INSPECTION ( )CONCRETE (. }MASONRY: ( ) :f.T. CON¢. ( ) FIELD WELD MATERIAL IDENTIFICATION CONC.MIX#/PSl_---:------- QROUT MIX#/PSI ___ ~--- MOR,TAR TYfE/PSI ______ _ REBAR GRADE 60.-.4 G(<o-, A'1 ~' , , • T • , ( ) SHOP WELI)lNG ~: STEEL-'---,-'-.,--,-----'--- .( )Pll,:;EDIU\?Nq-::)~£S.~?I,,T-'--:-·:~.·, __ -"--'-'----- ( .) ~~T~IiP~ANT,, :M~$:~~OCK'_, ._.-.-______ _ ( ) EXP. ANCHOR ELECTRODE--'--,-.---,----- M,oTHER ('<..f4r-: ~o;.. p11,..,(_/~ Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS ,JNSP. PER.FORM-ED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTEO, -R~MARKS ; C~rtificatioh ofCornpliance:Allwork.unlf3SS 6therwfae:noted, tomplifrs with.the.appio:Ved plans and.:·spe:cificatio'ns and the : - ; 1:,1nlfQtf.Tl builqlng cod~. -_ _ •. . . . . .. -·: . .-. · ... : . . . _ . . : .. ·_ . · . . NAME: (PRINT) [);w.~{(/ >~ rh CERTIFICATION NO.: CD 31 ~,1.'J -fr~ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA92029 (760) 746-4955 FAX (760) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• TRACY • CORONA •OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT PAGE ( OFI CTEJOB# (O-f&?fj REPORT# __ -=-----PROJECT NAME: C4rl5 b&td rt::,elrrch. Cf~r ________________ _ ADDRESS: ·l fs:'t O e....ufh Pr/!6,d flJ INSPECTION MATERIAL IDENTIFICATION CONC. MIX#/PSI ~ Si,..f f I '3D:::t> ( /_ A ( ):coNCRETE La. ,-<. YJi-4.lLl 7 '"i'"":' • .') t .. I ( } MA$0NRY GROUTMIX#/PSl. ______ _ ARCHITECT:~U.r pit rA (' tv<!rS' ENGINEER: ____________ _ ( ) P.T. CONC. MORTAR TYPE/PSI ----'----- ~ ' {) L ·u,/ ( ) FIELD WELD REBAR GRADE CONTRACTOR: ui\Je.v:5,±led ~tc.p-2rq~ ·-------- INSPECTION DATE: fa-{). . 1e ( ) SHQPW;ELD:ING_ ST11:STEEL ( ),PILE 'P,_Rl\{ING: .. , ~~:~9p1-_:. -~-"--,--,--C---- PLAN FILE:---~--------- BLDG PERMIT:_C!/__.,__.7_.3!C-4-->----=-6.,_( -----~- OTHER: ____ -________ _ c ,, : :: :.,, : • ,;:.\ -• ( ) B.ATCI:tJ,>LANT. . MAS.~LOCK--,-------,-'-----'-- ( ) EXP. ANCHPR ELECTRODE-------- ( )OTHER. Material Sampling (\£) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ()STRUCTURALSTEEL ( )BOLTS 3 Se+ or-'-I c<-/1',vcie/5 -_ ·. : ·. ·INSP; P,l;S~ORMED, JOB PRQElLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS . Certifi¢ati0,fl.of:compl1ance; All work, unless qth~rwise·noted, complies with the approved plans and spec_ificatiohs and the _ unifqr~ builqing_ QOde, · _ _ ___ . · · · · · NAME: (PRINT)];)bfJO]J s A;~ CERTIFICATION NO.: r a J:Z.:1 ;t? ,. f? f' SIGNATURE:--Q-:~~~~L<~~~--- h.--f '-() .... -,...4 GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• TRACY• CORONA • OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT . PAGp,. / OF I CTEJOB # .10-(K?'-/ - PROJECTNAME(u.r\ sbcui 'KeJci:.trc-l GTR ADDRESS: } gs cl ,g .,{½ V-~r~ QJ ~ CocLsh~J. ch , ARCHITECT: ____________ _ ENGINEER: ____________ _ CONTRACTOR: cl)r;: l)½,.sb..,~ Cb .... ,;~ INSPECTION DATE: S -Z I-9 <g PLAN FILE: ____________ _ BLDG PERMIT: 9 7-3<-/Co / OTHER: Lo :t 4 <t, TI l JJ A- IN~~ECTIQN ( )-CONCRETE ( ) ~SONRY ', '< ( )P:J;'.CONC. ( ) FIELD WELD REPORT# _______ _ mTERIAL ID~IFiCATION CONCMD(#/PSI _______ _ GROUT MIX#IPSI_~~---- MO:\lTAR,TYPEJPSI --'---'----- ~BAR GRADE _______ _ • ,· I .• , • ( )'~HOP WEµ>ING, .s~. sTEEt; _ __,,.,.~--',-----',-- -' ,, ~ . ' ( }EXP . .AN<;:;I:IOR : ~LECTRODE -~------,..-,. protHER · Rf/bcv Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS lNSPi.:l:i~~fORMl;D. JOB PROBLEM, MAtERIAL.IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS 'Cei:ti~cafio11 of Cc;iinpliance} AIJ work, unless ottier:wi$(:}·noted, compli~s with the approve . (:lOS and specifications and the . urii~Qff!:}:9uil<;fin?fpog~~" . >-. . . __ ·. . . : . · . ·. . . · . . • · :· .. NAME, (PRINT) be. le. T3, i ~ er . CERTIFICATION NO.: I 0'-f/3~-?~ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUf.I'J3.0 ESCONDIPO, CA 920:29 (760) 746-4955 FAX (760) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• TRACY• CORONA • OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT PAQELoF) CTE JOB# ID -L?'.7Y - REPORT# 1 PROJECT NAME:Car t~~J &earJ, l..-rf<. ADDRESS= 18 er , R y4-~..c.,..J RJ Cor:IJh,J cA ;; ' ARCHITECT: ___ ~-------~- ENGINEER: _________ ~--- CONTRACTOR: C.r:, I (l.b ,.s h II/A., INSPECTION DATE: 0.; 2-/-7-S, PLAN FILE: ____________ _ BLDG PERMIT: 97 _, 3:/ 6 / OTHER: Lo+Lf~ ~l~ 'A INSPECTION ~CON~RETE ( )MASONRY ( ) P.T. CONC. ------- MATll:RIAL ID,ENTIFIC7/;0N .. ·~sup '·"'lt,ol) CONC. MIX#iP$µ I . (,,I · GROUT MIX#/PSI. ______ _ MORTAR TYPE/PSI----,---- ( ) FIELD WELD REBAR GR.AI?~·~-------'~-'---- (. ) SHOPWELDJNG . $TTl,.S'fEEI,,__,,_ ___ -'-,---~ ' , ~, ~·· ;::!t:!' :::~---'::~·-· :=<~-··~_·:·:_.:~:_ •• _· _..._--"--- ( ) EXP. ANCfI;OR ELECTRO~E _______ _ ( )OTHER Material Sampling ()o CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR { ) STRUCTURAL STEEL ( ) BOLTS .. · . .'. IN$P .. PEftFORMEP;.J0B PR<)~LEM, !'AATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS , " ,_ -: • ' ' -_,' • ' • ,• ' -· < ~ • • ' -' '. • • • p :\:o b:. i: ·c~rtifi~tion:ot Oomplian¢e:. Alt work, unless ot~erwise·noteo,. cornplles with lne apprqve · P ·. n.~.:~,.fspecifiq~tions and the ~ -~iniform bu\ldipg god@: . ' -: .• . . ' . '. ' ,-. ·: -. ... . . . ' i.. '• . . i :-.., < .. ,· :. ·.. . ' ... NAME: (PRINT) .J)q/~ E .. ;,,de ,- CERTIFICATION No.: /(}i/Jc:fi, g GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIPO, CA 92029 (760) 746-4955 FAX (760) 746-9806 CoNsTRucnoN TESTING & ENGINEERING, INC. ESCONDIDO• MODESTO• CORONA• OXNARD• RENO• SEATTLE• LAS VEGAS ENGINEERING, INC. INSPECTION REPORT PROJECT NAME: C::i ... lsbo.d ReseorGb Ce.n.ft..t +.i/0~. +~ __ , ... __ .,~-.-, .. ~.\-, ADDRESS: ~:1-Rlltk?r:-ti;;d.--:-Ra.. _ Car-ls bad INSPECTIONDATE: (p-//.., 9 $ PLANf!LE: --'------------- BLDG PERMIT: __ q-"--L7-=3_<{~6,=---/~_ ----,--- OTHER:~: __ --~---------- Material Sampling PAGE _L OF _I_ CTE JOB # / a -t 87 '-/ REPORT#_Z-=------ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS p:;,ne r Na\$ , 2..1 t 3., z'-1:1 2tJ/ 1'7 4 1 5'.3 ¢?Id S:9'· c,4;-c.k~ cl pa-"'t'ls Gr thu: /ou s s, rt'"'kr p lt1clfl? b1t'lrl: 7 Cl"".6A r s n:~ (((;n el 9 r a-cite - . , r ,_ • I 41,5 I-91rolc& 6-edhf s,;;rt t-12+'Z. cl<: /4, I ,z t:::JJ L S/4,e~ S'?-a J ' NAME:(PRINT) L3r/ G', Zvd-<-~ CERTIFICATION NO.: c rey a f ..5 · C, C -~ V SIGNATURE: :z:t:: ~ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESC::ONPIPO, CA 92029 (619) 746-4955 FAX (619) 746-9806 CoNSTRUCTION TEsTING & ENGINEERING, INC. SAN DIEGO, CA RIVERSIDE, CA VEN'l1.JRA, CA TRACY,CA 2414 Vineyard. Ave. 490 E. Princeland Ct. 1645 Pacific Ave. 392 w. L2rch )!d. Suite G Suite 7 Suite 105 Suite 19 ~ndido, CA 92029 Coron3, CA 91719 Oxn21"d, CA 93033 Tracy, CA 95376 (760) 7464955 (909) 371-1890 (805) 486-6475 (209) 839-2890 ENGINEERING, INC. (76o) 746-9806 FAX (909) 371-2168 FAX (805) 486-9016 FAX (209) 839-2895 F.U REPORT OF COMPRESSION TESTS PROJECT: . Lot 47 & 48 Carlsbad Research PROJECT NO: 10-1874 PROJECT ADDRESS: CON1RACTOR: PLAN FILE NO.: BUILDING PERMIT NO.: Center 18'1 I /!V,-/IM~1'J? Carlsbad, California Diversified Properties B97-1208 SAMPLE DATA REPORT OF: _JL_ Concrete Mortar TO BE BILLED: ARCHITECT: ENGINEER: SPEC NO.: Grout _._Other LANCASTER, CA 42156 IOlh St W. Unit K l.anCISter. CA 93H4 (805) 726-9676 (805) 726-9676 FAX Supplier: Mix Description: Mix Number: Nelson & Sloan 3000 I ½" Rock 593 Placement Date: Ticket Number: Truck Number: 05/15/98 678140 353 Slump: 2 ½" Time in Mixer: 25 Minutes Type Cement: II Admixture: Concrete Temp: 78° Amb. Temp: 75° Air Content: Location of Placement: \ __ liitetior~d Footin~ Special Test Instruction/Remarks: 1@7 Days, 2@28 Days Required Strength (F'C): ~~~3.0.0.Q".e°Sf~ 28 Days Design Strength: ..,.__·Q.,.QUQ.')fsr Samples.Made By: DA Tested By: CR LABORATORY DATA Age Lab Control Date Tested Dimensions in Test Area MaxLoad Compressive No. Inches Sq. Inches Pounds Strength PSI 7D~.ys OIA 05/22/98 6 X 12 28.27 60,500 2,140 28D_ays OIB 06/12/98 6x 12 28.27 97,500 _3,450 28Days OIC 06/12/98 6x 12 28.27 100,000 ~~~~~21 Reviewed by: Curtis V. Olander ( Va Date: June 19. 1998 Allanplqllldteotq-in1<C-wilhASTMSland1111Dai.--C31·91.C3!1-86.Cl38-ll2.Cl4J.90.Cl73·93.C231-91B.Cl70-93A.C511·92.C617~.FCI0n-sn.c1231.B4-93.El71~ Conforms With Required Compressive Strength -A Yes _ No Distribution: 1) Diversified Properties 1) City of Carlsbad 1) Job File \\Word\c\PROJECTS\101874\lab\0 I.doc GEOTECHNICAL AND CONSTl{UCTION ENGINEERING TESTING AND INSPECTION "' ~GERAD C. GRIFFITH REGISlERED SPECIAL INSPECTOR 3962 ECOCHEE AVENUE SAN DIEGO, CA 92117 Phone (619) 27 4-8379 SPECIAL INSPECTOR'S REPORT Covering work performed which requires approval by the special inspector of: SHOP WELDING PROJECT: Lot 48 ADDRESS:~.~-cou~ Carlsbad FILE: R8F24 REPORT DATE: 06/24/98 PERMIT NUMBER: C8973461 PLAN FILE NUMBER: A9704897 Material Type, Grade, Source: A36 & A706 Steel; E71T-11 Electrode. INSPECTION DATE REPORT 05/04/98 Performed Shop ·welding Inspection@ Corky's Welding, 8115 Wing Avenue, El Cajon. 05/20/98 06/05/98 Individual components inspected for compliance with shop and approved drawings include: -16 HD ~ssemblies per detail 9iS6.1. -10 HD assemblies perdetail 14/S6.1 ... ' .. Performed Shop Welding Inspection @ Corky's Welding, 8115 Wing Avenue, El Cajon. Individual. components inspected for compliance with shop and. approved drawings include: -4 HD 6 weld plates per detail 9/S6.1. -ij HD 4 weld plates per detail· 9/S6.1. -4 HD 5 weld plates per detail 9/S6.1. Performed Shop Weldirig Inspection @ Corky's Welding, 811"5 Wing Avenue, El Cajon. lr)dividual components inspected for compliance with shop and approved drawings include: 1 O post seat bottoms per detail 6/S6.0 15 post seat tops per detail 6/S6.0. 15 weld angles per detail S/6.0 . . 2 weld plates per detail 15/S8.2. 2 weld plates per detail 16/S9. 1 weld plate per detail 15/S8.1. 1 weld plate per detail 11/$9. 1 weld plate per detail 1 O/S9.1. 1 WF weld plate per detail 1 O/S8.1. · .... 1 weld plate per detail 16/S8 . . , 1 beam seat per detail 16/$8·. 1 purlin.seat per detail 1/S9. 2 weld plates per detail 14/88.2. 2 weld plates per detail 5/S8.2. cc: City of Carlsbad Corky's Welding File 1 o weld plates per detail 9/S8.1. 1 O weld angles per detail 9/S8.1. 1 O panel seats per detail 9/S8.1. 8 HD 1 assemblies per detail 14/S6.1. 2 HD 2 assemblies per detail 14/S6.1. 16 HD 4 assemblies per detail 9/S6.1. 8 HDS assemblies per detail 9/S6.1. 8 HD6 assemblies per detail 9/S6.1. 2 WF weld plates per detail 19/S9.1. 3 WF weld plates per detail 5/S8.1. 2 purlin seats per detail 16/S9.0. 11 weld .plates w/aagle per d~taij 18/S?, 1-_ 4 panel seat tops per detail 14/S8.1. 8 panel seat bottoms per detail 14/S8.1. 1 weld plate per detail 2/S8.1. 1 weld plate per detail 13/S8.1. 1 beam seat per detail 13/S8.1. 36 weld plates per detail 17 /S8.1. 2 weld plates per detail 2/S6.1. 2 weld plates per detail 2/S6.1, w/studs. 2 beam seats per detail 18/S9.1. 3 girder seats per detail 2/S9.0. 37 weld plates per detail 18/S6. 44 purlin clips per detail 18/S9. 2 purlin clips/joint per detail 15/S9. 2 weld plates per detail 9/S9, 1. 1 purlin clip per detail 9/S9.1. 1 joist plate per detail 4/S9.1. 7 WF weld plates per detail 13/S8.1. * * * Work inspected conforms with approved plans and specifications * * * 279 Certification # • ;'4· ( ~ ~--.' ,• l , I • -~---., ,. ~.· s~Z:¼: ·. ·;,: ··.·~. LoTtb ~_,:\:; •. :'/ /' ~·~~:; ·~·11, i ~ ··:: .,,· . '·, ',./,---. ~-____ ___;:....::...:._._.!!....=:.. '. .~:,.'"'_:< · .. \.o\.~.-:~1,~:\ ::\ .)i·,· ·.· ·. . . \e,ql RoTtlcSf.fbep ~ ' ' -:, ;, ·<\ ~~-•,,•\' ,:\ ,, \ ' ~ -----:1;:----~J!;!:!::::l-;#;!1~4.....;·..:.., ·-1·,;..._· ... ~·.t~y.,.~.J.:····· ~,, .. ,, ·~· .~, .. :, ~ .,, . ·,~121\~ /I A ):.+ .--::':¾ ~ A 6 ._· .... :. ... , •. s,.\~·? -.:. .. .. .i,t""'V .I L-A , I I I ,.-:-.. wl/t'' . .. . :""~·.-..... ·.~··, 1 .8// & t (, 1 _;{.'.-, ..... ~\N. E..Me€,DMl=.-),l'T' · ·~, :: . /· ... : , • ' f ... ,'\ .... ' ... ' . /. -~~ ~ ..,...__.._ 1 FINISH':;'GRADE~ 11J · ... ··· ... ....--.:~_.:Y ___ _,,,,,,, --~ I V .~ / • 24 ., ' C.ONDUIT AS REQUIRED ...... __ CONCRETE FOOTING WITH 4~ VfRTl~L REEA.g_ AN0#3TIES - AT 'ii' ON CENTER f' },. i • ,,..-:-t. ' I ' \ }~ .7,'('", ... ~··•q_~i,j~t~'f;'i.'l;f'>· • .-. ....... ::.."'.';!'• ZocLCC,._I\.., ~;.fJ~.-,,c;,;2;0:,~~\:if1i.i:lJ.i1::· .. /~ ,. 11/17/1998 11: 0.9 6038389 CORNERSTONE. CONST PAGE 01 FACSIMILE COVER SHEET (JOB SITE) CORNE.RSTONE CONSTRUCTION 1770 Glllespfe Way Suite 103 El Cajon, California 92020 Attention: .. ., .. ~7~ company Job Site Address: 1890 Rutherford Road Carlsbad, CA 92008 ourg~nt 0Please Call QPlesse Comment Total pages, including cover-sheet: COMMENTS:. Phone Fax Jack's Paget (760) 603-8388 (760) 603-8389 (619) 904-7825 0As Requested IF YOU DID NQT RECEIVE ALL PAGES FAXED OR YOU ARE UNA~LE TO READ THIS TRANSMISSION, PLEASE CONTACT CORNcRSTONE ~ON$TRUCTION AS SOON AS POSSIBLE. , CONfl~NJlj\L INFORMATION THE MATTERS ENCLOSED WITH THIS FACSIMILE ARE PRIVATE AND CONFIDENTIAL ANO ARE THE PROPERTY OF THE SENDER. IF YOU RECEIVEQ THIS FACSIMILE IN ERROR, PLEASE NOTIFY US BY TELl:PHONE. .. . ·, • .! .. POOR · QUALITY . ·· f:; . . i'' .; 1. · · 0'RIGINAL S . : . . . . . • . I I -I ll/17/1988 11:09 6038389 .. CORNERSTONE CONST PAGE 02 NOV-1 7-98 TUE ~S:32 AM CAN-D0-ELEC~RIC 41H 1919 Can~Do Electric Inc. Quality Electric Construction and Desig11 TRANSMISSION COVER Lt·TTER T~: Ziad Bayasi, Ph.D. Fax: .589-0l2S ' ' ll/16/98 From: Steve Couttec ' Phone: (619) 401-1920 · CC: FH~ Qr,. Monday November 8th, Y'-'U revic~d a pt>lf ba9e d1m1U arid si2Md and stnnwed tho del'truJ for us. The dc~1.\ did not ind\ldc the diam.ct~r Qfthe ·stt~l used for reinforcing, l>leaoe iigli 'btlow if a 1211 diamel~( ,t~r ~i;lge'is f,Q~~ptable, ~1le ft@tH to this ptoj~l is 1891 Ruth~rfot\\ Rd. Carbbad 92008 PJease e4r,H should :you have ~1y questions. ~~o~~ --------.,...--~-----~-· .. Sisu.·uure •.. \ \-\7-'-re, ' , Date .. .. ,,.,. ·1~·, 'I-~· .... y, ~dTech] · Solt& & Structures Ziad 8ayasl, Ph.D. Structural Engineer AdTech Engin•rfng 8680 Navajo Rd, Suite 218 San Oiego, .CA 92119 . (el~) 589•i828 • F4'( (619) 589•0126" l • F'. ~3 1 l lOO N. M.lgnolia .(,,.v., Ste I• ~1 C..Jon, CA:: 920l() • (<il9);401~1920 • Fax (619) 401 .. 1919 t CA Lie.# 7l2768 · GERAD C. GRIFFITH REGISlEREO SPECIAL INSPECTOR 3962 ECOCHEE AVENUE SAN DIEGO. CA 92·117 Phone(619)274-8379 SPECIAL INSPECfOR'S REPORT Covering Wdrk performed which requires approval by the special inspector of: SHOP WELDING PROJECT: Lot 48 FILE: R8J07 ADDRESS': 1891 Rutherford Court, Carlsbad REPORT DATE: 10/07/98 PERMIT NUMBER: CB973461 PLAN·flLE NUMBER: A9704897 -·-----.. Material Type, Grade, Source: A36, A307, A500, A1'.08 &A706 Steel; E71T-11 Electrode. INSPECTION DATE REPORT 08/07/98 Performed Shop Welding Inspection @Corky's Welding, 8115 Wing Avenue, El Cajon. Individual components inspected for compliance with shop and approved drawings include: -Wide flange beams designated AB, A9, B8, A20, 08, F8, B9, C9, 09, F9, G9, C10, A10, B10 and 010. * * * Work inspected conforms with approved plans and specifications * * * Inspection performed by: Gerad C. Griffith cc: City ofCarlsbad Corky's Welding File 279 Certification # ' r,., • ,!<' 5!?''i~l-b':I :tlOWA·K MEIJLMESTER ,;cJ Sep-11-98 08:15a" NOW AK-MEULiVtESTER & ASSOCIATES STRUCTURAL ENGINEERS FAX COVER. SHEET ( s-~,,,.,, E'AJ&l,. /lev( ) -S-EN_T_l __ O_:_________ COPY TO: ' FIRM: FAX#: fA,X: FR.Olv\: NAME: PAUL FEATHER. fro" £195365163i6038389 COPY TO: NAlv1E: · FIR.i\t FAX: 9888 C;\R.ROLL CENTRE ROAD, SUITE 228) SAN DlEGOi CA 92126 FAX#: (619) 536-5163 I SUBJECT: C0/\1MENT !MESSA GE: _., V1'2,4u.J1U~ ft2-o'M M f'Z. 'Tit--1 ~en -s~e A-rntc6-h..:ro -~\¼ fe-ti-MtS'So--~~ '&T~ ~'---ur-tt,J -S€E" ~)(.. .... ?°{ A,,-~ -A~ 'ft)o~'T"S @., L~ _ 06€ '=¾/ -PH4 W1L-T f ~\\ w/ 'ti\ 6Mf";E(> ~~Tb Co~ @ 24'11 0/c. -- TOT AL NUMBER OF PAGES TR/\NSMfTTED (INCLUDING COVER. S.HEET): PLEASE CALL (619) 536-5166 IF YOU 01D NOT RECEIVE ALL OF THESE PAGES. THANK YOU. THE ORIGINAL \VILL/\i\lILL NOT BE MAfLED TO YOUR. OFFICE. [ DATE TRANSMITTED: 9888 CARROLL CENTRE ROAD, SUITE 228 SAN DJEGO, CALIFORNIA 92126 E-MAIL: NMA@CHTR EE.COM jTIME jBY: - PHONE (619) 536-5166 FAX: (619) 536-5163 .:./ Sent b~:NOWAK M~U~MESTEA FAX COVER. SHEET TUF.'F' IT HF'1:!--H TEO':, It Ji:. -60-.:.:B::::3'3 61953651G3 SeP-11-90 8Sll3iM froM 6!95365163+~19 5359455 t-JCl.094 GJ02 -----·--- ~r-:cr:::~;e: ··:··.· 3~ -:= ... --_-_···_· _-_-_-·-----~~--=· =-----. =·· j..,._., C -~ ~ -. Lcrc. --:i:-~ ··-·· ---·----.....,.....~---------------------.,..., WiVUvtENT/1vtESSAGE: , ... ,. 4bf' ............. ..., ... _______ , _,,,,.........._._ ,..,_.._. -··---------------, -t)~i ~ ~ M fl. 1iM ~en., -s~e Am+cffi.....-0 -~\~ fert'L MtS'SU·..\~ -&~ ~l.~ -~E° <~y..., ... q,°( Ai,--~ -A~ '2,0,t,,.,; @,,, l,~~~ -0 51£' % ti v\ 14 \-! tvT I \"\ )/. ~H w/ 4 1\ eMeEb ~+.-'.Tb c.c~ @ ~ ~c. TOTAL t-,;UMBER OF PAGES TRANSMITfED (INCLUDING COVER SHEET): PLEASE CALL (619) 536-5166 JF YOU D10 NOT RECEIVE ALL OF THESE PAGES. THANK YOU. 11-lE OR.iGlNAL WILl/'WlLL NOT BE .1'.:1AILED TO YOUR. OFFICE. -11, ~-· . ·~ .,,,..,, e;'~:fE TRA_!::iSMITTEC:: 9888 C"\RROLL CENTRE. R.OAD, SUITE. 22.a SAN DJECO, CALIFOR.NlA 92126 E·MAIL: Nl\itA®C.l·ffR EECOM PHONE; (6l9) 536-5166 FAX; (619) 536-5163 ...-. -,- .1 ~e~t b~:HOWAK MEULMESTER .:f I SeP-11-98 08:l?a~ fro~ 6195365163~6038389 .. ... , --I i PROJECT ,.-'. trz.e:, Lo-r i B ..,_ ______________ r""':':"._, _______ _ I i'"· DATE '1-ro-"'IB r At\ ~. JOB NO. q'I O 4 NOWAK-}{EUUlESTER & ASSOCIATES SHEIT HO. .,.; El'3/11--·•;:1:3 0'3: 0'3 TUF'F' 1T HF'(H ITECT'=, I l·l(. "" 603::::J:::'3 S~nt b~INOWAK MEULMESTER SeP•ll-98 OS:!3a~ (~OM 619$365163+619 5~594~3 Reclilived Sep·-10-98 0.4:30Pm trom 619 5359455 -~ NOWAK MEULMESTER 09/11,VilS 16:JZ TURPfT ~RCH!iEC!'~ 1NC, -1 6l':!5~S516:5 t '. ~-~ ., I ,. ') i ,i, -·· Q .. ·o .J'J.11, ~l-..or ,....,, .,,_ ; l ...,_ I <ri! I l·h NCI. [1'34 pa9e page 2 r,D.~ i,~~ I. l ~-. " .1.Sl'IQO ~P,,~NdDD ,t~t·c:Y.'1:'l•'i ,· l:lt•. 9€'1'1"4 \r,:. . \ l ,·, ; i / ~G/i;,6 \ I . I ' i ' I J ~tf-1t b':l: t-lOl<IAI<' MEULMESTER '"' 11 --~ ~eP--~~ 0a:16a~ fro~ 6195365163t6038389 R~ceived Sep-10-98 04:30pm from 619 5359455 ~ NOWAK MEULMESTER 0SV10/98 16:32 TJRF'iT ARCrltTEC'·s l\'.iC. 4 81'35.36516:S ! ,=,age 2 / 3 page 2 N0.099 G102 { ~ \ i: . I 1 I I 1:, . .. ,·,3.,3;ns f.~ · 1: , , , i/~2/~0 J o·:i: rn . Sent by:NOMAK MEULMESTER TURF'IT HF'.CHITECT'::; H·lC:. .., t::,IJ383E:•:J fro~ 6195365163?619 5359455 NO. IZ194 Gl04 I '/ 'l (~ /i-t;;_ CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO •TRACY •CORONA •OXNARD •LANCASTER INSPECTION REPORT . PAO.£ ( OF \ CTE JOB# fD-\ 'C>:'flt - ENGINEERING, INC. , .( ,, . ..11.,0 ./J . .,.,.,,~/JAA /J-c...Ki 1 ---'-40...... \4' REPORT# __ -___ _ PROJECT NAME: L,Alr1 7r,,. IUl?L,ffflU'/ L-tN,bV,___UJ_,_u _________ _ ADDRESS: \£>1l 1l\J1vtl5KJ(o,t0 \2p~· :Ula,\~ ~D , lk ARCHITECT: ,40~ f (\ ENGINEER: J ovJA '?-.,. Mu~{ ,A\5:i(B'l-,, co NT RA cro R: <!»tl}Jr::~.itroNB INSPECTION DATE: 1..,1,, .:fv \y 4 :t> PLAN FILE: ____ ----r __ ~----~ BLDG PERMIT:_~9_1_'?_'-/_b_,_/~------ OTHER: _____________ _ INSPECTION ( )CONCRETE ( )MASONRY ( ) P.T. CONC. (~ELDWELD MATERIAL IDENTIFICATION CONC. MIX#/PSI ______ _ GROUTMIX~/PSI _____ _ MORTAR TYPE/PSI _____ _ REBAR GRADE ______ _ ( )SHOPWELDING STR.STEEL _______ _ ( ) PILE DRIVING H.S.BOLT _______ _ .( ) BATCH PLANT MAS. BLOCK ______ _ ( ) EXP. ANCHOR ELECTRODE E1l,-B, 5/t.,1/' e/>, FC4 ,,J ( )OTHER Materi_al Sampling ( ) CONCRETE ( ) MORTAR l ) GROUT ( ) FIREPROOFING ) MASONRY BLOCK ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSP. PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS ---MJl.1tMOIJlV DAl½l·f'~ \N'J1A \' t~~ '2-oob PAr-J1&l1 /4--ro D .;, I ·-ro 'l. A-, ?~ f\AJJ \} l \W OkJ f;iff 1 6 tf I D ,4 ANO W'f.A l \ '? OtJ 6\t\T' .? 4, 0 • } ·f.· . . ::' w~L lN ~µ~,t~ · ,J 9f~ \ oJ . . tJ~ l 10 ,J~l (b,JJJ l:5UT\O~~ 4)0~0 Y 6 ,,N\?.:,. A~~lXL, ?.4tJe\ £\W~1lt1AJ~ oJJ ti!'f'S 55,oA -r6MV 66,'l.A MD oo,l? OrJ ~,~ ~fr).()~ SlP.l A? gr;\/)'JIYJ B~ -s,e,'s l flt-v\ ,,o~'? h ~-, 1}$ t\\A. :> )(--30 .. --kQtu~~ '':2 L\} t5 l01tJ4t O,J Cal .ttt UJ '§1)_ ~\ t tJ 4) rloof \ b}t5\ '3U14M!:; (Q A-,o B ~?;, fo lf. A~ fl.iv f¼,vV\1'W.~ otJI,~'? S~1 0A-1 Sl.f,oA-, Certification of Compliance: All work, unless otherwise noted, complies with the approved plans and specifications and the uniform building code. NAME: (PRINT) .:.f, Po tJbrl..-~ . ___ SIGNA·rt.1RE: f. p~ CERTIFICATION NO.: --~-4+-b-'f_,__ _____ _ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUrfE G ESCONDIPO, CA 92029 (760) 746-4955 FAX (760) 746-9806 CoNSTRUcT10N TESTING & ENGINEERING, INC. ESCONDIDO •TRACY •CORONA •OXNARD •LANCASTER INSPECTION REPORT PAGE ( OF ( .L CTE JOB# /0-(9_;-rcf - ENGINEERING, INC. ~ ~ I REPORT#--------PROJECTNAME:.c:Atibr?A-D ~~h CLuw.,...._L....,;or __ · _v __ i _________ _ ADD RESS: I~ lf { 12.vr~orlO 'Ro, INSPECTION MATERIAL IDENTIFICATION lAttl ~ ~-p / l~ ARCHITECT: -+~__.\,_.H~t-..... P,~<t~. ---~---- ENGINEER: Alo WA ~-Mutfl M1.61Lw CONTRACTOR: loa,Qbf,J~~ G INSPECTIONDATE: 'l,\ d'v\{ ~l(? -PLAN FILE:--~-------~- BLDG PERMIT:· · q 7 '3f-j:b-( OTHER: ____ ~--------- ( )CONCRETE ( )MASONRY ( ) P.T. CONC. ( '1'flELD WELD ( ) SHOP WELDING ( ) PILE DRIVING CONC. MIX#/PSI ______ _ GROUT MIX/I/PSI ______ _ MORTAR TYPE/PSI _____ _ REBAR GRADE ______ _ STR STEEL _______ _ H.S.BOLT ________ _ ( ) BATCH_ PLANT . MAS. BLOCK . _ _ ,;'; ... ( ) ExP. ANcHoR ELECTRODE E11-r, t'>,. 1h'f "rf,. f.iz'1w ( )OTHER Material Sampling ( ) CONCRE'fE ( ) MORTAR ( ) GROUT ( ) FIREPROOFli'iG l ) MASONRY BLOCK )REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSP. PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS Certification of Compliance: All work, untess otherwise noted, complies with the approved plans and specifications and the uniform building code. NAME: (PRINT) j', ~v.)\;J'tl ") CERTIFICATION NO.: _· -~1--J.:....~-+-"-b-ii>-------- SIGNA'fl'RE: ~ ;::J~ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARQ f\YENUE sup.'~_(} ESCONDIDO, CA 92.Q'.?9 (760) 746-4955 FAX (760) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO •TRACY •CORONA •OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT PAGE I OF I . cCTEJOB# /0-1&7!1 - · .f'L () 1iUl2_ 'A REPORT# - PROJECTNAME:CA:tl0L::1\.I,> 1Ll2:JD&l(.th\ c.&-.rr12<1,LOT -zv, ,:t ------ ADDRESS: .l ~ q I (l u1-+f tM .. ;f()tl) fA2., INSPECTION MATERIAL mENrIFicAnoN L,Af2,l:,1':JAD .. L~ ' ARCHITECT: 1JJytf\ + ENGINEER= tJ o,JJA t-Mu f \ /AllJftL coNTRACTOR= Lorl>J Bl.b<f otJf. INSPECTION DATE: 1/ 'ZO /1 e, PLAN FILE:~-~-~-------~ BLDG PERMIT: .. = q~1-+--"'3'--L\''--(;---'\,___ __ ~~- OTHER: _~----~~------- ( )CONCRETE ( )MASONRY ( ) P.T. CONC. ( '-rf'IELD WELD CONC. MIX#/PSI ______ _ GROUT MIX#/PSI ______ _ MORTAR TYPE/PSI _____ _ REBAR GRADE ______ _ ( )SHOPWELDING STR.STEEL _______ _ ( ) PILE DRIVING H.S.BOLT _______ _ ( )BATCHPLANT MAS.BLOCK ____ ~--- ( >EXP.ANCHOR ELECTRODE E1 lt-f> G/4q'±i FCAvJ' ~ ( )OTHER Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) ~IASONRY BLOCK ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSP. PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS 7A~~\ µolD QoW>J½ @ ~kJ6{ ~r~ --60 51 \6 5i. 53. 55 A 7:) ?crt. qi lY t b (p,i c~,e., W6ltJINb\), . . 1 1 1 1 1 1 0JtA 1 _, ~ffricvd.> Vef'A \ \ , .J.MvJ lcl '? 4 I o>J ~ 2--~ 3 t t1'.1t~¼, Jtso ffi.tt/nAJ4 to\.'~ @, D ,ro v Ah,rJ~ ~ L.1.v~, . · . I !Vt fl. 11M0w ON ';,r(~ t-rl12t,1 \J-1 kt fu?o p &t(l0~ry ~ \ o,J <'-:t z_ hrJe . A 12 ?au :Yt~w VivvJ oN s\ff. t> y, o A , AtJD Qt1fa,\2 2./l / s 9. o . Certification of Compliance: All work, unless otherwise noted, complies with the approved plans and specifications and the uniform building code. NAME: (PRINT) S:1 aw tY{., ~ CERTIFICATION NO.: _<d_t.,._Lf-"-b=--1-f------- SIGNATl_!RE: pp?L-:-L---1 ~------ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTIO~ 2414 VINEYARD AVENUE SUITT: G ESCONpJDO, CA 92029 (760) 746-4955 FAX (760) 746-9806 CoNSTRUCTION l'EsTING & ENGINEERING, INC. SAN DIEGO, CA RIVERSIDE, CA VENTIJRA, CA TRACY,CA 2414Viney:udAve. 490 E. Princeland Ct. 1645~Ave. 392 W. web Rd. Suite G Suite 7 Suite 105 Suite 19 F.scondido, CA 92029 Corona, CA 91719 Oxnard, CA 93033 Tl'2C)', CA 95376 (76o) 746-4955 (909) 371-1890 (805) 486-6475 (209) 839-2890 (76o) 746-9806 FAX (909) 371-2168 FAX (805) 486-9016 FAX (209) 839-2895 FAX PROJECT: PROJECT ADDRESS: CONTRACTOR: PLAN FILE NO.: BUILDING PERMIT NO.: REPORT OF COMPRESSION TESTS Carlsbad Research Center, Lots 47 &48 1890 Rutherford Road· Carlsbad. CA Diversified Properties 973461 PROJECT NO: TO BE BILLED: ARCHITECT: ENGINEER: SPEC NO.: SAMPLE DATA REPORT OF: _x_ Concrete Mortar Grout Supplier: Superior Ready Mix Placement Date: Mix Description: 5.4'SK W/Pozz, 3000 Ticket Number: Mix Number: 354P Truck Number: Slump: T Time in Mixer: Type Cement: II Admixture: Concrete Temp: 73° Amb. Temp: Air Content: Location of Placement: Panel# 3 Special Test Instruction/Remarks: 1@7 Days, 2@28 Days. 1 Hold Required Strength (F'C): 3000 P~I at 28 Days Design Strength: Samples Made By: DS Tested By: LABORATORY DATA Age Lab Control Date Tested Dimensions in Test Area No. Inches Sq. Inches 7 Days 05A 06719/98 6x 12 28.27 .. 28 Days 05B 07/10/98 6x 12 28.27 28 Days 05C 07/10/98 6x 12 28.27 Hold 05D 10-1874 Other 06/12/98 232621 55 Minutes 3000 PSI CR Max Load Pounds 67,000 109,000 95,500 LANCASTER, CA 42156 10th SL W. UnitK l.2naster, CA 93534 (805) 726-9676 (805) 726-9676 FAX Compressive Strength PSI 2,370 3,860 3,380 Reviewed by: ElifE. Cetin Ef:'C Date: August 14, 1998 AU :!wmpliugJnd tcstingconducicd inaccordancc,\ilh_Airi.trn Design:uionsCJl-91. C39-86. ClJ&-tJi. Cl-IV.HJ. CJ73-1J:l. C23l-~IB. C.J70..91A. CSll-92. C6l7-M7. FCI077-1J2. Cl23l. E-'•93. E171-87 Conforms With Required Compressive Strength v Yes No Distribution: l) Diversified Properties· I) City of Carlsbad I) Job File F:\l0-1874\lab\OS.doc GEOTECHNICAL AND CONSTRUCTION ENGINEERJNG TESTING AND INSPECTION CONSTRUCTION TESTING & ENGINEERING, INC. SAN DIEGO, CA RIVERSIDE, CA VENTURA, CA .. TRACY,CA 2414 Viney2l'd; Ave. 490 E. Princebnd Ct. 1645 Pacific Ave. 392 W. Larch Rd. Suite G Suite 7 Suite 105 Suite 19 &condido, CA 92029 Corona, CA 91719 Oxnard, CA 93033 Tr2CY, CA 95376 (760) 746-4955 (909) 371-1890 {805) 486-6475 (209) 839-2890 ENGINEERING, INC. {760) 746-9806 FAX (909) 371-2168 FAX (805) 486-9016 FAX {209) 839-2895 FAX REPORT OF COMPRESSION TESTS PROJECT: PROJECT ADDRESS: CONTRACTOR: PLAN FILE NO.: BUILDING PERMIT NO.: Carlsbad Research Center, Lots 47 &48 1890 Rutherford Roll.d Carlsbad. Ca Diversified Properties 973461 PROJECT NO: TO BE BILLED: ARCHITECT: ENGINEER: SPEC NO.: SAMPLE DATA REPORT OF: --4--Concrete Mortfil Grout Supplier: Superior Ready Mix Placement Date: Mix Description: 5.4 SK W/Poz:z., 3000 Ticket Number: Mix Number: 354P Truck Number: Slump: 5 ½., Time in Mixer: Type Cement: II Admixture: Concrete Temp: 72° Amb. Temp: Air Content: Location of Placement: Panel# 13 Special Test Instruction/Remarks: 1@7 Days, 2@28 Days, 1 Hold Required Strength (F'C): · 3000 PSI at 28 Days Design Strength: Samples Made By: DS Tested By: LABORATORY DATA Age Lab Control Date Tested Dimensions in Test Area No. Inches Sq. Inches 7 Days 06A 06/19/98 6xl2 28.27 28 Days 06B 07/10i98 6 X 12 28.27 28 Days 06C 07/10198 6x 12 28.27 Hold 06D 10-1874 Other 06/12/98 232664 40 Minutes 3000 PSI CR Max Load Pounds 80,000 127,000 126,500 LANCASTER, CA 42156 10th SI. W. Unit It Lanaster, CA 93534 (805) 726-9676 (805) 726-9676 FAX Compressive Strenfilh PSI 2,830 4,490 ( 4,470 Reviewed by: ElifE. Cetin ~ Date: August 14. 1998 AU s:unpling ,md tcstingCOOOucted in accordance with ASTM S~onsCJl-91, C39-86, Cl38-92. CUJ-90. Cl73-93, C231-91B. C470-93A. CSI 1-92, C617-87. FC11J77-92. Cl23l. 84-93. El71.S7 Conforms With Required Compressive Strength VY es No Distribution: I) Diversified Properties I) City of Carlsbad 1) Job File F:\10-1874\lab\06,doc GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION CoNSTRUCTION TEsTING & ENGINEERING, INC. SAN DIEGO, CA RIVERSIDE, CA VENTIJRA, CA TRACY,CA 2414 Vmeyw Ave. 490 E. Princeland Ct. 1645 P2cific Ave. 392 W. L2rch Rd. Suite G Suite 7 Suite 105 Suite 19 Fscondido, CA 92029 Corona, CA 91719 Oxnud, CA 93033 Tracy, CA 95376 (760) 746-4955 (909) 371-1890 (805) 486-6475 (209) 839-2890 (760) 746-9806 FAX (909) 371-2168 FAX (805) 486-9016 FAX (209) 839-2895 FAX PROJECT: PROJEC::T ADDRESS: CONTRACTOR: PLAN FILE NO.: BUILDING PERMIT NO.: REPORT OF COMPRESSION TESTS Carlsbad Research Center, Lots 4 7 &48 1890 Rutherford Road Carlsbad. CA Diversified Properties 973461 PROJECT NO: TO BE BILLED: ARCHITECT: ENGINEER: SPEC NO.: SAMPLE DATA REPORT OF: _x_ Concrete Mortar Grout Supplier: Mix Description: Mix Number: Slump: Type Cement: Concrete Temp: 82° Location of Placement: Special Test Instruction/Remarks: Required Strength (F'C): Samples Made By: Age Lab Control No. 7Days 07A 28 Days 07B 28 Days 07C Superior Ready Mix 5.4 SK W/Poz:z 354P 5-- II Placement Date: Ticket Number: Truck Number: Time in Mixer: Admixture: Amb. Temp: 80° Air Content: Column Footing, Grid Lines E.4/4 And F/4 1@7 Days, 2@28 Days 3000 PSI at 28 Days Design Strength: LN Tested By: LABORATORY DATA Date Tested Dimensions in Test Area Inches Sq. Inches 06/29/98 6x 12 28.27 - 07/20/98 6x 12 28.27 07/20/98 6 X 12 28.27 10-1874 Other 07/22/98 233209 · 54 Minutes 3000 PSI CR Max Load Pounds 60,500 100,000 101,000 Reviewed by: ElifE. Cetin Date: August 14, 1998 LANCASTER, CA 42156 10th St W. UnitK Lanaster, CA 93534 (805) 726-9676 (805) 726-9676 FAX Compressive Strength PSI 2,140 3,540 t-3,570 All sampliug:md testing conducted in accordance with ASTM OcsigmtionsC31•91. C39..s6. Cl38-92. Cl-13-90. C17J-9J. C2JM11B, C470-93A. CSll-92, C617-87, FC1077-tJ2. Cl2JI. E-1-93, E171-87 Conforms With Required Compressive Strength k'.:'.'.:. Yes No Distribution: 1) Diversified Properties I) City of Carlsbad 1) Job File F,\10-1874\lab\07.doc . GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION . .~ .. POOR · .. QUALITY· . · h. r" ~ l • · · O·RIGINAL S . . -~~ . P,;:f 9e • ~ FIELD · TO: Turpit and Potter Architects 6305 Lusk Blvd Suite 200 San Diego, CA 92121 DATE: September 1, , 998 PROJECT: CRC Lot 48 LOCATION: Carlsbad, Ca. NMA JOB#: 97-044 PRESENT: Paul Feather, A ATTN: Gary Potter Jack William , Cornerstone Per the request of Comerstone Construction, a limited structural observation of the subject project was perfonned on 8/31/98; to review the mezzanine framing system, diaphragm nai1ing1 and c0ncretr: nan.J pour strips. Roof structural framing is completed. Mezzanine structural framing is cumpkted. V. 1 • • panels are in place awaiting completion of the pour strip. The following items were observed: 1. 2. " ., . 4. Welding of the lower support angles at the joint between panel 30 and 31, and panels 34 :.md 35 is inadequate. A minimum ¼" fillet weld is required at the a gle to embed contact surfaces. The Simpson HD installed horizontally in panel 25 (detail 3/S8 1) requires th(" nut:, lo be tightened properly pel' manufacturer specification. The mezzanine diaphragm appeared well constructed and acco ing to plan. City of Carlsbad Inspection Notice 00705 (Structural Items): Item 1: Review of the panel dowel installation requirements in icate a skew angk 0f l,}'.I tv 30 degrees from perpendicular to the wall plane is acceptable (AC/ 11. 7 Shear -fric !1nn , . Direct lap with the slab bars is not required. Item 3: Transverse footing reinforcement is independent of con ribution from -wall dowds in this application. Uni-directional bends on vertic.a1 reinforcing i acceptable. Item 5: A single "Z" bar at panel joints and ends is acceptable. Overall the work appears to be progressing wel_l and according to plan. There are no additional structural concerns at this time. Sincerely NOW AK-MEULMESTER & ASSOCIATES Paul Feather P.E. Project Engineer Cc.; Steve Rohy, NMA 1 / :21 DATE: January 12, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3461 EsGil' Corporation Professiittal Pftm ~view 'Engitteers .,. . .. l,.' SET: II PROJECT ADDRESS: 1891 Rutherford Rd PROJECT NAME: Carlsbad Research Center, .Lot 48, Building A ~NT DJURIB. 0 PLAN REVIEWER 0 FILE D The plans transmitted herewjth 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. 0 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 plah check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person • REMARKS: 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. By: Abe Doliente Esgil Corporation D GA D CM D EJ D PC Enclosures: 12/30/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 DATE: December 1, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3461 EsGil Corporation . Profusionaf Pfan !f<r.view 'E.ngineers SET:I PROJECT ADDRESS: 1891 Rutherford Rd PROJECT NAME: Carlsbad Research Center, Lot 48, Building A ~ANT JURI 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 her~with 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 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 the 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 0 GA O CM • EJ 0-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 97-3461 December 1, 1997 PLAN REVIEW CORRECTION LIST COMMERCIAL JURISDICTION: Carlsbad PLAN CHECK NO.: 97-3461 OCCUPANCY: B/F-1/S-1 USE: Office, manufacturing, warehouse TYPE OF CONSTRUCTION: V-N ACTUAL AREA: 47,724 ALLOWABLE FLOOR AREA: 64,000 SF STORIES:. 2 Basic + 2 stories + 60 ft on three yards + sprinklers HEIGHT: SPRINKLERS?: Yes REMARKS: OCCUPANT LOAD: -270 (to be checked at T. I.) DATE PLANS RECEIVED BY JURISDICTION:. DATE INITIAL PLAN REVIEW COMPLETED: December 1, 1997 FOREWORD (PLEASE READ): 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 di~abled. 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 USC) comforw.dot Carlsbad 97-3461 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. 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 Fire 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 pl;:ms 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 plans 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 47,724 SF 4. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. 5. 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. 6. 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. Carlsbad 97-3461 December· 1, 1997 7. 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." 8. Note on the plans that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. 9. 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 accordance 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 10. 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. 11. Note an A.I.TC. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2305. 12. Specify plywood grade and panel span rating. Table 23-1-S-1. • TITLE 24 DISABLED ACCESS 13. 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. Carlsbad 97-3461 December 1, 1997 • ADDITIONAL 14. Provide a one hour fire rated door at the stairway enclosure. 15. Complete and recheck all the call-outs and .cross references to the details. 16. Delete all the calculations that do not apply to. building A. 17. Show the required roof joists between grid lines D & F and between 3 & 4 as called out on sheet J1 of the structural calculations. 18. Show the required columns along grid line 3 (TS 7 X 7 X 1/4") as called out on sheet JS of the structural calculations. Refer to sheet S2.0A of the plans. 19. Provide structural calculations for the base plates for columns TS 4 X 4 X1 /4 and TS6X6X1/4. 20. Show the required roof column at line 4 (TS 4 X 4 X 1/4) as called out on sheet J 12· of the structural calculations. 21. Show the required floor joists between D & D.9, F.5 & G and between 3 & 5 as called out on sheet M1 of the structural calculations. 22. Provide structural calculations for the mezzanine.floor beam at grid D.9. 23. Show the required edge beam at line 3 between E and E.5 (W14 X 26) as called out on sheet MS of the structural calculations. 24. Provide structural calculations for the mezzanine floor beams at the front entry between grids D and F. 25. Show the required reinforcements for lintel panel 28 (5-# 5) as called out on sheet W8 of the structural calculations. Refer to sheet S5.1 A of the plans. 26. Provide structural calculations for the lintel panels 30, 32, 33, 34, 42, 43, 44, 46, 47 and 48. 27. Show the required pad footings along line 3 supporting 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 S2.0Aof the plans. 28. Clarify the size of HD1. 29. Clearly cross reference the footing calculations on sheet F14 with the plans. Show the coordinates in the structural calculations, not just the general area. Carlsbad 97-3461 December 1, 1997 30. Specify combination symbol and wood species of the glued laminated beams. Table 23-I-C-1, Part A,· USC. 31. To speed.up the review process, note on this list (or a copy) where each correction item h~s been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 32. 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: CJ Yes CJ No 33. 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. 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 61-0.0 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. Show main roof drainage sizing and overflow roof drainage sizing as per USC, Section 1506, and UPC, Appendix.'D'. The roof drainage placement will allow standing water to accumulate on the roof towards the front outside of the building. · Carlsbad 97-3461 December 1, 1997 4. Check the roof drains that notes 2 & 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. 5. Include the loading dock dra·in design on 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) wher~ the corr~cted items have been addressed on the plans. + ELECTRICAL PLAN REVIEW + 1993 NEC + PLAN REVIEW NUMBER: 97-3461 + PLAN REVIEWER: Eric Jensen 6. The closest exit door edge (to the electrical service) in the electrical service room may be no closer than 4' to the equipment. Revise architectural sheets and electrical sheets and note on the electrical plans this requirement. 7. Address the grounding/bonding at the "chiller" area. It appears to be a separate "structure" and will certainly have isolated (from the main piping system) water piping system. (Shown on the plumbing plans) 8. Note 14(a) on sheet E-3 is fine, it's just unreadable (or unnoticeable). 9. 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 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. Carlsbad 97-3461 D_ecembe:r 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 p~blic 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 that 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 on~ 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. • SANITARY FACILITIES 4. Sanitary facilities are· required to be accessible. Carlsbad 97-3461 December 1, 1997 • DRINKING FOUNTAINS 5. 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. • TELEPHONES 6. 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 7. Where permanent identification is provided for rooms and spaces, raised letters shall also be prov.ided and shall be accompanied by Braille. Section 11178.5. 8. Provide a note on the plans stating that the signage requirements of Section 11178.5 will be satisfied. Carlsbad 97-3461 December 1, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Abe Doliente BUILDING ADDRESS: 1891 Rutherford Rd BUILDING OCCUPANCY: B/F-1/S-l -I Ill r"\l"!G PORTION I BUILDING AR (ft. 2) Shell Building (Office manufacturing and warehous~) 47,724 SF Air Conditioning · Fire Sprinklers 47,724 SF TOTAL VALUE PLAN CHECK NO.: 97-3461 DATE: December 1, 1997 TYPE-OF CONSTRUCTION: V-N VALUATION VALUE --MULTIPLIER ($) 24.00 1,145,376 1.70 81,131 1,226,507 • 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 3,993.50 • 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 2,595.78 Type of Review: • Complete Review O Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 2,076.62 Comments: Sheet 1 of 1 macvalue.doc 519t3 City of . Carlsbad M #iii·• i h44 Ai ii• i •14 ·Si 4 i; ,t§ Ii I BUILDING PLANCHECK CHECKLIST DATE: J J-25=-q7__ . PLANCHECK NO.: cs 17--3461 BUILDING ADDRESS: l'391 (RJ::ib:frio ro\. RQ _ PROJECT DESCRIPTION: UJjM~ 1 B\~&t 1./-8 ASSESSOR'S PARCEL NUMBER: "l l1--12-0 .:___~ _ EST. VALUE: . . . . ENGINEERING DEPARTMENT APPROVAL DENIAL 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_ ,hese items after this date, including field modifications, must be reviewed by this office to insure continued c,onformance 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 ofthe following improvements: Please s~. attached report of deficiencies marked w· h D. Make necessary corrections to pll:!ns or specifica ions for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: vfefr1- Date: # Date: 3. (l,qg FOR OFFICIAL USE ONLY t....,,.,,..-, • . EN~tNG AUT~RIZATION to 1ssuE ~UllPtNG. PE3'T1/ ~yl B/ / /· m~ . · . Date: 3/ d~9 -,• f < I ' ,,. I' .. ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way PermitApplication Rlgbt-of-Way Permit Submittal Cheeklist and Information Sheet , Sewer Fee Information Sheet \\LASPALMAS\SYS\LIEIRARY\ENG\WOR O SI HK S ulldl P nche klst P ENGINEERING DEPT. CONTACT PERSON Name: D~vid Rick . City of Carlsbad Address: 2075 Las Palrnas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4324 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 Rev.913197 2075 Las Palmas Dr.• Carlsbad, CA 92009-576 • (619) 438-1161 • FAX (619) 438-0894 {. \ @ BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: /I). North Arrow /s.: Existing & Proposed Structures ,.,C, 'Existing Street lmp'rovements 2. Show on site plan: /4. ~i vG. Property Lines , Easements Atl eqJe,,..,,,,,ts eve s~~ ... /\ a,o\ ~1. Right-of-Way Width & Adjacent Streets Driveway widths o~e pecc-0\-t 'jra.ol.L . M.\~~i'\JM ·.s tp 1.1:r~~A. Drainage Patterns ¢A a. II ~v-e} S.Jr-f4 c.eS~1. Building pad surface d~a_in_age must maintain a minimu':1 slope of one , f"'/6 IJ 'j)rll pa5eJ ~Mt\r percent towards an ad101mng str~~t. o_r an approv~d dra!nage c?~rse. . . -t'le 4c.;c.u..,.,tf.""'i> ctrttctJ. ~t"tlJ-e 2. AD~ THE FOLLOWING NOTE: F1rnsh ~r~de will provide a minimum pos1t1ve re&5-e. drainage of 2% to swale 5' away from building." · {J 0 0 B. Existing & Proposed Slopes and Topography 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 f9otage 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: __________ _ I\LASPALMASISYSILIB,RARYIENGIWORD\l)OCS\CHKLST1Bullding Plencheck Cklst BP0001 Fonn DR.doc 2 Rev, 9/3/97 BUILOIN<:; PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 1 su CJ 5. Dedication 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 Permit. 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 lh'l .Q 6a. All needed public improvements upon and adjacent to the building site must be l:--1 <' constructed at time of building construction whenever the value of the J),-16' 3&,<:>-!:> construction exceeds $ _________ , pursuant to Carlsbad Municipal Code i" ,~); V""'t7 Section 18.40.040. · \Jf t'-~ i Public improvements required as follows: (0?},,..i} q Attached please find an application form and submittal checklist for the public [j trl improvement requirements. A registered Civil Engineer must . prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to t_he Engineering Department through a separate plan check process. The completed · application 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 building permit. CJ CJ Improvement Plans signed by: ______________ _ Date: ____ _ 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal 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: 1\1.ASPALMASISYSILIBRARY\ENG\WORD\DOCSICHKLST\Buildlng Plancheck Cklst BP0001 'Fonn DR.doc Rev. 9/3/97 3 0 Q. a Q Q 0 0 0 0 0 Q Q 0 0 0 0 BUILDING PLANCHECK 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 Municipal 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 pl0t plan if none is required. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application . form attached. NOTE: The Grading Permit must. be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required. even if a grading permit is not required.) 7d. No Grading Permit required. 7e. If 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: ~~:~!ii~ASISYSILIBRARY\ENGIWORDIDOCSICHKLST\Bulldlng Plancheck Cklst BP0001 Fonn DR.doc 4 0 0 0 0 BUILDING PLANCHECK 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 "F, l+e=J ~,t}i)li;,0,..J. -,'" 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 chec.k to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. Industrial Waste permit accepted by: Date: (J 11. NPDES PERMIT A H·er) ,,,_;1r,i l t.t·J 1 " 6\ I\ --. , le'·\-) Complies with the City's requirements of the National Pollutant Discharge I/\ • 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. . 12. ~equired fe~s are attached 0 No fees required ~,.::;..:;:~:...,,...........:.-'--...:::i.:.=---1..¥,...,11.,......::_:,,......;:..;:;~:::...::..;._~-~=~-=-=-"-'--==~~:;......JI= >u!:,,4,t,,~J. ,t,.. C,+j ~ \_;.;:.....:C"'-"'i:.,.,:.;...;.._.:.;:..._.....1.1,1.i.........,.:...:~---=~~.....¥,;~-::;;.;-~=:<---'---'--..;.....;.:...;:;...___,;...a..:,,._ __ Ctpjtt..JPd . ~~..:;_~::;_~~~~...:...:...r....u..:..!.:4---1.=..i..::...Jt.....1..1-=...-==-'---=--"-~=-...:,...;;-+=-:.-=--=--L'o1D 111.ASPALMASISYS\LIBRARYIENGIWORDIOOCS\CHKlST\Bulldlng Plancheck Cklsl BP0001 Fonn DR.doc Rev. 9/3/97 5 ENGINEERING ·DEPARTMENT FEE CALCULATION WORKSHEET CJ Estimate based on unconfirmed information from applicant. D Calculation based on building plancheck plan submittal. Addr~ss: /87/ ftY±hfr,{i,r J (gJ_ Bldg. Permit No._._C_t?_q_7_-_J~l/-~6_f __ Prepared by: U1 't:tc k. · · Date: 11-Z..S-9 7 Checked by: ___ . ___ _ Date: ----- EDU CALCULATIONS: List type:s. and square footages for all uses. / / . 4--?1 tj"I b~ Types of Use: l..Ju.tR"@u:, ,e_ Sq. Ft./Units: '. -~o EDU'·s: __ 9,_,_~_f __ ADT CALCULATIONS: List types and square footqges for all uses. Types-of Use: s1te~OvS£......._ Sq. Ft./Units: }fo.,,o ')( '-17,q'-lt,ADT's: 2 39 FEES REQUIRED: PUSLIC FACILITIE§,,FEE REQ~IRED: ~ES .. _Cl NO (See Buil~ing Department for amount) WITHIN CFO: C9""YES (no bridge & thoroughfare fee, reduced Traffic Impact Fee) D NO /'llrf. PARK-IN-LIEU .FEE PARK AREA: _..,,__ __ / FEE/UNIT: .. o/°2. TRAFFIC IMPACT FEE ADT's/UNITS: L 3 '7 AJ9lr3. BRIDGE ANO THOROUGHFARE FEE ADT's/UNITS:.__,.. ___ _ X X X NO. UNITS: FEE/ADT: -:z z_ FEE/ADT: 0 4. FACILITIES MANAGEMENT FEE . . ZONE: ~ X FEE/SO.FT./UNlT: / UNIT/SQ.FT.: 47, 9'i~ -~ 5. SEWER FEE · PERMIT No. 5E·9~ --0'=- EDU's: 9; -S-f X FEE/EDU: I, 'CI O BENEFIT ARE~: _P--,. ___ _ DRAIN~GE BASIN: . 5 'f? EDU's: Cf.~? . X FEl;/EDU: 3 2'1 .lfo ~-DRAiNAGE FEES PLDA.__,... ____ _ · HIGH ___ /LOW __ _ ACRES:..,.------ ~-SEWER LATE~AI,. ($2,500) X FEE/AC:_~-- =$ =$ =$ =$ =$ =$ =$ =$ TOTAL OF ABOVE FEES*: $ ; gr 5;2>9' ~ I~ l7g 11, 3S-i <g;Lf3{l 7 g 7e?:L 50 22.'-t *NOTE: This calculation sheet is NOT a complete list ~fall fees which may be due. Dedications and Improvements may also be required with Building Permits. P:\DOCS\MISFORMS\BPQ002.FRM REV 01/22/97 City of Carlsbad Mih•••H44iili·l•l4•i¥iiii,t4h• February 3, 1998 Cornerstone Construction 1770 Gillespie Way, Suite 103. El Cajon, CA 92020 . . · RE: Permission to grade_ on property located at 1890 and 1891 Rutherford Road and mote particularly described as Lots 47 and 48 of Carlsbad Tract No. 85-24, Unit No. 3, in the City of Carlsbad, County of San Diego, State of California, according to Map thereof No. 11810; filed in the Office of the County Recorder of San Diego County, M~y 19, 1987. In accordance with Building-Plan CB 97-3461 and 97-3460, on file with the City of Carlsbad Building Department, the City finds that: 1) a grading_ permit is not required for grading of the aforementioned property per Section .15.16.060(A)(8) pf the Carlsbad Municipal Code and 2) ~II site design issues from all departments concernE:ld have been satisfied regarding said application for building permits with the exception of obtaining graded pad certification. Therefore, authorization is hereby granted to Diversified Carlsbad, LLC, property owner of the above described property, to grade said property in conformance with Building Plan CB CB 97-3461 and 97-3460. As a condition of said grading, the person or company doing the grading shall maintain ali safety and erosion control measures until the grading work is complete and stabilii~d against erosion in accordance with City Standards. Sincerely, ~~~~ . ROBERTJ. WOJCIK, P.E. Principal Civil Engineer c: Engineering Department-Inspection Division Building Department -Inspection Division 201.5 Las Palmas br. • Carlsbad, CA 92009-1576. • (760) 438-1161 • _F:-AX (760) 431-5769 ·! 'i-- .l!! ,SJ C1J "' C 0 ~ >, >, ,Q ,t:, ~ N 'It .>< .,,, <J (J "' a, .s:: .c u (,) C: C: "' "' ii: a: E:O l, i 1\/\ ,SJ "' 0 .J :::::::. >, ,t:, .,,, :;t .,,, <J a, .c (,) C: "' a: PLANNING DEPARTMENT BUILDING PLAN. CHECK REVIEW CHECKLIST Plan Check No. CB 97-3 Y6 f. Address 1(3 qi flu -,Y§t?Rd?--\:::> Planner • Van byojh .. Phone (619) 438-1161, extension 4325 APN: 2(2-/W~'k~ Type of Project and Use:/AIOU!T@Mk >M$U--Project Density:----<--Al;:;..,,~~'--'------- Zoning: CM General Plan: . P.:z::. Facilities Management Zone: __.L"---- CFD lin_/n11tI # Date of participation: Remaining net dev acres: Circle One --------- (For non-residential development: Type-of land used created by this permit: ________ __,; _____________ ) Legend: ~j Item Complete Q · Item Incomplete -Needs your action ~DD Efivirdnmental Review Required:. YES_.· _ NO k_ TYPE __ _ DATE OF COMPLETION: __________ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ~ D D Discretionary Action Required: YES NO K_ 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 .D. .Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO.f2L '' ~ CA Coastal Commission Authority? YES NO -·-If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or _Exempt): . .-Coastal Permit Determin·ation Form' already completed? .. :· If: NO', ccimplete Coastal PermifDetermination For.rtd1ow. ". ·Coa.~ta,1 Permit Determini:ltion 'Log #:· , ·,:'.·! . l • ,, .. Follp.w-U_p .Actic;ms:. · · .. ·: .. .• . ' YES NO 1) Stamp Building Plans as "Exempt'' or "Coastal Permit Rt:iquired"' (at minimum Floor Plans) . . 2) . Complete Coastal Permit Determination Log as needed. ~ D D lnclusionary Housing Fee required: YES __ NO~ rxJ DD ~DD ~D D ~D D (Effective date of lhclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES __ NO __ . (Enter CB #; U~CT; NEXT12; Construct housing Y /N; Enter Fee Amount (See fee schedule for 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-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of ·property and assessor's parcel number. Zoning: 1. Setbacks: Front: Required z_o Shown I '2.. '7 Interior Side: Required /0 Shown ?D Street Side: Required -Shown - Rear: Required (0 Shown Lo I 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown /?]. ·D D 3. Lot Coverage: dtJ D D 4. Height: Required .{;. > > r Shown I 5 2 T,o. j'>, pQ D D 5. Parking: Spaces Required 9 / Shown / 6 ,3 Guest Spaces Required ______ Shown ~a[{.;, t).L-1--7-(j7 . ----- Additional Comments Co1,,t p;4c..T ()AP¥-1,1(; S{)IJe,fi: (l!rro 'to r µ1-11 D/IIU) is. ovOfL VttF 2-fl; AU&wlfO. JJortr o,/ /Jt.A1vJ -rHJJCce:JM/¾!'-T 5'/l/Jc.@ SHA¼ ~er I +2.-i~ fl @Y?t!l> tv17H ''colA#'A':r''. 2;) /?L&~~u SJ@t,t,J (atJ}wytflT: CPnw6tlft&IJ c;.,, tuMr . I/· ot~~ Pi&µ. is «or t.aµre,') C&tW/,V 1000' oe PfiJ!.>71:rC-T(tts OJVtF wou1,..b wli?k). ~ .. ~re.>)t-A.cJD Sc.A Pl£ P#S ~W.Att,,. Btr APP&?t,l6t> &/ C. n:r PP-le& )'Q /SS.W,Mf/lJ5 OP . J.~--98' T>_v 1w1uf; P~, r. OK TO ISSUE AND ENTERED APPROVA~ INTO COMPUTER Jl ~ ' City of Carlsbad •ALIOO•h•i•i4·1Uiii,14hl Ned Banning Diversified 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 189i 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 4447. j~ Van Lynch Assistant Planner c: Mike Black building file 2075 La Palmas Dr. • Carlsbad, CA 92009-1576 • {760) 438-1161 • FAX (760) 438-0894 City of. Carlsbad_ _ 97375-4 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Bu'ilding Plan Check Oat~ of Report: Wednesday, January 7, 1998 ' . Contact Name Gary Potter Turpit & Partners Address 6305 Lusk Bl Ste 200 City, State San Diego CA 92121 · Bltjg, O.ept. No. CB97-3461 Planning No. Job Name Lot 48 Unit 4 ------------------ Job Address 1891 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 corr'?cted plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ 2nd __ ~ 3rd __ _ Other Agency ID . CFO Job# __ 97_3_7_5-_4_ 'File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 ,( f ' I;' t , . .. ~-; r ' I ' J i j , ~ J ,. ,. t \,. . '!.,• • . 't I • ,!· r ~. • f; : t • '. NOWAK-MEULMESTER & ASSOCIATES .STRVCTURAL AND CIVIL ENGINEERS STRUCTURAL CALCULATIONS Carlsbad Re.search Center Lot 48 {Building-A) Carlsbad, California November 10, 1.997 NMA Job No. 97-044 · 9888 Carroll Centre Road, Suite 228 San Diego, CA 92126 (619) 536-5166 06 11.~ ?4Ci l @SL'f ~~·v~ 12-,-'? o--17 • • • Design Data: 1994 Uniform Building Code International Conference of Building Officials 5360 Workman Mill Road Whittier, California 90601 Manual of Steel Construction, ASD, Ninth Edition American Institute of Steel Construction, Inc. 1 East Wacker Drive, Suite 3100 Chicago, Illinois 60601 Building Cqde.Requirements for Structural Concret¢, 318-95 • l .• American Concrete Institute P.O. Box 9094 Farmington Hills, Michigan 48333 1991 National Design Specification for Wood Construction American Forest & Paper Association Washington, D. C. Simpson Strong-Tie Company, C-97 1425 Moonstone Street Brea, California 92821 (UBC) (AISC) (ACI) (NDS) (SIMP.) ., • • Table of Contents: Design Data Reference Plan -Building A Reference Plan -Building B Design Loads and Standards Vertical Analysis & Design Roof Joists a1,1d Girders Column Design Joist/Girder Embeds Roof Beams Ledger Design Concrete Columns Stair Design Computer Output Mezzanbie Analysis and Design Joi~ts Steel Beams ( Building A) Steel Beams (Building B): Tiltup Panel Analysis & Design Wall Panels i D1 D2 D3-Dll v1 .. .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 Reta'ittlng Wall Design · Lateral Analysis and Design ·Building A Building B Shearwali Design Seismic Separation Foundation i;:>esigp. Vertical Latetal A'DDaJ.c::or-t ~~ c,""1 s. lv\~z~t..lE Rcvl"l:.1w A.ot::e"--lWt-1 W7-Wl0 WC1-WC9 SD1-SD2 Rl-R4 Ll-L5 L6-L9 L10-L15 L16 Fl-F3 F4-F13 • • • [ II> I I I @--. : .. --1-. ·-----------< ~- ©--- ©-- @--. ©-- ~- 1 l I -----+-----------.....(L I I I -----t-. --__ -Ll I .. I I --1 I I .r I I I I I ~ I I I I --0 I r-"'--.l---~i....--t·--© .. I • I 1· I I I -----1--· ---1-----© 1 I I I I I __ : ----+------+-______._--® I ; I I I ©---""---------+-""'--w-----+-U1,---1-~0 J ~ l ex:, '<t ' r-,.. '<t u a:: u ~ (!)1o z--· C), .J- ffii • ©-- ©-- 0-- • ©--- @--- • ... I .______. I I I I I -----!----· _ __j __ I I I I I I I I . ---1--------; -- 1 I I (.) a:: (.) ID ---© (!)~ ~; ---© I o, ...J- ~§ -----· ti .,.-"1----...,1--0 I I I I -. . __ ----1.. ____ _ I I I I I ----' --l---------1-~- I. I I I I t( I I I I I -I--0 , I I I _.._ I I 41( I -® I .~--i-----4-11 I I ~ ~ •• • •• NOWAK-MEULMFSTER & ASSOCIATES STRUCTURAL ENGINEERS . ~830 Oberlin Drive, Suite 200 San Diego, California 92121 (619) 466-6681 , Rc:of-.. ~ -"4~12 ,io,J\1 .. :r Llf fl:~ '-»/ CAf. S!+r. ?t.:-f wc,,.;,o (1/2.11) 'S.LJ~-R..>iU.! i.!s(. 'Zx ~ e. ~ ~,) 'Sf/2.1 !J ~~.!S, 11--i "$t>I..A'!1 or,..\ . C..6!L.JtJG:1 .... 'S'-'$f~0EY.) 1--i{ GC..l-+ ., G tEC... I of M IS:!.. ·{GE Ro·of- 12o-~f r;-.. ~ Svs. -f't.-~ZJ-nJ S. - 0:..0~ @. e, 1-01• 7c.. 'R.~ -p, .. @...jo1 ~-rs. O'..o J ~ 1 t2-DE:i'..S ,?.0.::,1:: -vi.. G.. ~1~!!1~ 'P~i'!Ti::1.Jc& ( ,:;.::·':'---< ¢, · -- kJAi2Gl-kusr.> 2,2- \,'5 \ • I l,c::> - 1.1 \ I i=s. \I ,O .f~f \. o e~t 'iZC?.;,r l-tvC l-~ -:: '2--D f-'* l ~ouC.,,. iSLf:-) · M ~ 2.. 'ZAf.-1 t /..l E 11/:z.'1 ~, j'OF'fl ,-J~ (_G,y{)-c.JZerF) ?£..'-/W"-''P {.. 1'1/s-z. 'T ~ ~) "'i ~ \ ..)01 ~'r5. <;; r,:tt tJ l'-L trt'Z-~ C G'l L..t/J~ -..,..::.:...:~F 1-Jc:'.::""D M;;U41 izv:t..1 Mi-sc.... f"u::er'Z. DI.. '2. .• )0i s ,::. ~ns...~s -- . \ .cs,o \' 'o 'S,'$ l," 1,e, ,z..ct . 'ZJJ,, 0 fi,f ·· r~ilS .-. · .... ?. . .. .. . f. ........ . I=\..~ PL.~ ~-s.. . ... =-... =. '2."]~~ --~f: ·-. ··-········ f · FAX: (619) 463-3947 ·· · -· · · OF JOB NO. MG2v+tJ 11JE. . '2.,2. 1,5 t , I Lo . o.-, 1 ,e, .... 2,~ \, s 14,0 f~f \,O (~+ \.s.o r~r 5 IO f,:;t' --- ..... ' l •... ····--~·,o· r"f: _· _·:·· :: · · ·: :._ ~or_~_F. .. _ C s~-~~i'0:~~-~~~ 'FL..001<-~1ve. L.c,~-c =-· '50 r--s+? C ~t>L>a.1 €>1-t;') '31 ;,~f'sf ... · .... · NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 92121 · (619) 466-6681 · FAX:(619)463-3947 ····-·-' OF_· __ Te·: ~v·-?,4i'=··· DATE. b·Z-E::>-11PROJECT .· a.R.C.. L,c:,J6 41 ,J: 4~ ---~-----.........a..--------------------------JOB NO •. C.1.Ji2..T"A11--1 WM.-t« ~ 'f$f0-1 ~I.A-~'& C Y~14 7LA-1"E'; '>, o t,..if i>u..1 t::'1J'S. <..Av.n··-1;) · 4, 0 9,0 pc-f'. 1· .. ·-- ::_. -· -. STANDARD LOAD TABLE / OPEN WEB. STEEL. JOISTS, K-SERIES eased on a Maximum Allowable Tensile Stress of 30,000 psi oestg~!~10N 18K3 1BK4 18K5 18~6 18K7 18K918K10 20K3 20K4 20K5 20K6 20K7 201<9 20K1l> 22K4 22K5 22K6 22K7 22K9 22K10 1 22K11 _DEPTH (IN.) 18 18 18 18 18 1B 18 20 20 20 20 20 20 · 20 22 22 22 22 22 22 22 ~ · APPROX. WT. 6.6 7.2 . 7.7 B5 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.Jft,) I SPA~ {ft,) I I f ) j ) ~ ~ l ~ ~ • 3 3 ~ ~ 3 ~ ~ ~ 18 19 20 21 22 23 24 25 26 27 28 30 31 32 33 34 35 36 37 38 41 42 43 44 550 550 550 550 514 494 463 423 :~g 550 490, 550 550 550 523 550 490 550 550 550 550 550 550 550 550 550 550 550 550 523 523 523 523 550 550 550 550 517 550 550 550 . 550 550 550 · 490 490 490 490 517 550 550 550 550 550 · 550 46B 550 550 550 550 550 550 453 520 ·520 520 520 520 520 426 506 550 550 550 550 . ·550 364 426 460 460 460 460 460 . 382 450 518 550 550 550 550 316 370 414 438 43B . 438 · 438 426 514 550 550 550 550 550 393 461 490 490 490· 490 490 550 550 550 550 550 550 548 548 '548 548 548 548 550 548 349 420 473 516 550 550 550 276 323 362 393 418 418 418 389 469 529 550 . 550 550 550 344 402 451, ·468 468 468 468 518 550 550 550 550 550 491 518 518 518 518 518 550 518 320 385 434 473 526 550 550 ~42 284 318 345 382 396 396 357 430 485 528 550 550· · 550 302 353 396 430 448 448 448 475 536 550 550 550 550 431 483 495 495 495 495 550 495 294 355 400 435 485 550 550· 214 250 281 305 337 377 377 . 329 396 · 446 486-541 550 550 266 . 3,-2 350 380 421 426· 426 438 493 537 550 550 550 . 381 427 464 474 474 474 550 474 272 328 369 402 448 538 550 304 366 412 449 500 550 550 404 455 496 550 550 550 550 190 222 249 271 299 354 361 236 277 310 337 373 405 405 338 379 411 454 454 454 454 252 303 342 372 415 498 550 281 339 382. 416 463 550 550 374 422 459 512 550 550 550 169 198 222 241 '267 315 · 347 211 247 277 301 333 369 3B9 301 337 367 406 432 432 432 234 282 318 346 385 463 548 261 315 355 386 4.30 517 550 348 392 427 475 550 550 550 151 i77 199 216 239 282 331 189 221 · 248 269 298 353 375 270 302 328 364 413 413 413 218 263 .296 322 359 431 511 243 293 330 360 401 482 550 324 365 398 443 532 550 550 136 -159 179 '194 215 254 298 170 199 223 242 268 317 359 242 272 295 327 387 399 399 203 245 . 276 301 335 402 477 227 274 308 336 374 450 533 · 302 341 371 413 497 550 550 123 144 161 175 194 229 269 . 153 179 201 218 242 286 336 219 245 266 295 349 385 385 313 376. 446 175 207 243 294 353· 418 159 188 221 276 332 393 145 171 201 260 312 370 132 156 · 184 245 294 349 i21 143 168 232 278 330 i11 132 · 154 212 256 289 314 350 421 · 499 283 319- 138 162 182 iS8 219 259 304 198 222 ·199" 240 · 271 295 328 395 468 265 299 :126', 147 165 179 199 235 276 180 201 -~,:.:-.-,.., .. ·'.J~7,, 226 . 254 277 309 371 440 249 281 :})~_: ~ -~ 163 181 214 251 ~ 183 .176 · 212 239 261 290 349 414 235 265 Jo·s-~122 ~i3t' 1,19 165 . ,95 229 . ;_149· 161 :';'st ; 200 ~·226 · 246 .214 329 390 : ·22r f24g, r~~~; ~J,1?.· :_2_2.6: 131 151 11s 210 :)~?J f.J.~i *IT IS VERY IMPORTANT FOR JOIST SPECIFIERS AND ERECTORS-TO KNOW THAT OSHA IS INTERPRETING 29CFR•1926:751(c)2 TO MEAN ALL JOIST FORTY (40) FEET (12192MM) AND LONGE.~ TO REQUIRE A ROW OF BOLTED BRIDGING TO BE IN PLACE BEFORE SLACKENING OF HOISTING.LINE$. . . ~ •!•·J',l ...... ~ 347 241 326 219 306 199 288 182 272 167 387 465 550 550 267 316 369 369 363 242 3~1 221 321 202 303 185 436 517 549 287 337 355 410 486 532 261 307 334 386 458 516 239 280 314 364 219 432 · 494 257 292 11 STANDARD LOAD TABLE / OPEN WEB STEEL JOISTS, K-SERIES t, (.,,, ~ Based .on a Maximum All~wable Tenslle Stress qt 30,000 psi JOIST 24K4 24K5 .24KII 24K7 24KI 2'4K9 24K10 · 24K12 26K5 26KII 26K7 26KI 26K9 26K10 DESIGNATION 24 24 24 24 24 24 24 24 26 26 26 26 26 26 26 8.4 9.3 9.7 10.1 11.5 12.0 13.1 16.0 9.8 10.6 10.9 12.1 12.2 13.8 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 45,6 511 520 520 520 520 520 520 ,, 26 442 499 543 550 550 550 550 550 542 550 550 550 550 550 550 405 453 493 499 499 499 499 499 535 541 541 541 541 541 541 27 . 410 462 503 550 550· 550 550 550 502 547 550 550 550 550 550 361 404 ' 439 479 479 479 479 479 477 519 522 522 522 522 522 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 29 354 400 435 485 536 550 550 550 434 473 527 550 550 550. 550 290 325 354 392 429 436 436 436 384 417 463 479 479 479 479 30 331 373 406 453 500 544 550 550 405 441 492 544 550 550 550 262 293 319 353 387 419 422 422 346 377 417 457 459 459 459 31 310 349 380 424 468 510 550 550 379 413 460 509 550 550 550 237 266 289 320 350 379 410 410 314 341 378 413 444 444 444 32 290 327 357 397 439 478 549 549 356 .387 432 477 519 549 549 215 241 262 290 318 344 393 393 285 309 343 375 407 431 431 33 273 308 335 373 413 449 532 532 334 364 406 448 488 532 532 196 220 239 265 289 313 368 368 _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 E 16,4 184. 200 221 242 262 308 324 217 236 261 286 310 356 356 36 ';t:fi:~ 258 281 313 346 377 447 487 280 305 ~ 376 409 .486 487 169 183 203 222 241 283 306 '199 216 240 263 284 334 334 E 37 244 2~6 296 327 356 423 474 265 289 322 356 387 460 474 • ,:.~1is5.~ 155 169 187 205 222 260 290 183 199 221 242 262 308 315~ 38 ¾Jolj ~~~~ 252 281 310 338 -rr,tr--~=:, 274 305 337 367 401 461 . ;. ·251 ·"1. 436 461 ·::-., ·~.~ ~,-128 . .re .ift~~u4! 156 172 189 204 '240 275 :~l6J§t 184 204 223 241 284 299 ·~.,!;~:* ·fum.1-~ i~} E 39 '"·195'4: 'R219 J; 266 294 320 380 449 ;:!,238 ~ 289 320 348 413 449 :.r~·-·¾ .~·Ha2;t 159 174 1B9 222 261 ~--.... ,..;;;. 18B 206 223 262 283 ,.-119,,. --:144-··· .i"/.156,!? * .,ti.~85 ~ 361 'i:.247,f, 40 :~~f,t., -'t~Z,~· 253 280 304 438 J.~227 ?· 275 304 331 393 438 e #.,''f4f~ r--..,.. ...... ..t-'."',t- ~109£;,' ;'.;,/~122~ l!::133 ~' 14B . 161 175 206 247 ~157.,'.:-174 191 207 243 269 41 241 266 290 344 427 262 289 315 374 427 e 137 150 162 191 235 162 177 192 225 256 42 229 253 276 327 "417 249 275 356 417 127 139 151 177 224 164 210 244 ~ 43 312 406 407 165 213 232 IS 44 298 387 398 154 199· 222 45 285 370 389 IS 144 1B5 212 46 272 354 380 e 135 174 203 47 261 339 ·369 IS 126 163 192 48 250 325 353 118 153 180 IS ,339 49 169 IS 50 * IT IS VERY IMPORTANT FOR JOIST SPECIFIERS AND 325 ERECTORS TO KNOW THAT OSHA IS INTERPRETING 159 51 29C~R-1926.751(c)2 TO MEAN ALL JOIST .FORTY (49} 313 E FEET (12192MM) AND LONGER TO REQUIRE A ROW 150 52 OF BOLTED BRIDGING TO BE IN PLACE BEFORE IS SLACKENING OF HOISTING LINES. 142. ·1 .. ;,~ 12 ~ .:. -:.~--.. -_.f-jf:;;_ ;ii .. : ~ ::.:~~)~~1,::. ·at ..... . = - . ,· -~ . POOR . · .QUALITY . · . . · · O·RIGINAL S . , . -- . : . . :~~ . . .. • I I • I I I I. I I I ~ 3 j j J .,.. • ) j 1 ~ ~ STANDARD LOAD TABLE/ LONGSPAN STE~L JU1ti 1.:>, 1-i""a .:>.:.,--.,-" eased on a Maximum Allowable Tensile Stress of 30 ksl Approx.~ Joist illbs. per Designation . l.ilear Fl (Joisls~) 24LH03 11 24LH04 12 24LH05 13 24LH06 16 24LH07 17 241..HOB 18 24LH09 21 24Ui10 23 24LH11 25 Oeplh SAFE LOAD' I in in Lbs. CLEAR SPAN IN FEET Inches Belween • "' .28-32 1 33 34 35 36 37 38 39 40 I 41 42 43 44 45 46 47 48 .. 24 24 24 24 24 24 24 24 11500 342 339 J336. ~~,' ~307; 1.~: fiS.279,. r..257; !~ ·2~ .. m ~224\ rl15, !207,. i 1~ ~19t 235 226 l'~!!R•IO~' i.1§11. UL;.i; l.~ r,1, 1~,, 1~· '1&4tti11.5f li)1·~-1:;1.~-::.~1, i;..9.9.":· 14100 419 398 379 360 343 327 312 r 285:·. 273 l~~ 25ti 2411 r23{ f-222. ~214 . 2ss 265 246 221 210 195 sa ( ~ tt~ ~1~-43ct t1~-:-t1.1i'. r1.o.z t1<?1 15100 449 446 440 419 -399 380 363 :. 317, 30{.it29U. J:280 ,,269 f"258 ;-248 308 297 285 264 244 226 210 it ,; r:171t :.1~· USQ iJ~t-. ~1~,: i12f ~117: 20300 604 579 555 530 504 480 457 437 417 399 381 364 ?·348 (-"334 ;,~ ! 307: 411 382 356 331 306 284 253· 245 228 211 197 184 LI.~_: i16j~ Ll.~ i...~i. 22300 665 638 613 588 565-541 516: 491 468 446 426 407 389 373 357 343, 452 421 393 367 343 320 297 276 257 239 223 208 195 182 171 161 23800 ~ m ~: = ~ m t1 ~~ · :i£ ~ :~ ~ :~ 1~ rs: ~~ 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. 33-40 .337..-323. !.310 ;·297 ,_286 ~275 r2ss.;255 :245 :;:-237. ;.228 ~220, f213 :206 t199 :193 219 lfi®_ ~ !:.1.~ 'L1-6.a t 1.~~" !l--1!?Q · .J.~ ~,~ ~,_~ ~t!~ ~1H.-~19.Z t1og :::. ~'t-~-92· · 28LH05 13 28LH06 16 28LH07 17 28LH08 . 18 28LH09 21· 28LH10 23 28LH11 25 28LH12 27 2su{13 30 . I . I 32LH05 14 32LH07 16 32LH08 17 32LH09. 21 32LH10 21 32LH11 24 32LH12 27 32LH13 30 32LH14 33 32LH15 35 36LH07 16 361-HOB. 18 36LH09 · 21 36LH10 , 21 36lH11 23 36LH12 25 36LH13 30 36LH14 36 36LH15 36 28. 28 28 28 28 28 28 28 28 . 32 32 32 32 32 32 32 32 32 32 . 36 36 36 36 36 36 36 36 36 14000 18600 448 429 412 395 379 :-·364 ~~350,;337.. t~1 ~313·::-301' :291: f281 ~211 .. 262 :1253 289 270 253 238 223 :.209.: l'.19Z i:1 ea LJ7,dJ 66.. ~.l56_ i.1~~-u.40.: ~ .. 133-:' 126 ·· 120· 21000 505 484 464 445 427 410 394 379 365 352 339 327 315 ~ 305 :'295 :·285 326 305 285 267 251 236 222 209 . 197 186 176 166 158 ;, 150 ; 142 '. 135 22500 540 511 · 496 475 456 438 420 403 387 371 357 344 331 fs19 I308 t291. 348 325 305 285 268 252 . 236 · 222 209 . 195 1es 115 1ss ase. i.J~. :.:1~- 27700 ~~ ~ ~1~ ~ ~ ~ ~~f :ii ~ ~~ ~ :rg ~~ t~a ~ r?: 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 38-46 47-48 I 49 I 50 I 51 I 52 I 53 54 55 I 56 I 57 I 58 I 59 60 I 61 I 62 I 63 I 64 1670016700i338·.:326 :315 :·304 -294.:284' ;275 ·266-•.257. >·249 '.'242 234 227 220 214 208 ~:,:,.'§ '21f ~199 1189 ~179 .:159 '161"-'.-153 ~145· ;:_135·:;;131 (~125 119 114 108 104 99 18800 18800: 379 fa66 ~-353 f341. (329 :sfs· i°3()8 ;'29a· (2ss· !-'.'279 :r2i1 262 254 247 240 233 ~~:;;;; _235. ~223~ s'._21t ,.'..200 :JS_~ ~1.7.~. ~;.1.?0 i,.s.z· t.1~ : .1.4§ t1.~-133 127 121 116 111 20400 20400 411 397 383 3s9 357 345 -; 333 , 322· ·: 312 r 302 !. 293 284 215 251 259 252 255 242 229 216 · 205 194 .£.18.4. ;;115: t.t6.Z £.159. i.1.5.:t· 144 137 131 125 120 25600 25600 516 498 480 463 447 432 4-18 404 . 391 379 367 356 345 · 335 325 315 319 302 285 · 270 256 243 230 219 208 198 189 180 172 164 157 149 2·5300 28300 571 · 550 531 512 · 495 475 452 445 430 415 402 389 376 364 353 342 352 332 315 297 282 · 267 254 240 228 217 205 196 186 178 169 162 31000 31000 625 602 ·sso 560 541 522 . so5 488 473 458 443 429 416 403 390 375 385 363 343 325 308 292 277 263 251 239 227 216 206 196 187 179 36400 36400 734 712 688 664 641 -619 598 578 559 541 524 508 492 477 463 449 450 428 406 384 364 345 327. 311 295 281 267 255 243 232 221 211 40600 40500 817 801 785 771 742 715 690 666 643 · 621 600 581 562 544 527 511 500 480· 461 444 420 397 376 354 336 319 304 288 275 262 249 238 41800 41800 843 826 810 795 780 766 738 . 713 688 665 643 622 602 583 564 547 515 495 476. 458 440 417 395 374 355 337 321 304 290 276 264 251 43200 43200 870 853 837 821 805 791 776 763 750 725 701 678 656 635 616 597 532 511 492 473 454 438 422 407 393 374 355 338 322 306 292 279 42-46 47·56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 I 72 16800iJ6800:292 ~283 '274 266 258 251 244 237 230 224 218 212 207 201 196 191 ~~?!~ ,, 1n: ,:J!38. :J~ 1ss 146 140 134 128 122 111 112 101 1os 99 95 91 1SSOOJ..Bm~321; r311, ·_302 293 284 216 268· 200 253 246 239 233 221 221 215 209 §,194; %185'·*.,178 168 160 · 153 . 146 140 134 128 123 118 113 109 104 100 23700 23700 .J1};. {398 f~ 374 363 352 342 333 323 314 . 306 297 289 282 275 267 ; ; ?47., .,..,.:;~; ,.,., .. -214 204 195 186 179 171 163 157 150 144 138 133 127 26100 26100 454 440 426 413 · 401 389 378 367 357 347 · 338 328 320, 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 _.339 330 322 297 283 269 · 257 246 234 224 214 205 . 196 . 188 180 , 173 · 166 159 153 34100 34100 593 575· '557 '540 523 508 ·493 -478 :" 464 "450 ···437 :·424 ':'412 ·'·400 389 378 354 ~ 322 · ~!. -~ .2~ .267 .. 255 '. 243 • 232 : 222 21~ . 204 -195 181 179 40100 40100 697 675 654 :·534 . 615-596 . 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 ::700 ,.·683 , 661. 641 : 621 .' 602 ·: 584 . 567 551 : 535 • 520 505 . 492 456 434 412 392 373 358 ' 339 323 '. 309 295 283 270 259 : 247 237 228 4660014660C 809 195 1s1 '.169 -'144 -121 :·egs ·611 .. e56 637 · s1a eoo ; 583 561 ·551 536 480 464 448 434 413 394 375 358 342 327 312 299 286 274 263 252 ~ EM·+fM:1¥·4 ~ 45 ~ <~ 3 --·3 _:~ ~-~ 3 _: __ ~ ~ =~ :-·3 • ~~ -~ ~ .:3 ~ ·--~ =-~ --~ --~ --~~ ~ 29 30 30· 16 16 16 17 17 16 19 17 17 26 24 23 51 45 40 29 29 30 30 16 16 16 17 20 19. 1.7 17 24 20 20 19 31 29 26 24 58 52 47 42 15 16 16 17 18 17 17 18 22 19 18 17 25 21 20 20 u 28 27 26 DESIGN GUIDE WEIGHT TABLE FOR JOIST GIRDERS 29 30 30 16 16 16 19 18 18 22 20 19 25 22 22 31 26 25 ~9 53 47 29 29 30 30 16 16 . 16 17 20 18 18 17 23 21 19 19 28 26 · 22 21 36 32 30 28 66 60 54 49 17 16 16 17 22 19 18 18 26 22 20 19 29 26 24 21 39 33 30 29 16 18 16 16 17 17 21 24 20 23 19 · 20 24 28 21 26 20 22 29 32 26 29 24 27 33 37 29 32 27 30 29 29 29 30 30 30 30 30 18 19 16 17 16 17 17 17 24 26 21 23 19 20 18 19 26 29 ·24 27 21 25 21 22 31 34 28 31 26 28 24 .28 41 47 37 40 32 36 30 35 78 92 68 76 62 73 56, 66 - 19 21 17 1·9 16 17 17 17 24 26 22 24 20 24 19 20 29 31 24 27 22 26 20 23 33 36 28 -31. 26 29 25 27 : 42' 50 37 42 34 38 32 .36 6 In. 21 18 17 27 24 21 31 28 26 36 32 30 43 36 33 84 75 72 30 30 30 30 22 20 18 17 27 25 21 21 ·32 28 26 25 39 34 31 28 50 44 41 38 101 85 77 72 23 21 19 18 29 26 .25 22 34 29 27 25 40 36 32 30 57 48 42 39 U.S. CUSTOMARY 30 ~ ~ D 34 ~-$ ~ G ~ 30 30 ~ 32 34 34 sa ~ a ~ 30 30 ~ 32 U 34 ~ $ ~ « 22 23 26 29 33 36 44 54 61 70 19 21 23 26 29 31 39 47 52 61 18 19 24 .24 27 29 36 42 47 54 ~ ~ ~ ~ ~ ~ ~ ~ ~ 1~ ~ ~ ~ ~ ~-« ~ M H ~ 22 24 27 31 37 39 46 54 62 74 33 35 41 47 5!? 62 78 92 105 114 ~ 32 ~ ~ Q ~ M ~ ~104 ~ ~ 32 38-G ~ Y S ~ ~ 39 43 50 59 66 73 100 109 121 142 34 ~ « ~ ~ ~ H 1m 1~1~ 31 34 38 45 51 54 71 87 105 108 48 51 59 67 79 84 103 131 1« 166 41 45 53 61 65 74 95 109 125 147 37 . 40 47 .55 60 67 83 106 115 127 1021103 121 _ 143 155 173 221 281 82 88 106 114 137 149 198 235 274 332 . 76 79 100 · 113 118 .132 172 206 2« 284 30 31 32 33 35 37 . 40 46 53 60 30 30 32 32 34 · 36 38 41 44 49 30 30 31 32 33 . 34 37 40 41 45 30 30 31 32 32 33 36 38 41 42 24 25 29 31 34 38 48 57 65 74 21 24 25 28 31 33 43 50 58 67 19 21 25 26 29 30 38 45 51 60 18 20 24 26 27 30 34 42 46 55 30· 32 ~ G Q 54 ~ H ~104 27 28 33 37 42 46 56 71 79 93 23 · 27 29 32 36 . 41 50 60 69 76 22 M ~ 30 ~ 38 ~ 54 ~.71 34 38 ~ ~ Y ~ n 100 1001~ 31 34 38 46 49 56 71. 79 102 107 28 31 36 39 44 50 64 73 85 104 27 29 31 .38 40 44 58 66 76 88 42 47 54 62 69 78 100 ,09 140 161 37 40 46 52 60 67 . 84 102 111 143 32 35 41 47 53 .60 74 87 106 113 30 U 38 « G ~ ~ N ~100 58 62 73 83 100 102 131 l-'1-'62"'-l-'1""-88--I 216 49 53 61 72 81 86 111 144 147 175 45 · 50 . 57 65 75 82 .105 114 147 159 39 43 53 59 69 74 89 111 118 152 106 115 142 165 181 196 257 326 103 105 113 137 152. 176 216 265 83 91 111 117 133 159 195 242 79 82 103 117 127 142 183 222 25 26 31 34 37 42 50 . 63 22 24 27 29 32 35 44 51 . 21 22 25 27 30 32 39 45 19 21 25 25 28 30 37 44 31 34 40 45 53 58 69 89 21 so· 35 38 46 48 62 10 25 28 32 36 39 43 56 65 23 26 28 34 37 39 50 57 38 41 . 47 54. 61 68 91 103 32 35 41 47 54 62 71 92 30 33 36 42 47 55 64 80 28 29 35 · 37 43 48 58 72 46 49 57 65 73 82 100 119 39 43 50 59 62 70 ·92 102 34. 37 44 52 57 60. 76 103 32 35 39 46 51 57 74 87 Y 65'' 77 91 100 108 140 162 51· 59 67 75 85 101 111 143 46 . 52 61 69 76 86 109 125 43 46 54 62 74 76 97 116 7112 In. 329 275 260 99 83 73 66 113 102 94 82 141 121 105 105 108 188 216 167 192 149 176 129 152 Joist Girder weights to the left of lhe heavy black line have 6 inch bearing depths. Joist Girder-weights between the heavy black and blue lines have 7 1/2 inch bearing depths. Joist Girder weights to the right of the heavy bllll! line have 10 inch bearing depths. Check with Vulcraft for material availability. 91 79 69 70 140 110 104 87 255 224 204 185 272 312 240 277 260 232 301 85 102 103 139 74 86 92 115 66 75 89 106 60 68 76 95 109 130 151 176 94 108 126 156 89 -96 110 136 80 92 99 122 161 183 210 265 143 156 179 223 112 146 149 202 106 115 147 184 193 231 262 166 195 224 285 147 177 198 248 127 151 179 220 237 288 195 222 289 175 200 237 304 '154 180 206 275 281 242 308 343 218 256 314 123 130 150 197 105 114 132 173 93 107 115 156 79 97 110 131 161 187 222 273 143 165 187 243 124 151 172 203 107 125 149 184 200 237 275 175 209 233 305 156 187 203 258 137 162 189 230 242 307 219 249 290 194 223 253 321 176 200 229 299 292 258 304 241 2n 31s 101n. 81 ~ ~ ~- :-~ ·3 ·3 ::3 ~ :;~ l -3 ~~ :¥! :-~ -~ .• : -~ ~ :3 .. :3 :3 -B ~ :~ ~-~ ".~ ~ DESIGN GUIDE WEIGHT TABLE FOR JOIST GIRDERS U.S. CUSTOMARY Based on an aliowable tensile stress of 30ksi ~ ,.JcNi ~ ,t;;,;.:.r~~~~ Joist Girder Welaht~ P.ounds Per linear Foot~fi..;.t~:;,t~. ·li-.'%'+~~~~~:;-i;:'."..;t~~1t,,'t SP.!! ~ ~ .;-.,;;~,'!fiil~.ISi~~~-~ Load,On &ch Panel Polnt'.lf'~~1.t<1.l§.i~~,;1-::~~.i..~~>t1'.;Q~;&::."~ ftif. riint l ~ · 4K, , SK< f 6K~ s-7Ki-t 8K1• t 9K• ·10K; -11Ki 12K' : 14K 16K• · 18K . 20K 25K . 30K 35K 40K SOK· SOK· 70K 80K 100K lllii,~2-22 23 23 23, 24 24 25 26 27 30 34 38 . 40 51 ~ 69 81 94 108 124 150 185 . ~~: 23 23 23 23 2~ .24 25 25 27 27 32 34 39 46 54 ...fil. 70 87 104 111 126 164 ~ ~-~~~~~~~ff ff~~~ a G 9 ~ 64 ~1~1~ 1~ '13]3 ~44 · 23 23 23 24 · 24 24 24 26 26 28 28 32 33 42 47 55 ,_fil, 73 89 99 115 ITT, . · •. !48 23 24 24 24 24 24 24 26 26 29 29 29 32 38 44 51 57 70 80 92 102 131 ~:11 L3~. 16· 16 19 22 25 26 . 28 30 33 39 . 45 50 · 53 68 11 90 104 129 152 173 202 252 . ~~-t,_~6 . 16 17 18 21 25 25 26 29 31 -~ 40 · 44 4~ ~ 71 79 93 115 143 166 179 230 '.~ , .... ~.4Q 17 · 17 17 19 23 25 .26 27 2~ · 32 38 41 46 , 56, ~ 77 ~3 109 119 150 172 212 ~ 10.00 ~.44 16 16 18 18 20 21 23 24 28 30 34 37 40 51 57 66 76 104 111 .126 150 189 ·'Ii,' f.i'.-18 ?48 17 17 18 18 19 20 23 25 . 26 28 32' 34 . 37 49 58 66 74 87 108. 116 139 178 }~ ~~~ ;,3i 16 18 22 25 28 . 31 34 37 40 . 46 54 58 ~ 78 100 106 130 157 188 227 255 f:?,i. ,fr~ : 36 16 17 20 23 25 27 31 34· 35 41 46 54 59 71 91 102 107 143 167 197 230 298 f,~ 5.NO L40 16 16 18 21 23 27 28 30 33 37 42 47 53 64 80 93 104 128 159 182 210 262 ·1:t.t ·s:oo C44 11 11 11. 20 23 24 28 29 31 35 39 46 49 .....§Q,. 73 81 96 116 138 161 186 245 f.'J..{ ~~:.:;.qi ,:'48 17 17 17 19 23 25 25 .28 29 33 37 41 47 57 · 67 80' 93 111 122 152 178 217 i~-::/~~-'·.32' ,'·17 20 . 24 28 32 35 39 42 47 54 ~ 69 .77 . 99 108 140 Jfil.: 189 220 266 ;~,~ ::;.;_.,;; ~.36 17 20 23 26 28 31 35 38 41 48 . 55 ___§g_ 70 83 102 115 1421 167 197 232 :.49: 6NO .. 40 17 . 18 21 25 28 29 32 36 38 44 49 56 ...§i 79 94 105 118 147 185 215 ::;:-0. 6.67 44 17 18 21 22 27 · 29 ' 30 33 36 42 49 53 58 74 86 105 111 148 177 199 ~~ ~-;;;.} ~-48 17 18 20 24• 25 28 29 31 33 . 40 44 · 52. 55 72 79 . 98 108 130 156 180 ~(f{ -:':!.'{,J 32, 19 24 28 32; 34 40 45 47 54 _§g_ . 70 · 77. 91 105 130 152 175 218 255 275 245 313 227 294 204 271 :;;f f.;."'i _36 . j8 21 26 28 32 35 40 43 48 56 ~ 71 79 102 115 143 155 197 232 :..t~ J~~ ~o 18 20 25 28 31 33 36 41 45 51 51 65 12 94 10s 11s 145 184 214 ::;:?:.: s.11 . 44 · 18 21 23 21 29 31 34 · · 37 41 50 s8· 63 67 82 106 113 121 161 199 ;·,:'fl£ :;-:;~ :'"43 18 22 24 27 30 . 33 37 39 42 48 57 63. '71 81 .99 114 125 169 195 E.~"' ~.:.,~ '. 32, 21 27 31 36 39 47 50 58 1 62 70 83 100 101 121 1 152 175 197 241 277 276 255 300 237 272 234 267 · .·:;,i~ }~:-+ .. 36, 21 25 29 32 37 40 48 . 51 56 64 72 84 93 111 144 I 156 182 222 . .Yi BNO '~40 20 23· 27 30 35 38 41 46 51 _§.1_ 69 76 · 86 105 119 148 171 203 ·:~·: -~~QO :·_44. 20 24 29 30 34 38 41 45 50 58 66 75 78 98 113 129 _1g_ 193 257· 294 :·::.~ ·:-:-,.,r.-48 19 24 26 29 32 35 40 43· 46 55 60.. 72 76 90 111 11s 144 183 £.·.'I: ~-:~ : ~2 27 3~ 40 43 · 51 58 (53 70 ·I 78 92 103 110 122 ..lfilL 190 218 246 :..,.:· .• ~,~ '36 27 30 35 41 48 55 62 64 72 . 79 · 94 107 116 145 181 199 240 306 ; _:;; 1QN@ . 40 25 28 33 39 43 50 56 57 L§§.. 74 86 95 109 134 160 186 212 211 240 278 320 218 261 295 .. ':·, .. 4.~· ,,44 23 28 31 37 40 48 51 571 59 74 . 81 88 98 120 150 175 190 255 302 · · .,;,. · 48 22 26 29 34 38 42 . 50 54 59 67 76 83 98 tl4 140 157 182 230 277 324 ·-~·, :·,.~:,· 32 29 29 29 30 31 31 , 32 33 34 35 38 40 45 53 ._§.Q_ 69 81 94 118 140, 160 1185 ·' · ~: 36 29 29 30 30 30 3.1 32 34 33 35 36 38 40 47 57 64 70 87 109 122 14·1 173 .;·:;: 3N@ 40 30 30 30 30 30 30 31 34 · 34 34 ·35 37 39 46 53 61 71 85 97 112 126 .1.§g. ; ,,.:: 14.00 44 30 30 30 30 30 30 32 32 33 35 35 36 37 43 48 ~ 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 es· 99 110 132 .... · ;,; . ;: ~: ~~ ~~-~~ ~~ . ~~ . ~~ ;~ ;~ ;~ :: :~ ~~ · :: ~~ -~; ~-g1 ~~g ~:! · ~~~ ~~1 ~~6 . . 4N@ · 40 17 17 18 21 22 24 26 28 30 34 38 45 47 59 68 79 94 110069 112304 113598 177 214 · ,. 10.50 . 44 17 17 18 19 21 25 25 27 29 32 36 42 46 54 65 74 82 164 202 . <· :-... 48 :18 18 18 18 20 25 27 25 28 31 35 ' 39 43 50 63 71 81 98 114 139 153 192 :-:::;;_ :,,:,;' 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 J,.g_ 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 48 · 30 ·. 32 38· 41 47 53 ~ 77 93 104 119 148 171 200 238 .;·;:; ri;..,-: 48 . 17. 18 18 20 24 24 27 29 · 30 36 39 43 49 57 70 81 96 111 137 162 187 220 : ;1-,:,::? 32 18 21 26 29 33 37 40 45 47 57 _M. 73 81 99. 119 140 160 190 236. 289 ·.,:-:, ,",;-::~ . 36 17 20 24 27 30 · 34 36 39 43 51 58 .._§g_ 70 91 106 121 142 177 209 240 4~ ~NO 40 17 1.9 21 · 26 28. 32 34 36 40 47 ~5 59 !$4 79 103 109 123 167 192 222 ;;.~~ 7.00 . 44 17 1.8 21 24 26 29 32 34 36 · 43 50 57 60 · 76 95 105 113 148 176 202 \'·f: .:;:::-'· 48 17 18 21 .24 26 29 30 33 35 .41, 46 52 58 . 70 83 106 108 139 163 188 >\ "iii~ . 32 20 24 2~ 34. 37 42 47 53 54 ~ 77 90 99 113 140 162 187 226 289 293 253 227 303 208 270 ~~~ ;:·~?». :,36. 20 23 27 30 35 38 41 46 51 59 70 78 83 102 122 142 j§§_ 205 248 ~)l .~NO ;:.40 18 22 25 28 32 35 .39 42 47 56 ~ 71 79 95 109 134 147 182 222 '!;Ji· 6.00 :44 18 21 24 27 30 32 · 36 40 43 51 57 65 73 87 106 119 137 176 202 ~ ~l~:. ~48 :18 20 24 26 29 . 32 34 37 41 47 52 7 67 83 '98 113, 122 164 .191 ·t~ ~~ ~ ~~-22 28 ~3 38 43 '47 54 58 65 77 83 100 105 140 , 163 188 216 268 290 292 272 303 246 283 220 255 i :i ~-~-i,,,~~ 20 26 29 34 40 43 49 55 :"'sg" 67 79: 64 101 116 143 167 190 231 ~ ;~~, ~40 . 20 24 ·28 33 36 · 41 . 45 50 53 ~ 59 e1 s5 101 126 ~ 115 215 264 326 . {ti ., 5.25 '44 21 23 28 ·31 . 34 37 43 47 52 58 66 79 83 107 :116 141 157 201. I ~ r48 21 25 2s 29· 32 35· 39 44 48 56 64 69 78 100 111 130 1s6 182 239 291 333 214 278 315 ~ ,. 8 ~~~-31 37 . 45 53 . ...§1_ 69 77 82 91 :104 114 ,130 151 189 218 267 5; !!1f¥ t,.~~ 27 35 41 48 ·55 ~ 70 72 79 92 106 115. 132 JM. 197 232 270 ft J.Y!' ~Ct 27 32 . 37 42 49 56 ...!i. 65 73 64 103 108 117 149 182 209 243 -~ ~~ ~~. ~! ~ :~ :t ~~ . ~ :~ :~ ~! :~ 1 : ~~! ~~: ~~-~:g ~6~ ~ Biirlnli r -6 In. 7 1/2 In. Joist Girder weights 10 the left of !he heavy .black &ne have 6 inch bearing depths. Joist Girder weighls between the heavy black and blue fihes have 7112 inch bearing depths. Joist Girder weights to the right of the ~vy blue line have 10 inch bearing depths. Check wHhVulcralt for material availability. 310 281 259 317 101n. 83 TJl®/35C Joist Load Tables/Floor (100%) r,10 OSB Web Material • Simple Span • Parallel T JI® Joists Allowable Uniform Load (PLF). .Nailed Floor ':-;,,, 19;::\'· 58 124. 63 ~-~_J.css 41 _··_ m 183 143 203 m 211 2,1 223 221 221 221 .t.; 19-,:: ,;;·,201t-47· 107 68 -~ 92 ~ 118 ~ 148 201 162 206 211 210 2,0 210 ,l2Q_f 1~"'21~ • 41 93 59 ·:l28..-so ITsol 104 ~ ~30 ,ss. 160 196 192 201 .200 200 200 .~: 21;; ,.-22,,,;, 36 62 52 .• 111 .10 M~f 91 -~§~ ,,s J}m:1 m 161 11.0 ,92 191 ,91 191 ::,_.22 ":" _°·_l2234··---~-~,; 32 72 ' 46 105 62 ~~-:i:-· 81 J.J.~"l 102 .:.;,1~--125 174 151 . 184 179 183 183 163 "!; 23;~ 41 53 55 ~:l15\" 72 ;;, 127!-" 91 ~44;. 1.12 rrsolr 135 fn"s9"7 160 175 175 175 · ... 24 . 25·---37 83 49 ~ 64 ~m 61 ~13g; ,oo ~1i1(~-,21 1-1~~--143 168 ,68 ,68 _ 25 _ :_;_:_: 2276_:_t_'· ~2 74 44 . 98 58 ~i 73 ;!?:2~ 69 l~-~l 109 ·1~J. 129 157 152 162 162 ·.': 26 ·. <40 90 52 01it-· 65 .:·11af-. SO "'126 · 98. ',33~ 116 ~ 137 156 156 27 .28.:t'. 35 l 61 47 ~93;1-, 59 ~J06~ 73 ~--1 · 66 --~"124£ 106 S13~~-124 146 145 150 • 28 '/2£!}[~ 32 i4 42 !~ 53 {~}-66 ~ 80 ~il~i 96 ~~~ 113 ~ 131 145 ./ 29 ;. ·. · 30.:. 38 a~ 49 u2:;:; . so , . ;3 · . 1os;;·_ 87 ~116~-· ,03 :-:121,;; 120 137 30 . __ ;:; 332,~?.,.~ 35 -~ 44 i~i-s5 . ~-~t 67 ~..9.~ 80 ~1t~ 94 5.~I 1,0 ffi~i-.. -31 .. . -32 12 4D tSJi 50 :t9-0Jf 61 ~;t-13 ~J.Q~ 66 ~]~-~~ 101 2?P ·: 32 · ·,~/:fa/ 37 ~-76-t 46 ~-84\.i. ss sg;;:; 67 H7~-19 nos? 92 13~-33 · ... _7_ 33_54,;-__ --.· 1 34 . ~ 42 ~ ~~ 52 aM~-62 i~~-73 _ i-~;-85 1_,_~.t. : .. 34. 39 ~ 47 :me-56 • BG" 67 93·;1,· 79 · . ,w .-35 --~ «~52M~~n~~ Glue.;Nailed Floor Depth· .. 11¾. : ,: .· 14' · · ... , ,: 16 . 18:i, · ··• .. . -.20 . ,,_. ·. 22. . . 24 26 28 30 Depth . LL···· TL· LL,·, TL · ' LL-· TL • LL:,.:-... ~--LL :: .TL ·. Lv··. TV ,. LL TL LL TL LL TL LL TL Span ·coM. :.:. · .-·coi.1.--.. · ·· COM ... COi,( .. COM··.·:.: cot.i+:: __ , • COM COM COM·. COM· Span ·- 10· 325. I 336 ~8 389 .,c2 412 423 421 421 421 10 11 295 306 Si6 354 S:5 3i5 364 362 382 382 11 12:. . 252 2i1 280 290 324 S:5 344 352 350 350 350 12 13· 206 2iU 259 268 299 309 317 325 324 324 324 13 14 170 fr½~~-~ ~:: 2<40 249 278 267 295 '302 300 300 300 14 15 141 224 232 259 258 '275 282 280 280 280 15 16 '119 f80tj 167 2,0 217 I 243 2St 258 264 263 263 263 16 ; 17 ·94 .:-J~l. 134 195 178 205 227 229 236 243 2<49 247 247 247 17 18 76 i42 109 'r.-'."'f74-:: 144 193' ,as 2i6 223 ~29 235. 234 234 234 18 19 62 124 89 t, 156' . 116 183 152· 203 189 211 217 223 22, 221 221 19 2Q. 51 107 73 lt 14fi .96 ITTss: 12'5 [g83: 157 201 191 206 2,1 2,0 210 210 20 21 :·12t·. ·-21 44 93 64 .85 . SO} ,,o 66• 138 ,es 169 196 201 200 200 200 22 ·. 39 62 56 117 75 ,.;.m.;;J 97 ?,:.,l51_$ 122 ~m-: 149 187 179 192 191 191 191 22 23 34 72 50 ,os 67 ~!~ 66 :fJ39!-108 l.§.SJ 133 1i4 159 164 183 i83 183 23 24 ·: 44 93 59 · 115,. 76 . W121;1 96· 44~ ,,8 ~-142 ff.169i-169 175 175 175 24 25. 39 83 53 ~ 68 tt1~i 66. lfflm: 106 ~~ 127 1~ 151 168 166 168 25 26-'; 35 74 47 98 61 08 77 l22;/ 95 ~ 115 4;4~ 136 157 160 162 162 26 27.\· '13 90 55 ~iiiri 10 .mg 85 :.12s~· 103· 33,i-. 123 ~ 145 156 156 27 28 38 61 50 ·t93~ 62 llil 77 ~~f, 94 ,r24t 112. ':1351.· 131 146 ,so 28 29·;. . . ""i:: 57' ffsi fii·,... 119 ~ 139 145 29 35 i4 45 "° 87,;-> 70 ;t ~il9t, 85 ,01 ~l.?6l 30 .f. 41 .tai~ 52 .• 64 ~:102f 77 i'osi· 92 .:.,US!i: 109 . 126 137 30 31'·; 37 ~ 47. I 86:t. 58 IP.&Jff 71 I ,01,. 84 ···110" 99 1119<! 115 ,J~~J 31 ~~--32 .'. 34 72 43. :-s;-~ 53 so~·· 65 ~gsi-71 ,.103·; 91 ff2~'. 106 ij29.;, 32 33 :· 40 -rist )¼ai A...: t·'.,,/4· t·--~ ios:::.-49 59 . ·sgi 71 '97,~ 83 97 : f13't 33: . 34,::, 36 E:,::_~ ~ 55 1~1·, 65 fill 77 i:., 89 il()6;;,• . _34 45 . ~ root · 35··1 41 50 ?.~.{,l ' 60 . 71 83 35 · .36''? . -·r1 46. 75~!;; 55 ' 65 88 . 76 95~ ·'35 1. Values shown are maximum allowable load capacities of the joists in ppi.Jnds PEWlineal foot (PLF) based on simple span, uniformly loaded condi- tions with·web stiffener anq bearing length criteria shown on page 3.2, . · 2; Values in gray 1shadect' areas may be_ increased 4% for repetitive member usage if the criteria on page 9.2 are met. 3. Camber (2250' radius) is available for simple span applicati9ns only. 4~ For lc;,ading conditions not covered by thesetables (eg.: concentrated loads), use theTJ-Spec™ software program or contact yourTrus Joist Mac- Millan representative for assistanc;:e. · • 7.2 REV.12/94 W ,; ·:1 •"j STANDARD LOAD TABLE / OPEN WEB STEEL JOISTS, K~~Cl"\IC::t ,:::, II eased on a Maximum Allowable Tensile Stress of 30,000 psi 28KI 28K7 2aKa 28K9 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 28 548 550 550 550 550 550 ·541 543 543 543 543 543 l 29 511 550 550 550 550 550 486 522 522 522 522 522 30 477 531 550 550 550 550 550 550 550 550 550 550 J 439 486 500 500 500 500 .543 543 543 543 543 543 31 4,46 497 550 550 550 550' 534 550. 550 550 550 550 397 440' 480 480 480 480 50!1 520 520 520 520 520 j 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 j 33 393 438 484 527 532 532 471 520 532 532 532 532 329 384 399 432 435 435 420 460 468 468 468 468 34 370 412 456 496 516 516 443 490 516 516 518 516 j ·300 333 384 395 4i0 410 384 420 441 441 441 441 35 349 389 430 468 501 501 418 462 501 501 501 501 275 305 333 361 389 389. 351· 384 415 415 415 415 3 36 330 367 406 442 ~7 487 395 436 475 487 487 487 252 280 306 332 366 366 323 353 3~3 392 392 392 ] 37 312 348 418 474 474 373 413 449 474 474 474 232 257 305 344 344 297 325 352 374 374 374 38 296 329 . 396 461 461 354 391 426 461 461 461 3 214 237 282 325 325 274 300 325 353 353 353 39 313 376 447 449 336 371 404 449 449 449 219 260 306 308 253 277 300 333 333 333 3 .,. '40 297 357 424 438 353 384 438 438 438 203 241 284 291 256 278 315 315 315 3 41 283 340 404 427 335 365 427 427 427 189 224 263 277 238 258 300 300 300 42 324 384 417 320 348 413 417 417 208 245 264 221 240 282 284 284 43 309 367 407 305, 332 394 407 407 ~ 194 229 252 206 223 263 270 270 44 350 398 376 398 398 212 240 245 258 258 ..., 45 334 389 359 389 389 ~ 198. , 229 229 246 246 46 380 344 380 380 3 219 214 236 236 47 312 329 372 372 ~ 210 201 226 226 48 315 362 365' 188 2'15 216 3 49' 347 357 202 207 so 333 350 ~ 190 199 51 343 ~- 192 ~2 336 184 ·!'I 53 330 ~ 177 54 ~ 55 3 56 3 57 IT IS VERY IMPORTANT FOR JOIST SPECIFIERS A~D * 58 ERECTORS TO KNOW THAT OSHA IS INTERPRETING 3 29CfR•1926.7~1(c)2 TO MEAN ALL JOIST FORT)' (40) 59 FEET (12192MM) AND LONGER TO REQUIRE A ROW OF BOLTED BRIDGING TO BE IN PLACE BEFORE 60 SLACKENING OF HOISTINGUNES. 3 ~ 13 3 EM-¥?M;;f.4~4 ~ ---·-.. ·---~-----·-··"'·--· NOWAK-MEULMESTER & ASSOCIATES. STRUCTURAL ENGINEERS 6830 Oberlin Drive, Suite 200 Sen Diego, California 92121 (619) 455-6681 . . -... -·· FAX: (619) 463-3947 ·· ~:-~"·17~::: :_·DAT~ e,-ie~:1-_~R~JE<?T. -~~--co .. ; )f1·it 4fS .. _:·_· · .:.: .:. ·_ -~HEET·N~. ·'1, OF~:· -· --~-- ·:e.1--·....:·-==·=· ··=--=··=-=-·=· =· =· ====··=· =· =·--==·=--·=···=··=· =-=-·=-·=··=---=·=···==·=···==··=·=· =·=·--·=·--=··=··=----=-=··=··=·=· ·=·· =··=·=-·=· ·=-··-=:,.:.o·a=-·--:..:.NO=---==========· ·=· =· ·==·---- • MA¾-.· '$pk14 -:: , o•-01' w-=-izL\-Z. + io"; -== "4 pt? M :::: ex:,o \~-tr ~ --. '3,z..o \ I:,, t'r, ~ \'2.~1 f""' oi!:., t .J ::: -SB p-..; c==,ll. t::;. =··.4?, h ... ~ '-/i11 ~ Co~.C t ii::,,...\ \ ~ Wf-$..e !~ :::-$£'" ~Pr"--1--l ~ l!:5!...1-c:>1' "'i?-1~::. ID1-Du '-0::. I O L \ I +-\ ~ ') == Z, '7 0 fl f 12---'1et.eo :o, i=? .. ·1, , I,~· ., "A,,.--:' ~-;-~ •!':-1 i,../.1,~,:J 'T'l~. ·-• 1,.,z•tl;o,'" • , ..• ,-J .. ~ ----~ t.....J ---. ....... , - C,oi..lc-1"0.,-l Z -~-WA~i.n.:,.o_,:;.,:r -=;;.fhrJ :::. si.-1-01' -r.c-:i& = 'i:'.>'-c,14 w-:: B (. °II + I lPJ =-,z.1 u, p1f ,a -::. loo4 '= l~ ?el<.. ,J \) ~UM-r"-r ~ 1aziJ ~,-1 t..-i-.1 i.,r-.-<. t.?4r::>tr7~ o, Hi::;z1.A-,,.11,J,:; '5(1--;-,-.J = . -S~ 1-d' T.2-! e. =-e, 1-ol' CA;)::. e,(\4+-1~) = 240 flt J2-:=. 1.t,1,Z.O \b,. uS€ _ '2-.x.tc:i.· e_ z~/t_ 45..,i.;,~ p._,,,z..!..,:f~ s _- 'T"'ff I l4<-11-rF-"-'aiH ot.ri L)SC' t~ t..~ o<..:, jc:,1$,-~ A, .. :r: "'?Q~ 1 \° ~cn·-s.i-s . -· ___ j__ . ; ... Cc~l'r,c,t,J. 4.~ w~++cv:r.e _ . . _ . _____ _ _ ~At-J -~-3~1-01. 1 . . -r·R.16. == ~-'--:o". ·. _ .. _ . · :·:.--~---=-~-~~~---____ . ___ . .. .. ..w. -~--~: e< \\ + I'--'') --: '21v~ ·y,1 f _ · . ·. .-. ______ ..... ______ .: ......... :_ ··::·. ___ ·: . · --. -. --: ::: :~·:..:=:.= =-·.---~ ·-:-::----:--·--··--·n·-:::. o"li:::i:o U:;-------· ·----------·--·------·-----·,,-ce···-1°1'1..;.., .. : .... J ,;-.---~---------···-------·---·--'·-~--:_,_ ......... ,...._;. c;;. , ........... ____________ .. vv_ .... (;J ., ..... 01 /;;;i, _____________ . ·---·-···-··- --------.. , . .,_ .... •· -. ··--------. ..-. -·· -. •• -·----~-~---,-··--·,··--.. ·-:-:· .----i'"• ·----'' ., .. -......... :--f-·;-··---·-------·-····· ....... ~-..... . -..... . ________ .,. ___________ .. _________ , ________ --·. ········. __ .. ,.,. .. ,.._., __ ._ C(:N:.iirlo-iJ~~-: : Me:t'tAA!t-.1, : _ --· · ... ·-·-· --------·· · ·_: : .. __ . · · · ~ :---~~~~= ~f~-= 4'5'-o~· 112-,ra.-= e,1-o" t....)-=-e.,( \~ 4-\1.4?; =-ZA-o pt P ~::. 5'\eo lb, ··•·· -·----·-·---· .. . :7:_·-'4: ~ . _ NOWAK-MEULMF.SI'ER & ASSOCIATES ---· • '/. J -STRUCTURAL ENGINEERS · . __ : 5830 ·Oberlin Drive, Suite 200 . . _ ... ~\_A\-___ ·_ San D!ego, California 92121 . · ___ _· _ (619) 455-6681 FAX: (619) 453-3947 .. , .... . • 1--·-B=Y==j?A=·=-f=::.=·-~=-D=· /i.=;~==--6--=· =·~=-·=-=· =l:::::::::P=R~=-~-=E·C=~:::-:.=·-=~=-·=·=··=·· .::: .. ler$.=====4"=~=-~=-···=~=-~=---=-~=···===· =··=·=:=. =· _SJH_:_;_N..:.,::o.=_ ~=: =~~=-"2.=· =·==O=F:::=·-·=·_----- • . C.0-.J. t::> \ii CW l.--~ t-1 ~ 'Z-'7A1--\ I ,-J (: : . Sfk1-1 :,d, -=-01-011 1',:.1e = \o'-01~ w :::_ \o(.v~ +-\v; =-soo flf ·12,. =: '4'500 lb ee-t-10 iii c»J .., : H ~z:z.,~, iJ~ c,;p~ ~ S'51-d.1, ~G -::: 101 -o"' w~ "??cro-p1f 1<..=-t5Z.'?~ \~; ~ti1riDtJ I::>*-}-1~·z1A1J11Je:-. "'5,f~ ::=, 4o'--o" . jl2,.l€, --el-o"' ~ = 2-40 f tf. 'R.-= 4eo~ (f? ~c;:,!T1c,-..I 9~ WkfU HtvS€ C;,f'-41,J -:S -~ 1-0~I j'1Z-\16= 0 1--011 '(..A.)-:::: "2.li.., p!f ~:::::. 1.""JOD \b (; \ 12.DE1'2-S -; ~ 0t. 'fl e:w l : Wfr(-,.eJf:V.£ "'=-fl'-N.,, 4'2-1-ol{ iC.lie, ::-'5~1-ou rrt t ~.o,'HAJ '2-: w~ l..!-cu!.E" '$fkt--1 == '"5.o '-01 ' ·;p..1G :::: '5/.,r::,1-0'1 -P~ 1-5440 Lb. · Co-J,i>1i1or.J 6: WA-:...Eif'ol.)$1: 'SfA-N :::= 4o 1-ou "iR-1 IS'= 4&5 1-~ \-\ : ?== £:17,::,1...-__ lb,. -4 ~fk"-E."S e. e, "-d~ \ ~fl-"-:-"~ e,. !o'-oi• r-r~ !O 1-?'Z. lb f '2.. -: \ 'Z. 0 ~ 1-t> \ b ·-... ---.. . .. ~ -·······--·;,,, _,,..,_., ......... --··-·-·---.. ~----·--·--·-·--. ~-··'-··-.. n -,Jo· : 1 4 •. A...:. , e~ -· --. --· . --. . .. -.. . . .. -_ _ \..,4,> 1rtoN . • . M gz:2.,...,.1"'\'1.,J •.• _ _ . _ . . _ . . ... __ ..•. _ . _ _ ______ _ ·=~·-:-:. ·_:: -~---'$f'liN _.:·4o_t-011 .• : 112-1 &-_:; :A ~1. ... 0,~1:~::.::~.::s -~\?it'~~=-e: '(;~~--~~~-~---~=-.:---·-:-·:-~~--~~ ~-·-~ ~ : _· ... _ ... :-·:·:_::-~~: ~-;. , .. ··?.,;_ITS( i~+i~:~zec ,~+i=z.)1 e·;;,;: S~lt:;i;;: ··: --· ·: -~ ·::.: • • • • • • ;-:; ;~~ -· -· . IJSt:: 4cai ?JJ 'l ~ . · ·- ~~~ & AsSOCIAl'ES 6830 Oberlin Drive, Suite 200. San. Diego, California 92121 · (619) 455-6681 · FAX: (619) 453-3947 · --· · ---~vr'A1='--.. DATE e-'2-'2>-11 PROJECT (1.12.L t:..;,-s·~4·1·64·5 -SHEET~~---~~--·: -~F .. :·~--:~-=-~ •. i._:_::::::::=======· ========· ========·==·=··=···::::::::::;:::;::::·-=·=···=··=··=·=·=·=========~J~O~B~N~~==·-=·-=·-=··_·=-=-=-=-:-==·=·=:-·=-=··--- • ••• lo,Ji:,, Ti c;rr-4 $ •• t-,1 S'l-l-~ 1.J e' . . 1 'Sf~ ~ 4o.1-oll ··nz10, -= 'SD-? 'f'::i' @-12.·.~·( 1 s + 11,,\ +· ze(n .. +,i)J e ~ ~~ l r,·e,J t., : : :w A1'2 l:5 Hou:;~ 5f/r1J ==--44'-o" ,-u.1s-= 51.,;1-011 1'= \.01'2-1.6 C.Ci-.\on,~ '7 : t,..,fe,z:zA-f-.l1J-JE" SfA-t--1 -:: '5 o '-o" iT""' ~ :::::. -4 ~/-o '1 -P~ \0L~")(.1~-H2-; -;::! II v/0 lb C.Ct,J.t'I ii c,hJ. ~ :. /,I.) /.,;('.,E bv"~ Sfk1J ~ "iC.i ... ,::P nz,1.e:., =-'5LP 1-d' 7 = ist.-C.E1C1z+1-i) -:;:: 101 -52 1b. i.;-:z_, I .J 01 Sf ~ fk1J e /3 I,. 0.::1 G, ; ~.)-:. Co(ll +I~): '2.1~ f'lf 1<.:= ~eo~ H~. W ~ Io l 11 +-1:Z) : 'Z.~O flf R-=-1-z4 s lb ~ 112.0<.:-a:s e... l,3 1 J ~ -sr-s~ e \o\ 1'124~ ~ r=-t4'i=a? ,1:, ·(2, f,-' ,-n..<,fi :· 1'·~. \'2. Scs'i. ~ · .. tJ~ .ctoGi.';; ,J 1-S. 1~ -. .. . . . . . ----~ !J'S~ 4D ~~1..t:·:·_1-a It.. . ·---··----······----.... ----. -· , .... ------------------·--.·-····----'---· -·--------·-···---. -• • •• -• -· ~-·----,• --··--... ; -~ •• • •-•••-• -n• -·--•• •••-••••• ----••• •• -• -•••• -•• • •-•• •••• ••• .. , •• ,_J_• . . . . -.. -. . ... -. -·-. .:·--... --... ---· . ~ ---· -. -. . .. -: . ,.. --_;_,_ ... .,. ,,, . NOWAK-MElJLMFSTER & ASSOCIATES . • '/ j STRUCTURALENGINEER.S . · · · . 5830 Oberlin Drive, Suite 200 , .. _ ..•. ~\ ~ ·_ ·_ San_Diego, California ~212:1 .. '.'. _ . .. . . .· .. (619) 455-66_81 ........ __ FAX:_ !~19) 453.3~47 .: _ ···- --~~-PM:~~~~~~. \~/'fl-? .PROJ~~T _: cric:.· Lo.,-sA:if4·e·-· -. . ~~~~-~·o:·1~·: ----~f: ·.·--.-. ·:.:~ ·~=~~~~~~~~·=·-·=-~'-·=-=-·=-=-=-=-=-=-=-=-=-=·~·~-·= .. -~-~---·=·-·=·~~~~~~~~~~~~~~~~~~-=-~JO~B~N~O~·=··=·=·=======·==··»-- J "P\:H. -. 41('5'~)( \ 1..) -'Z "7 ~Y$'2. \~ °Pu.. ::. . ~I (c;(...')( 12-") :=: 21 '5"5'Z-\ !:,, 'j'j:.'1 TS 1¥-1 ~ I/~ ; 71-'\ = l.:?11" > $?, I k. di. LA ~c,) ~ ~ i fJ IQ) ~ 1~ ~ 6'~/Jo r rJ'=l C r.., ~ 6 GVµ_ LL .> 'PA. ~~) -P= A\."?'?~-; l-lt--Ftc. ~ \?.e1""(.c.:a') =-f?'2-1e, t-'-h'l, /1;;,::: '5, 6'1 t~ t~: L,, -Z.-1 i._..; .r:.. J. fe ,::: .ect· .,::: l,o :;:;,:t... f"c... '· F.1,, -• -P~ = -4~( ~. S) (1i) · == SY .:\lv lb 'FL(.. ~ 'Po1... --== ? I 4-1""' lb, "i'R~ 1'=' s')(. e""·'14 · ~--. 1"? ~ '? ~1-.~4. .£!!::.. C A-1-sc..~ ~e,l~ED /Y<.1 i':-t.. if' ~!Joi rJGi · ?• 41, I 1·l:-t--1-= ft"--= I'$, 7 L ( t., ') :: 9,4, Z. ~,. 's--ti. fl,-::=. 5",ol k-;,~ t:h--'Z-7.,CJ !t.-s~' . Pe,... ~. t..,, ,Z.I k.~i 're.,..= 1-2 .. 'Z,'$ ki, :k:· +-_ }~ <= .L,'j ,:. \. O ,:,i,, 05!:: T'oi e,,._e, l<. 'I"\ L:.1,-J6" 3 -~ ~'-Y : ' -'-··· -· • --¥ ·-• --• ... -• --- .... ·--.... SL~--. A .. L. 'P~~ :: .. Aot~-~)(1£)' -~-i1.oeo l.b, ... .. , . . --. . . . --------····--··-.. __ .. . .. "P!,.L. '? .POL-.: -· . -~.-.-. ·.· _·-:---=.-· . ::-~~·:,z..1:'.'.-q_eQ. ~-;.~:~~ -~--~:.·~---~ ~:.::..=·.:~ ~ _:::·~ :-~ ~--:· . . -. -: _:: __ ::.:-_·.:; 0 • • ..... • ••••••• -~-··----· -··---·--·-.. -·,•·-----•-•••-•• 0 •• __ , _____ ••-·-··----•• • M_ .... ----•••• .. -.---~--•.. --:., . . . . ?i=>+-t.. • 4~,2.~---.. H~~-~,-~-~_2rCJ_\;..~'-'· :-~~·;-;:·7~,:~\ii.:, · · ~-~·~:~:::: 0\..0~ & -.. -Poe..= 4t (4e,,C11.> -= ,i~~•~ \b. .. .... -·. 1'7~ : 1'~ :s '2-~ t.PH~ lk. '?o;-1.== 41,2.\c. MA--<~-· Hr -e z.i:r'·o" U$ ~i-,cjl,(.114 · -·~-~.:.'tj . NOWAK-MEULMESTER&ASSQCIA."tF.S .. -··-.. ~ -'/ ~~ \ STRUCTURAL ENGINEERS . · · ···· 4,\ ~ · 5830 Oberlin Drive, Suite 200 .: :=·----~-·-·---. ___ . S~~ Diego, C~li~ornia_ 92121 . . . : . . . (619) _'.45.~-~68_~ .. ·.. :.: F.~.~t~1_9)_ 453-3947 · --~· ::.8-r?M=·:~:~::~~~~-,~ief-i .... p~~~~~~ : ... U¢.-· kn:~· 4:7 4 4s . • JOB NO. _____ _ . . . --p~·= ~\(f..e,(\t.,J +.IS{\"5)).::. t,4t,4l, [b, ... ·-· ' . -. ~. ?\..t. • "\l C4"-')' L1-z) = ~,z. ~~z.. u,. ·-Pot..= 41lt&')C. ~1,-s1 -P~... 41L1f>')('$0')(,1.,; = 2.1 (.,"7~ (k. = 't.'2. I ~o t[::., 'Po+'-=91,\k.. H~, '-'hJ~~ Hr..-= i~1-.o41 ... -rrzy T5 1~1x. '~ . 1'A = j-, '5 -~ ·,-~i;-::.,"-~- Cot--1,a, 1f-.1 tE0 /'-.".<, 1 io/1.. ~ e>~O t I-.\ Gt T";) -.:s" cs 1'-t-.A. -···.;., · .1 e 1-,' --·-z.."' :::: \ \. r~ 1 L.' ·.:: r,c,.., --~ • l -l -1-~ e-L . _•~ "' : ) 1. ~ J t,:) C ~k, \t...-.'i A,--'Z-'7 I(# ~ 0: •, A ~ ~ ,_. '!".-,.... ~ c;;., k.-s,'i .~.~ 'to. 4·'o u..,~ I : ~ (/,& • lb -,. I • -1 ti!.. 1•J -, ..... I A. ~ -.J-"-" ,-c....,.. ~.'4: ~$" ., .,... , ,. \" fc-p,:;, -------- '01-t::>Gt A. -· i;wtt-, ~ St t-"11 :...4-11. · r&L.. ::. e.\ (,e, ')(~1.S) --1-411s \b.. -Pn ~ z.., (.1 e,")( lf,o"') -== I f>9"° U:i-, ,I ,I \~\ \t • I),... ia.~-!-4' rrr -= -' -c, . i -r~1 ,-s s~is~~/1~ . '?'4 = .. ~o'i->o~,,¼. o-u. ________ _ ~t,ti.l~ ~t,11J'~ j ~1'41.. _ .. ···-· _ ~-== "-o ,.k... "'"-== t::l.d~c,""-:;. ...:.,..:·.., ·,--.. ~--··· --..... ---............... -.. -r ;,, ,._, . J....,.I -11,_ "/ .' ~._,., ""Hff . . .. .... . ........ _ -. ··--· • •• • ~--• ·-·-• • • .. • -·-.. .. w • ... .. • •••• ,,_, ____ ._ -~---~-}·t;11.~?,~~ -~:~ ~~:~.t~)-\=--.-~:-:-=-~== :::~: >-:~;~-;· :: ~):: :::?W~l -. --fz-1-t := ,SCI -~ . ---~-..... -- ·~·-·--------, ·-·····, -·· -· . ~~ .... -... -------r .i ----· STRUCTURAL ENGINEERS ---, ·--· ---· · · --6830 Oberlin Drive Suite 200 · · . --:::-~~~:::-~---,7 .. : ... ~::·. NO\VAK-MEULMESTER & ASSOCIATES ~.:_~ _____ _: ___ ~\-~.:.:: ... s~n0ieg~,~alifornl~92,21 ~--..... __ · .. __ (61~)4~~-6681 ....... ·-· .. f~: (619) 4~~--3~47 ,_ ::.:.-_ . ~~~ET ~~-: JL, .. .. OF --- JOB NO. . .. --.............. . .-· .. -·~o\.:..lft".'1-~ :ol4~. ~ t:t~cG?i...l ·. -A---,--·K::;.·;--;.,.·-.r~ -~,-l ~,1n-F.: ·= s:511 1 =---,~1.--.()0""'::. B1~. ~ _ ~~ _ :~~liv--i _ ............ i;;._ f· _,. "'.f~ ... ,. -;.iLv;1 ;,; ~ (A1 l)~\--,i,~sci~ Bi-4,v,; P--ry.p1~·. Ip M~.::: ~J:-"-:: .~'7'6. (~ I, L 2"r-1,r-J . I •• ~-----....._.. .. ----. • . l · 1 . 'SI '5 M KA-,G, H ' l A, L'!. \ ·@j··, . HA f-011. I s~rf: __ -i.-/ ; TSS',(,.B';(.'/~ fp::.4,:;,v ·MA-= ·,,e,7~ l.t..-'1ri, · · ,~ 1·',f,,,1 ~ '''t Ir oe:. ·"'~t., t-11r --2. \ r· \L--.. \ti, t, -'" <5,,_ -;.,.:•/I.. -P,r, .. ~ -z:1,,; H (,---I; 4 k..--;,, • 1-b-=-• '1~ fa -= '2-1 1'-"i::..; CA-1 s l-F'z--11 . 12.eG::i'o $ -== "'1 F'.= j I t...-e, :::: • \i.c:; 't,-, .s, -;! , o '2-, 0 'r-1\ 1 J,.. -\ v'5 .-, L., ~ f\ • ~r--= .os\i.- Sr.,. _.01"4 sr-:. , "~"1 ~~b ~~ U.-i-.lc:;i"li @.. t..\t 'i'\1.-0~~ = t.:,1-1 u ~e \... BK'-'7 , . w/ LL. H -\ ; ~ -~F. M::. -Pu.._~! ~ \lo•~ It,:~. .._ . . _·--:_·:~~:~ ~ .. ·~~ _:_ : --~-=-~~ =~~ --· -, :-~~ .~;~Qf ~0l~~~Ii0~~~-f ~::: ~-~:< ~~k ~· _:_: -~~2-~ [ --c r --• 'l ""° 'In, i>si C ~ )(. I Y-"'° · t.." '-') /..L-II--:-:_3 H"°" 'l -------------...... - . . . . -.. '/ J STRUCTURAL ENGINEERS - -· · --· · ·6830 Oberiin Drive, Suite 200 . ·· .-.: . .-~ =::.:~:~-~:·~-. NOWAK-MEULMFSTER&ASSOCIATF.S . -_-_ _ _-____ ... _ ~\ t. , S~n D[ego, California 92121 . . __ (~19) 465-~681 . . __ ... -· f~.: (6 ~ 9) 463-3947 _ .. :_ --~ •~ ~~;~i. ~-~::-~~ D~~E -~ O/ ~ -7 · · PROJECT ____..;C-Jz;:;;.;.._~;;;.._-~-'----":.a..a;;__4.,_J-'--'f"-4--=?e>:;;...._ ___ -SHEET ~~<:~\J:~ _ JOB NO. . OF __ • ' • • R .,, --• • . . -t, ~ 4-'SE1SK ic. M't,'-·=--;;oal2..i:;)· :::. 1.-,--lt..-rr;, . . . -· --. H~ ::.: ~;s-u.~--..,-=--12.~1..a.~ ~~t,,; . irz..y 'o/e/ F1u.rr wao e,;.. set?£" d,.2. Sw-= T .-==-e.~~ \;p - A-. ~ ~ ti>= 4 il "--lrn. 1,-:; .s~e \t../tf"I, 1":::: "~ ~/'l-f'I. ·-. -. t ~ = It 2 t-.(. L i-/,i ~ =: 4 • LI I,_/~,-,, f.i _.. • , n~ (, 1<>1")(,?, ')(:fo) "" ';,,', It./,,-,, ~ ·t)Se" ~•t )(. '\\ ')(..C}-ci~ EM6E10 T-e- A-rJ~-z. "b1VO fZ-t:Ji)'MT'S : . \F4{ _ . (:;_} ;,-411 ¢ ¼ 4 ,1 .J~r-J $,~ '2. ~u '"'Dt..+U.. , $fi2.e%,1t4 ~1~.J !/ ~CIZc'"O . ·, ~~--· --p::: l,4~+/.-1~ =-4-;1-z. ~ ,~11., -=-a~-z.e:,11,;. ~ =-\ I '1i.o/z. ·== 5'9tt:4 H,. 'i-::. c..-= 4t11 o tb1 °f?se> -:::: • Cf ( 1 44)( /,QO) ::: . '2.?i,1 \t. ¢ ~ °' ¢'t-l2 ,e>As + 4 k~ )}f~ ¢ r.. ,l/.S J_:::. \ ,() fd ::: 3a;,of~\ _,_ -~ re_ -... l!> , e;;,-z.. 11=>, _ :r ~Ii~---,15Abf:t :: \~eet\b, ¢ve---~~~-~ ~f/i--.~--:l~~~~:7_~1~~:-~ .. :~--~~;~~--~~;-~ ~61Je,;;·-.1~s1c;;.J .4" -s1+e1r12.·.·· ·. · ... _________________ ------------~:.·:_: .... _________ _ -~-: __ : ~ -{·c~)-~_ ,-.C> ~-· : ---·i:f ~1--~\~-: __ --_~\~--~~:~ ._; _~--~~-~_-_:~~--~~-;~~-~~~---~--:·:~-~-~-~~;--~;-:· :·~-_::.::-;;)i~;~: ~:·-· ~: :: --~-[ (~)i ~-(yt)--7:J ~ ,.0 : · ~:.:. --(~\ 1-; '(~)z~~-j-·;~::=~:--~ ~ ~ :--.--.. :·_=~-~=:~~~-~~; . n.. . 1~ :;, . . . . _ ... '·,. • · ---· '/ i · -STRUC11JRAL ENGINEERS · -' · · -6830 Oberlin Drive, Suite 200 . ··1::·-~: YJ' ... -·:·: NOWAK-~&ASSOCIAT.FS .. _: __ : ______ ~--~ .. t .. ~ :.-.. ~~npieg~, ~a_lifornia 9~~21 . . _ · (619) 46~-~681 · FAX:(619)453-3947 · --- . 'PL t· SEISMIC · 'n -· · \ ..l ·· -A"-::1'_ z.. \b -r.".'""""'.. •,oc.. -~ '."'T?l • . . " .. f-6-~-\ .. , Fs--=-\4'114 ~ ":,~ -~ 5i4-2l5 lb-7 "1 • 1 = c.. -=-·'&? ~ "t l t.:i • . OF __ _ JOB NO.--------"-- ~::: io41 +-· 14 ~q¾ --1'5~41. lb. '1v. =-1-l~v 1-b,, ~i-'4V?1i-ltn, "'isJ-?1~ 4 ~-('.. (_ •~t:>/ .j11 ,li; ,iv) n V-5~ (~ ~/41~ y..,,4-1[ ~-~ t.~-:,..\. 'i-""nl~ 'Sf~--~"7:::' ~-. ~\4. t,i.. "° L.L. 7 ::. . z,.q ~ e& 1-h C 1--1 ~ 0 ~~' b 'p;f,-(2-11~.1; LEl--lClTH @ ~'~"'S.!. e:;11~e,2 -:.-(./ _ J;E; Lo'i,.. ~ '1-i u w/u.-H ·t -· ( sn FFE:J...L82- 'Bj2.A---C:,~ e. l. ~-,...JI~ 1/J/ &/ e, ti F, 1.-l.t: 1"' LI; ' St ~E-. F" = 440'2-tb. HPt..+-u.-= '2'1'i[ICzs') ~ .,4'\10 \1:->-'f-r-., Mo...+M~-=s 3,~ei:s-½-1"?7--o'-"' = '50Gci1 t&-~11. l lj 1>t-+ t..t,. 6U.E';....\:frZ..r .!. f'I\J Gtt,;-J~6, 2-'li" · 1 , ,. ~ \u.:rt-t,..)',:;1..0 -~(.E'" j'b ~. 1, el i.. t'Affl-', Jl._ -----.F--- ·:, . u-s e1 r\~ v.1~t:> A1.,1.. Ar-o..,~0 ·1 '=Fr, l ~-= ·'M + ~ -=. ~e,. 2'& __ · _D_ .. _·-_-_J_ -~-:'ffF, t"-= 1.ss "/'in, _ _ _ .. ·--·- {11:::: Z~C\iko :=:. !> :r.;~l"I. --·· _____ . _·:.::. --:' __ .. · :~~-..::.~~ _ ·_ _ ... ~:-~::=., ~~-·: ·-.~---·_-~fn.Ji~~~ ~--_. :·.t_=-__ ~·~"!-~/~1~ .. --.-__ --~---L1:~--¾/ i,-~:r .. wM -~~-~o.-----···---,-----~~~ ~-~ .. ,._. ----·-· -··------· ..... -.. ·-·--.. ... .. . . ...... .. ··---·---~---:~.-.:: ... ~~:-=~=:~ _ _::_-: ~--: _:.-~ ... :~.-' .. -·: .. -.. .-·. :· -. -~---··:-· ;· i .. · ___ ···_:· · __ ... _. ·:· . --· ~ --~--:-::: • • ·-_____ JI -:.:: .. • II A~ .. 'S1VO, k~l~~TS··: ~ ·: ·:·,: _: . . . . .. . . .. : : ... : .. ·--~ .: .. : . . : : .--: ·:.-:-~.:JI ~TIU3J!q~ 'Pe-is.1~~ 1~· 1.+~t.. +·1.:·i l,t,;-=· 4~-~,f-·lb~. ·: f;.c: ~: "i 9 -~111 t~.·. : .... ----~:~< ~ I ~1'V¢ = 9t-84 \b I J~;~r.>o .. \ \ (,,Z.O \l=,1 ···- . . . ·----·-... ·-.. ---··--·---,.. __ --· -·---•• -• u .. ·-------·-·-----------· . • .. -~ -:~:~-~~ .'7 .: ·:. . NOWAK.,MECJI..MESTER & ASSOCIATES ... ---. ~ _. -----· STRUcruRAL ENGINEERS -, - -· ---· · 5830 Oberlin Drive, Suite 200 __ . -=----------=--,.,! t.:.~~:. ~~n Diego, Calif9rnia ~_2121 _ _ ___ (619) 455-6681 FAX: (~J~) 453-_3947_ · ···-_ • ---·--.. •-• HO•••------: __ e'r p~ . --. DAT~ Io;-,, . . ---· .. PROJECT ___ ~ ___ -....,_-=-·-· ..... l..-m:e>.........,_---,...· 4_.._1 ......... "4: _______ 4._e:> __ -----SHEET~~. V9 OF -- • ------------------------------JOB NO. _____ . ____ _ . ~--. 22'?, ~ 1i'li%. At.~ 1qt, i 11:. ¢ ?~-= ,s·o,4 1" ~~~-= \ct,&lc.... ¢ 4c.,-: \Z,£,U- ~e,i,,Jn::;> l~~Lc:,7J .f' -s;-f~ l .s~ 1 .''iZ 1 • 1e 1 , ~-' } Gil. - "$f.4-'N :::: 4o1-o '' H~-11 s k.-<i- 1<.-= \I .. ~ fc:. US(E" ¼11 )C. t:\ v.~, -et e.M &.n, P-k.I/ (1') ~ w ¢ >'-·f. tJt::~'$c-1J es;-.ro-si - C.VoH. ::::~~Ci';)+ z.o), +· '50. = 5,~Ft.f ···rP-f w1e,~~o ·1"'1r: ~o~\ h~\ a yv -:: 1,. k,..,.,1 tSa A -:. I, e,e, ·,,., ~ L-/z,.5'1 ~ 'P/2-ov, 01: aiZ-/,-c.., , ... L:~ n:, "t:> I ('-ri' ,~r-re--ir-1 €. 1.o 1-O'~ f D',(. =. 9 ,-; "-~'.I ~ l~o =-\~; \--~~\- ---.. ··-.. ~---~-.. ~~I? ioL -14 ---··-~ I'S.. ~ 0. -----·,-...... -· . -u. . . . . . . .. . . . ... . .. -. . . . . . .. --:-.~~:·:·-~::: • -•• 0 O o •ooo •• •• -••• ,-,•-•• ~ ~-•• _ .. ,...,. _____________ , __ HO_,.,,_,'-·-· •--I•••••-----·-----·--__ ,, __ O o• ••--.-.--'- .. ,... . ... . ... . -.... ··-----------·-· -· -··--·-_ _. ___ ···----.. -·· .... ---·· --_______ .., ... ~----:-...:__;_ -.·-:_ -----·-••• ··----·· • .... , •• 0 • • -• M> --o•• • •• ~-0 • --~ ~-,--~-~ ... NOWAK-MEULMFSrER&ASSOCIATES ~ -·---· ~-1/4 ,· -· -· STRUCTURAL ENGINEERS . -· · .. ·-·· __ ... · -"-' · · · 6830 9berlin Drive, Suite 290 =:. -~=~=----,~--~--_ -.:..: ... ~anDiego,California_9~121.. .· .. :. __ . · (619)466-6681 _ __: __ f~: (61~) 463-3~47 __ : : _ :·~ • ~ 13·/ ~ 5:tr.:i . t::,:,. ~ W 1!-l? • .. ~J;~-=-i 1-; f (+ l,,Jy.J ·::: I LPO f ( /, -~~ !!:::....J-P~ 1 J? ~ /;z. l '201 ~ w ; 1'12- l 1 f }.;:: \(.,. I'S ~1 c,'I(.. f.= z.;, k."7~ ~ _ A.-= .~1 :-n ~ ~"t-CSO -'3"4c<f' e / ,Z ' &:, I J-1"' '= Z2, e, ft..-Ir. Ho -:-:s, ,~ !i-?r.- . . r..,s~ w 11.&, ~ 2-lc, w / ':'\ -~""~ ctt..r....c._ c~ e , ,z '-~"' u 'Dl-+ t.·L -po:= 11, 1 "2 o I b, w-::-'5o rtf ~ :. 'S1 I 1 [L. ~ tr t '2.;; It.-+. -:::. 'lf, 3 {l..--h. h-9.JIL.-r-.... -. ,., ' +~ =. \C\ ~~~ ,, -= \ ;, ~ k..~; .. -·-··~---·-:. ·--•:----. -·1 -·~:t7·. --=~--.. i· '/-£~\: . ., . .4\ ~ -· ---' .. ---,_,._ . -. - NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS . 5830 Oberlin Drive, Suite 200 San Diego! California 92121 (619) 455-6681 : fAX: (619) 453-3947_ -~--··· :··: ··:_ 1-: _ _:-~~=y-::::::P,=·~=·: ·=· ~=~:-=}~=-~=~T=_e-=l=c::>=/1=·· ,=· ====PR=O=JE=C=T==4iu..====-::L:d,,-:"·:4:·,=· ':·:4:e,::::::::::=.s.:.·:o:.:~;:...:.N.:.::.:..:·Q=-:_i= .. =\ \=· ·_=· _= _____ =O=F-=-~=-·=-·=·-·=·.:-~-- • •• t~ ::; ? , :5 'in , t.m ::: 1 , ,., , fui1 :i.. (-~ = St#~ ~-=-\ lZ::.-~ '2. f)b = -;~c,-c-0 ~:"?~ r i12.·~--i11z. :::. ?,1s-. u,;.(.r, ·e = t.S. (.. (), ~-e ~ 1 + ;~ -== 1, o t ~e =---'61:,~t='\ :. 'L.::: · \ 41 e, lb / U-;- 1<.e@-' b ~ft<.l.u~ ::. -~'-~H-. ~f'· ( z. re~ sl~~:·: 0_i~:'y_ = '2 '.;. -+L ~ . L'" -. ''I! .A ' -. . ~;;. L,... .. ~ h'-1 .., -;;,_ use--~4t~-¢-A,-s'~·e··· ~'-1.~t % :; ~ ~·-s Pirrz. e~~ c> \\ ~ f ,4-,A~ M ~ p.J , WA1.vs.: f'M-AU..~"1-Tb Dwj "01.;.. i-LL -::. \"1'S f\r C:,11,;"'.-') ·-zJ.. -:: E,~o ,u, / ba,1.;-( ._,\, .o . .;. gA) r(.~0. 1 b .,..::,f /rC,U...i~ -::: 4' I... IO'< o/i:::.. T-'= q O 11 /fr: ~-== \?~ l}j~ e= -:s,s.,5" Fe~ -= 4o~ l U, k.,:, :: 1 .. 10 k.1 '::'.. • L,:,"7 :,, Z= \l\\ \t.-,_ ~ \.-o s: '-'-~ = \'o/tx='\ r ··--·----·---. ·-------------·-----·-- . ,. -. ----·-· . -· ... -----. . . .. . ... -.. - ·--< • -• • • ---• •• ------·. ··----• • -------··. • •• . . . , ·--·-·-----··-·-... ··---------------·· ... -·· ----·-· ··-· ----·-· ... -·--· -.... -.,._, __ ,. ___ ... ·--···-··· --·----·-·-·--·-;··-:-·-·-·······---.!..---..... -:---·-'·°i • • J ID . NOWAK-MEUI...MBST.ER & ASSOCIATES . STRUcrtJ.RAL ENGINEERS , 5830 Oberlin Drive, Suite 200 Sa,:i Diego, Califo~nia 921~1 · (61-9) 455-6681 · FAX: (619) 453-3947 · · ·- JOB NO. - /(),i" e !2.c--=--r 14, 1,, It. · · a.x~i.JtMf-'..<.. C w-r Cf p..A1J.~ ~7-4-',.j.-~ I':,',/ j-1; ~ 2,.. --Z. f.<I.J t t.l ~) -s~ ,Ar.,"-· K i·rz.1-t-J.,t ,Je se ,""JL, 1'- ~--~ loi.J c... -:=. Se tit.., tc.. ¢ le,JC.' lc,.,v,-1,-1 per'-;/-dZ..U,f I(... >"'> R.e"O. \ t;> • .. ~&ff_~ • 5~ .. (. 10·. e,·-4-·· A-c:,i°; • S {~) == ~O'i ,.-,-:. A'&"" I .J -==-• 0 t ( $~) = 5 .oet f,.,-:. ~ \-z,. t;~ : SQ., s.~~· Abos. 5,-z..fb--.-v:i-i. -r1~ f2-£ a· M·rs ·ti:?> 1-1~f' .,.,e-s e ,z. '1 "/c.-. ~+Ke-~ I I'S> ¾. C-r~4w4"¼r)-::: °l-4'? \',--6-. L-''5(:' \011 SGI.~ f'-w/ "7'1 C.../e, ~ "$f'A·C.•H•l~, 1~~ -~-,g(\D~{)~ =-~.-z;:\ ,z.. u G}Mi,~ ~ ~-:: ~.i:s('?,z;; 1 :5) 1 ::;;,i.~0( -=,-~) -.:: '44-,t,;~J -10'='()2.. :, ' -.:::: ,Z. 51,::, '-;"'. ,~c.. U~ \.::, \'-t-1f t -'~L "?-tz-~~ =-'30,, k. --;y,, . . . . .J. -e,1--1... "":·•. ,,.,., .... 'v._~i i/~'.j"-~~~; --· · ~ -· .. --... -·~ . ~ ... __ .. ~ ·---.... . --' . MA,c,. >~b1,Je>--__ ti«.,t¾.. j,. M ·: ·--~-•i-:;~ ~---:~:,i-~--~--~~.,:,x:,;:.-.:· : -... · -------·: :~·:--:- . .,V l,J. e:1-1~NI .... . -. {-~---,._....,, ,-:7 I·. -... -. -... ···-······--- . . . ' . . . . . . . . ' 0 . l.v~ r-'~,~~IC. ~ ,, ( ,t. ~~L -~~'> ;.· '2..e;LJ-s D)~ = '5,'1 k. · Wt,:::,".) l1Jl1?o)-= • ~z. "-/.fr. · ! -:--•f ·-: • -• • -! ::.. ' · • --· -· --I · : -• ' • . ' . . ! 1 ' • • • •. -•. --··-· ----.... -·-.• --·· --· • ; • -i ..... -· ... --· -.• --· .... ------·--.---------------------;,,------------------------------ .: •• •• -.. . - • ' • ! l -· · ··· · · NOWAK-MEULMESTER & ASSOCIATES · 1 . . . . . . r . . . .... "stRucfuRAL AN°i>~ crv1i. ENGINEERS. . . . . . . ; . • . . . . . ···-· ·-. -----·----------·----···-·---·-··-··--·-· ··-. ' . --. -----.. ----J---.... ---·----·-·-·-··-..... -·-..... • I " • 1 ' ' • ' ' • . -. --·. --~ r--.. ----··-... -... ;.i .. ·----~-... -·· .. ---. r··-. -; ---·· : --F;-. . .... -...• :-.. ..... .. . ... . . ... -~-,UO .. 1.-~A-:O.S. 1. . .• ____ , ..•... . -· .... -.. - R -I 1 C o · ""---~ z · t.·· · -· -·--1,i ":"'". _."1 ~ !i-1 ... ~.. __ ,o __ ---.. - -----------·-----~---·---·--'----------···---·-····-·-----····----------------------------------··-- .. . ··---. ----.. ·-. ---r . . --·-. -. -. ! ~Airz. ~a..J~~Cf]i:~ ~{~~T ~----~-'.""BL~~-:~-Alf. B .. -. ----~----__ ~--~ . ·· __ -~---·_::_~:.:·~. ·: : .. MAY.. -:::: · ~ o':b\1--· ···· · · . .. "-'$ pM'-l l -·-·--·---. --------·---·-·-· ··-··· ---·-··--·-----·------·-· • · 1t • ,. •. I ... II· . . . . . ;2.l'S>t=°, v,i'5_ ... ~,_..,_ ,~ :I· .tO -·· ___ .. __ ...... _____ _ l • ···-·· .. ----·--------------------. -· - ·-.. . •--.. ;-· , , . ···r· . l ---·--------.-·----.. ·---·----... ·-----~------·--------.--·----·-------------·-···-· ---~ .' 11/03/97 PCACOL{tm)V2.30 Proprietary Software of PORTLAND CEMENT ASSN. Page 1 11:37:51 Licensed to: NOWAK-MEULMESTER -Jc...-\ • 0000000 00000 00000 00000 00000 00 00 00 00 00 00 00 Ob 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Ob 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 p:r;:-ogratn for the Strength Design of Reinforced Concrete Sections -· =====-========== . ===========. ============= -============================== • Licensee stated c;ibove acknowledges that Portland Cement Association (PCA) 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 i,mplied 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. Th~ final and only responsibility for analysis, design and engineering documents is the licertse·es. Accordingly, PCA disclaims all responsipility in contract, negligence or other tort for any analysis, de;sign or engineering documents prepared. in connection with the use of the PCACOL (tm) program. · - 11/03/97 PCACOL(tm)V2.30 Proprietary Software of PORTLAND CEMENT ASSN. Page 2 -11:37:51 Licensed to: NOWAK-MEULMESTER J~-'2- •• •• • General Information: =================-=== File Name:- Project: Column: Code: AtI 318-89 Units: US in-lbs Engineer: C:\PF-PROJ\97-044.COL CRC Lot 47 & 48 Exterior Cone. Columns PAF Date: 11/03/97 Time: 11:34:28 Run Option: Investigation Run Axis: X-axis Material Properties: ==-= ==· = ========= f 1 c = 3 ksi Ee = 3320.56 ksi fc = 1~32275 ksi eu = 0.003 in/in Stress Profile: Block Geometry: ===·===== -Circular: Diameter = 3-6 in 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 Rei_nforcement: =======·====== Rebar Database: ASTM Size Diam Are~ Size Diam Xo = O in Yo= o in Area Size Diam Area ---------------------------------------------------------------- 3 6 9 14 0.38 0.75 1.13 1.·69 0.11 o.44 l.00 2.25 4 7 10 18 0.50 0.88 1.27 2. 2-6 0.20 0.60 1.27 4.00 5 8 11 0.63 1.00 1.41 Confinement! Tied; phi(c) = o.1, phi(b) = 0.9, a~ 0.8 #3 ties with #10 bars, #4 with larger bars. Layout: Circular . 0.31 0.79 1.56 Patterp: All Sides Equal [Cover to transverse reinforcement (ties)] Total .steel area, As= 5.2~ inA2 at 0.52% 12-#6 j Cover= 3 in 11/03/97 PCACOL(tm)V2.30 Proprietary Software of PORTLAND CEMENT ASSN. Page 3 11:37:51 Licens-ed to: NOWAK-MEULMESTER ~ C.·~ • • ': ' • Bending about Load, P (kips) X-Mom . (ft-k) Y-Mom. . (ft-k) N.A. depth (in) ---------------------------------------,------------------------ X Pure Comp. Balanced Pure Bend. 1159 424 0 -0 432 312 Program complet~d as requested! ~ . -0 -0 -0 103.92 19.09 7.90 PCACOL V2.30 1159 -. 0 ------0 - 0 y +x 928-+----'------_..___ 0 0 0 36.0 inch diam. f'c = 3.0 ksi fy = 60.0 ksi Confinement: Tied clr cover== 3.38. i spacing= 6.63 in 12-#6 at 0.52% = 5 inA2 Ix= 82448 in"'4 Iy -82448 in"'4 Xo = 0.00 in Yo= o.oo in Q 1993 PCA (/) p n k i p s Licensed To: NOWAK-MEULMESTER File name: C:\PF-PROJ\97-044.COL Project: CRC Lot 47 & 48 Column Id: Exterior Cope. Columns Engineer: PAF Date: 11/03/97 Code: ACI 318-89 nits: in-lb Time: 11:34:28 X-~xis slenderness is not conside~ed. fs=O fs=0.5fy Material Properties: Ee = 3321 ksi eu fc = 1.32 ksi Es Betal :::;' 0. 85 Stress Profile: Block phi(c) = 0.70, phi (b) 433 1Mnx (ft-k) = 0.003 in/in = 29000 ksi = 0.90 . _____ ,_ . -· -----·-. --. . .. -----_.., ·-. . ~ -..... . ·---,_, . . --· ··-.·.·~ :~AY/~:~ !!:~~ & ASSOCIATES ~-_____ :c .•... ~:-·--·:--· _J\ --~·.:.~~,:i_Oi~go, Califo~n1! _9~121 . ... . .... _ J619) 455.~66~1 ... ·. · -~-:· f.AX: 1s1~> 453.394:7_ --~·=:.::::.:= SHE~-N~.-·M 1 -o; ·--· -·-·----=--• :~_:·~?~~~~:~~~T_E= t-ie,°~-1··:~J'ROJE~; C,12,e_,; !...~~~ 4"1' dift, .· ... -. · __ .·. -·-.:,_ ____ .,_ -... ·:·-____ ..... ····----.. ·-.. . . . --·····-··-··-·· -. -·----··. . ·--· . JOB NO. _ .• < t"}e1~ jotSt'~ eL-oG, A ~ l13L..D(n S. --~ . -----. . .. . .. A.. : ' --"'S.O~ e, \i -,1 o1-: ,. . . t..L. '"'o 1-s, 1 .. ;;: ... nJ C:j !Ji} . A,;... . . . . . - w-==-\1'S'3 ( '2.t..--+ io-+ ,so J = \ ,ie, pr+. \J e:r ·n2.l.1$ j Q !Si' ,-J t ~ 01 $ r$ I '?fA-N . ..> C,\";>'i .\ z.' .... ,l \E>'-c'' iz.01-0 i, . ' . !Z'Z-1;..o'' 2,4'-~pl! ·n;I 01/ . 't-'7) - . -a o'--01i ~T""L...,. · l'pt-f s -S~Dt:A A -: ~t'l e,. L1i.JG p . ~ + L.t... w ' ; I A '1 i ~ l ~ s C.. f , l 1 ~ ~ i.) \ e:.:s C.. p...;,\\ 'i~\ -ss~ . . \ f:;," 1' j \ 5~C.. . ~0 11 "r~ \ !,~~ . z O ti ,-~ \ ~ ~-C.. ·-eo 11 i~.l SJSC A\;.1° : '2 2-11 ,-..) \ 5S c... ,Z(pH I~ \- " L..i ... -A ,i:r Af:,-::'-l'~t . .A ·· I,,,;; •• .. • ..., ••.•.• f ... \(. j ,;,, . . . A"" .. . :t4 .. ~ ... '2-1_ .. _.di _lf~.i f; ~-~---·--f-,i.~' 11 ~--,4 1 .-r:~-=-·~1c;_k.....,:;_ ·<·--=::~-~:<:·: ···· --· ··· ~----&.~~ · ~· ····.-A.···--.--,.·, ~~1 ~--~~ ~: ---~ -~ .. --~.1 --~~ ~~.,._,-!; .... ~:-~~~~:~·y· -~-P~~-... _· _;~~-----~~ .:::-=~~::.:_~~ . I"" t,.,. . ~ei,:;:,i.-Ji.:::,1• •;,,,..,.: . •. y-.-T.:. ti#f. /., -~' .,_ -~ . ._.. . , r I ..•..•.•. , , .... .. .. . • . •• .. . •• -.... ".. . rr,.-, .. ,-r,•···-· .•.. , -.· ··-····-··--·-·· ··---·· ······--· ·-·· --····· . . " ..... -·········-•. ···•· ··--········· -·------'-· ·-. •,-........ --·-·-----. . -·--------·-.. _ .. ·_-_·..:-~:--~ ::=.--:..:.:::·::. u .$~:J.JJ~tA~~ 7.-~:~:·:::.-~:==:~~~-~==-.-:.:~_·:.::::~:~= · : : ; 7 =• .. --. : ! .. , ... ··-----~--. -···---.. -----·-······--······--·----··· ---·-····-:-··--7'~ ... • • .. • • • • • .... -< • • -··. • .. • -• ·----·-__ ., ---. . . . . . . - . ~ --~~---:-~--~~~f-~··:. ----~~~-&~S~~-. · --· --5830 Oberlin Drive, Suite 200 · __ -____ .. :· .. ~---· -~::: _ Sen Diego,_Celifornie_92121 · : . :. (619) 455-6681 . :· FAX: (619) 453-3947 __ · ··--== • ..• ~ .. _SHEET_ NO. ~ '%, OF . -.. --··---- ------------------------~-------~---JOB NO. . . -. . ... · .. : ·1-r:r . J,~i-_ .. ;------w. WD-1-1.-::. _( !~'.~')_(_~t,+.~o-HSo):·+Ao = \o~e:;·e~~~--~- -~ = L:,~o-o 11,. - ?1, ~ -4 \~ \b, -k -.L .t .,.Y 1i<.. \ -: -z.o e:1 ~ t b; ~ 1-::. 'Z-1 I 1,,"7 I~, W-'{ vJ \ ~ "'-~{) f .:: iz. k;ri <. ,z~.1 ~~ ~ . / .. ?,'<> 1..-.'i .,,. .. A ~ f .. 14 \I"') .::::. Ysi'r> Wi,+L.~ i;,lVJ+z..o+iso"';+4o == ·'>WyLI. -r't w \4.,.:;z2- fb = \(.,,~~~ ~ ~ -,, .\. -. ,_.,, T" --'--~ ~ A,. : , 6 ~., ~ !.-/~1.::i ~ _ . use. w 1,4x.z.z. -. ..,_. -. ·-.. --.. --.. ·--. . . ·-. --.. , ----· .. -~ __ .,. __ , -···· -____ .,. -·· ----·--~-------------. ----. ---, .... -... ··--·····- . • • -·: ~--_• • ·-::·: •••=••: ~--=·-·---=:~-:: ::_M_·,~~--~ · .. ·-~---=--:. : __ .,: __ .__•-=-~--:=··--=--~, :_:_,·,~-:~.--,.~--:--=~---••-••; .... : •• ·-· ·-· .,4 _______ .,.. ________ • ·-··-.. ---·--· ·--·-· ... --·--··----·-··" ----········--j-·--··--··---!,~' .. .. . . ,. .. ..... ' . . . . ........... ---------· ··-. . . ·-.. ---... ---.. ~. . . ---.. -----·---- --· .. -----·~ .. -··· .. . -··------------. ---·--· -· ------· ---·-·· .. ---. ~---: ~~;~ :.;;~11\~\~ : -· -· --~-4\ ~\-· NOWAK-MEUUdESTER & ASSOCIATES STRUCTURAL ENGINEERS . . 6830 Oberlin Drive, Suit, 200 :--·. ---. San Diego, Ca_lifornia 9212_1 ·-· ...• , ... . , ·.-(_619) 4:66_-~681 ..... _· __ ·_ F~_: __ ((!19) 463-3947_ · : . .:.~ ·=-• ~~~~i?Af~--~:-~:;..~e · 10/"'1· -:· PROJE~T-· ui-l-er: 4-, 11 s ---. ----.. ---· -·· .. --#-----. -. . -. . . .. . ----. ----·- ~~ ~ £-1,.Je:; E-5 SfA-1--1 =-::;C)' M? \l,4· ~-fr. ~:=-"2,' ! ~ 1 \'" rz,-:::.~t.\b !Zz.:=-I B ~ \B'-o'' ~ $ t.~r: f,S ~A-1J. = 4 '$ ' ... cf" M :: 4,s f.4.. k.-(ii i<--= ~ o: .. ,s v_ · JOB NO. · , . . CA.'~;1,,, ~ C. 10+ 7,~)( 1..,~+ 'ZO 1' nls-P') J +-,4o = \4Se> \':;1.fu ~ -rF--"f WIE,~~ (t-lf-::: Hn·l/..tt"" Lvj w.t wr =-t:::.;~tlj) :·: /e1 ~ z:z, ? k,,t,.; t:,"1/_ f =-;,4 lt...J z&._ A= f. IS l--,-, -:::w.. t./1rt-01-'-- !)Se" LA) 1£,-;,c:· 60· -·. ~AU"': W 21 ><. 50 Wi, -1-1.. ::. Z16~ -zt.J.+7-o +-,i-{)L~')') -r 4o == -Po~!.. = \4,1.,, \,_ -r~ w-,e~~s f}; ~ 11,.:-.,· ~~ ~ '2-"?,1 o-v ..... -t-1,;:. ,s,e, w ~ A :: .:;; Z. 'i-·t\· ~ t.../t.,"1v ~ U6-rg W I 6 ',l..S'=» Wp,1--1,.-= :Z.I (tll, f-'? o+ ,i (50)) f-lCO ~ \«a::t:o."\ it~ .. "iP..'j_ -~ 3~'!..~D t-:: -2"1,'? 1'.~ ~ . . . _'/ t/ -::. . ,z. i~ {~~ -~ . ~ . . . : . . . : ·~ ~-~--.,':~~-~ ~~ ~~-~ ~ -~!~1t_.-~~~'-~~--~--_ _ ··--..... . ' ' ' --·· ·--------·-------·-·---"'" ·--·---·· -··-----~---· -· ·-----·-----------·-·· -.... --·-------------·-·---------- .;....,_ ••-._;,_ L •••-•--• -• --. -••••-·•---··---•••••: '--.•--o".,•---··-·--·-•--, --·-·--·•-·•••··----•••-••••••·-•-•------•••• ,..,., •••,•••--~-, •••••• -- ·-· . -------------· .... _ ... -. -.. ·-·--··-----···· ---. ·-----. --_____ ,. ____ --.. -. -. -.. -' -, -· •... ,. ... --........ --· -.. ----··-· -··-··· ·-... . . . -· . .. ---. -, ·-. ·-·----···----~------···· --.. -. . . . . -. -·-·-·--· . _____..,..--,--··----· ---~ .. ---------- --·-· -----r J · -• STRUCTURAL ENGINEERS · · -· ----• · · · 6830 Oberlin Prive, Suite 200 = . --· _-:~:--~: W' . -NOWAK-MEQLMF.sTER & ASSOCIATES =-__ · ·--___ ... -~~\ ~~:, San ~iego, California .92121 ·-··--. . . . :· _ (619) 455-6681 ..... : _ _F~::<~,9)463-3947 ... -. ·-·- • =ix~-~~==:_-~~-,:~:·,oµ;, :_·:.·.·f~OJE~T ~ :C-iZ·.~ 4i .j. 16· SHEET NO. ""'11 . .OF .... --. -··-.: ---·------·-----·------·--... --·-. . ---.. --. ·-...... ' . --. -. -------·----... ---.. ·-- -·-. ---··----· · ·· ·· ·-·SE!A+-1 . e L ~ e e::i 'St~~-'?o.' ,.._r:," M ·~ \~~ !·~1i..-~ . J:?.-.: Zv,\ ~ -- . ~ @ l,.t t.Je-" ~ I 0 -. -... -- "Sff.--r-,l -:: °M I -L.,. i+ lf·w ~-J.. 1 I ~ 1'1 I R-i. 17 1 l 1 -1 t t .r . • ~ t.J. JOB NO. . " .. w D~ i-= -z._i-( t.~ t: ~ r .t1i~~) + ~o ==-t 1~ I pt./-. . -~ vJ z.4 ~5'5 IJ, --'Z,O,l.,, k.~ ~ IV ~ ,z. \ ~ \e...;~ -e_'.L--:-. . A -= •. e1 ~. l-/44{ ~ . -.. --. L)-Ste ~'2-4 ·iiss ~.-< .. :::: (\oJr. \:~?') ( '2-v r ,.._P+ .W . .'5o'J.) + 'Sq__:. Jo5'~ f(/ _.-.. -p:is z.o ''i "-11-== ~t::t IP It.· '1-; 12,-= 2,.S,1 It. 12~ =:; i°e,, 4 IL.. : -rP-y 'i.0 '2-1 ¥-e 1 tb = 2-~,; ~~ 1.,· ::::. 2.~ ~ li..~·1 I.,, A :::. ,:74 ~ .j . I · wPt.-'--=-, ,.;:; (-io ·+ ~ t i::so') +-4o =-~ ,~f?::, fl; ·· 1'*'-==-'2.o oAto \I.,, M == .e,1 4"5o t.~,4, .. , ~,= 1~1(0_Jb . 'f<.-z.-= ~·~C?: I~ .. "f .... -·· ..... ·-··--·-······· .............. ·--·-· ··-·-··· ~ -• ~=:-~??-WI'~.:~~.: . ·. ~-.. t ::~; ~~ ~~~-:~ ~--==~~;:~i~-;~::~i~,:: ::~ •• : ;-~~~~ .. · -. ~-~-'7 . NOWAK-MEULMFSTER & ASSOCIATFS ... --·· ·· ~rt J STRUCTURAL.ENGINEERS ---·-.. ~ .. 6830 Oberlin Drive, Suite 200 :~ ~----.. ::..... .. _ _ _ San Diego! Califor_nia 9~121 _ ... . . (619) 456-66~1 ............. fAX: _(619) _453-3~47_ ·_ : ... ·:= .. =. ~::·:~~-?~:~~--~~~TE i eei1,., ·1. ·.. . PROJECT:. . tliee t.:.c,-r 4, # 4 e... . . ·---············-··-·--·· . . . . . -----. ··--. , . . . ---·-·-.. -···· ··---·- SHEET NO. ~S-_OF .... -·:== JOB NO. ______ _ ~~ :::. '2o1-o"' M :::: 4 , ., · ~-..fr- • 12-= ,q 4 (t CSfA-1-l ::::: ~ o 1-D 11 \""1--\~~ It-~ F---= z.~. e, 1~ --. _,_ -· ....... ----------.. -. . . -· -... Wp+<--= • \ kt+ ?-==-\ (.,' f;> ~ ~ -::: ~~ I'-.-6- 12.. i \";, ~ \',. ~:.-:::. 5,z."- ' -r~ ~ 14')(. z,t.., f~ c. 2-·~·_4 I~ ~ f, --?,f:> '"~ e.:b. A=-• '-P1 iti ~ !../~~f i, c=. 'Z.'21"1 ~.e,j ta""- J.., -,:. '2 I 'o'7 k.~ j tl I A.=-\,c;,-;.,I'\ ~ '-/s,4e, ~ ....... -!-. --·--. . .......... ·--·-. ---···--. --. _,.._ ..... ----.. . --------·-·-·-····. -· ____ .. ____ --__ ., _______ ... ------------· ···-·----... ---~-... . . ....... -------· .. ----·· ·-·-- ' . ·-·-... -···---···-----·--·--· -· -----... ------. -·-· ···-.. -·---·· __ ..,_ . -· . . ---~ --··--·-----~-.... . . . --_.,... ... -.. --... .. -. ---... . --. --. --. --.. --. ·-. -. --·~---~ . ' ; .. , :·· ::.::_ .::._, _____ -:·:_.:-:-:-=~: ·. ·,··· -• I --·-·--....o·-·---·---·----· ..------------------------------------------------------------ ----·.-·- NOWAK-MEULMESTER & ASSOCIATES;_ l-_, .:_ ___ .. ,, -----·------..J-.--·---. -·---.·-·-··--·. -... -.... ---·-· ·t _____ ,_: ___ ---_ -. -!----···-·-----,----i---.. ~ -04.,_,.,:_ t ------ ---STRUCTURAL AND ciVIL ENGINEERS ····• -··--· "7"-· i · :·-~·-··:-·-: · · ·-· ·-· · · ·----· · ' -I• _,i;. ____ ,_. ____ •""•---·•---·----••••••------· •·-··-·- . ~··-~--· t----------------------------...... -----------------------------.. , ___ ---·-··-·· ----------------------------,--------·-····-. . ' . . -:· ·--······. --------·-----·-·----.··---·--------------------·---------.. .: -- . ·--~-PP+t:··::· .'?i1·:~~1)i:t~.:~.:-:. :~~-~ .. ~~=~=i=~·~=~~~:~.-:~·-·:.~.--.... ··-·-· ·--··-·· .. ----.. .. ···-·-1 .. r -·····-·-·-. ·---,·· ,:,.· ,, ~-1 ~r.-==---7.i:::.~ ,, '-• , ~?, ·---,-.-w--1,.-._ M .;_ ~~s.s .1~4 ----,------i'--_..,.... __ . -: ·--·. ·li-::.·,z.z. '~-~ . -.. -·· ... -·. ~: -·~_.·~_;~_·· __ .. :~_ .. _:·._:~_~··_···....,···~-·-· ----·~~_:.._~:-_· __ -:_ • i • ~~ ... ·-··-----· ---· ------------------------·· -·-·-----,_. ~-~~~~ w i1 "'e4 ··: ·.~:::-· ... ·-·-···--·-.. _: __ .., ,:-._ ,z. "2... .• ~ .• /·. ,:;-· \·, 0..-.2.-l,--:.~-·0-.,.-J-· ··=--, A.··c ~ t../..!".~ · -de· - -7 ,... ... ,f --,;,;_:;i_ ~------,-. ·-, l7lr'\ -···/"i;,"/IJ. ----. . . ···--·-------------------· ~---·-------------·-.. -------· ---·· ----____ ,_,. _______ ------- •• ' '; -----=· -~-.! •• .. ..:.~ .. -=- -s,c:-. ·-·-·~·· t.·; , ~ .,.. o A· ~-e. .. ::::A-t4 ... i=-11',J..: .. -? .•. -·--· . . • ~-., rt> M ~. ·ii I?~ l_; tr. R ::=. \VI"; .. \i..: . • ~L~-/.") t:.(iJr::' """7,.··o· .~11.::.--~-· ... ,. / \.,_ ...e:1::.. ------·-· -· ·-·----·-·-----····---·--·-· ....... --.. -::..:. '-/14 ~ · -·-· -· · u 1i.:-_:·wt~~~· •... , .... .. ·-. . --· .. -~ -. ----- • ·-·r-----------::;:-:;:·. -~----·· '. ·-#· -- ' • , .. ____ j ------·----............ 1 a··· ......... ·····-··j •· • :· .•• -. -.• -~---.... -.•••. ·-.... 1 •.• . -.-__ ...... -. -----• ·-~ ·-··· • ••• -I • • --·, •• -· -< • ·--• -• • • • •• • • • • ••• .. • • -• 1 -. • ---NOW AK"..:MEULMESTER&ASS'C.>C:iATES : ··-....... • .. ··· STRUCTURAL AND CIVIL ENGINEERS .. ----·-·-· ·--J ··· ·· · ............... ;...:: ... ·· ------·---_:-'. ' -. ··,·-.---·-------·:· -----·----·-·------·-i--·--· --· --.--·---··: __ BY~DATE..._1-+-+-+--PROJECT •. W., {&?C 4:i f# 4 $, ··· ·· ···-·--____ ( -·----·· SHEETNO~OF_-_·----.~·: . --·-... --------··· .. .. . . . -.. -... . ··-- ·--·· ·· · ··-··.·"······ · ·-···---·-·-------. •· .i·--·-···· ··-·· ...... ·--·---· · ·-· JOB No'.-.'·-·--·------·-. -----_-_..,. ___ ,..._..,. ___ --""'-·""· ..,_,-., --,,-,----,.-,--..,,..,.--,a----,,--------,,------------..,.,,---,---.,,,...=..,,,...,,.,..,,,,.....,...,,...,.,,; : ·--·---------···-·---~---------1·------··-··-·------J --! --.. -----···---- -----· ! ___________ -·---. ... .. · .. -----·-----·-····-· -·------------------------··-.. -···--...... -·-·----·------------··-·--·--:--------·---~ --··------·--·· -·····-.·-- ~=-__., ~--~1t..J.1'=' ·-·=-···A· r::.-... r;,..,.,,_.:, .. "-._ -------=---~L_, ____ ,.·,; - -~f~~~-~!.:1~~-~~~:=·- M =-\'$.:r,_-/t._ .. fJ= .. _· .. --. . I -.. --··-· . . 12--=-:·-~.t!t ~-----···-·-"··--- 'S~A-M_@.: 7 ~\~\r_.r?>,.t1_ ....... . ?" .l. __ _. ___ _ J. ·----4 U t%!'. V). 'Z.. I <i:_-44 . J,.Ji:,1-7" 7 (Zpf Z~) .. · .. ~P---~---· '3?,z.·f_lf. .. _· v..!1,.,i.. ~ "1 l , e")L~,o)--::: . "7-Bdf 1 I . . _ ---· . --. -·· . - • ---"-------'------.. -----~----·--·--_,._ ... ___ ,.:_ ----··-·-·,-,-!,----,-----------....... , .. , ....... : .. NOWAK-MEULMESTER & ASSOCIATES: ! .... . .... . . . . . . . .. ..... · -~ ~;.:~.: .-:::::_:·.:.::::.:_::::=.; . .-::·::: :·.:_:·-. ~~:_: ~-'.:-:: .: _ _ STRUCTURAL AND CIViL ENGIN_EERS ·: -_--·"···-~·---·.· f -·:· --~ . .c-, ...... , .. _ -~--:···--·---~---·--::~:.:_: . :.-:.·.. ~~-:--,-·===·· ... .-·=·. i·-:.::.,. '. -. .:.:.-:-:::~· : .. _:~·-.-=~-----~ ~-··=~~--:· . ::. ". -_.,. :::-:·@.-=--=:~1~·~~~·~z.~-~":· ........ . ' .. : . ...... ,---:-:-·. : --... --··-, }=-"~:-~-~--~·T ···: ~ .. _..... . . ... . . .. . · ... --. -~ • • -• I -.... • .... , ... • •• -' . .. . .. -· .. -·-·····. ···-------J.....:., __ __:___ -.. :........ . . .. _ . Sf-:. ·.:·.~::::...~'9~--:P 1A_ .·~---· · W6H--= \ LP { w+. ?~+ ··;--it;{'5?) }--:+..~o-._ .. =~ \A-iv et+. ... . -_ ~~-h 1~5~~:---L:: _~ _w -t~X~~;-~:=~:j~::i~~~~~~::=-=;:-~~:~/: --_ . • . -•• ,.. . A-. -. ·\· A---. ""1..: 1.-/ A. e,1L.. ... ... . .... · • ... · · ... · • • • · /.>. .. ~-'-~ I • -:;;. .. ·• :n,. -... · · .. _ .... -.... ·---......... :_·!: .. usi..·:~· ~i4.i~"e-~ .. ~:·~·.·:=·~~:--:~.: -=·:..:··=J • . .. .. • -·-·-• . ...... ·--. . ' -·· • . • J .• ----1 . -. -,_ ___ ·---·-· ... ·-·· -.. ' -·-----· -----------i ----··--··-··----·------• ------ . -~f~~-~:~:i.~_1;; ti.::.·:~· .. · oi-i-. ~ . ~ ·o l. ~ o .. t u:o~+? :-z5 s6) ''r .. +~ ~p~:-;..:.1.1 Li c,~tf . :~-. -.-~ .. --:· ·~ ·~ ···-----·-···-····-·---········ ··-....... -· .... ........ .................. •. I ~-ci;,e ~~ ce.. t..1t-J~ _~ii . . ~ e'."";_ .. Sf~ p~;,:;··1~-··-s~i,.:r-5:.,,({ .J7-r/i.,!(-'.1 ?c,+,-l..-::- Wi,fL ~ ' ' V StS' v .. L "Z4: ¼-:"l~·~-.-·-_ ... -L-i~·t·'! · · :S :J/3/i--Y--~f.>-.. 'i1"ii~;-6NJ..'f [l_ . .. . -·-·-------·--------·· --.. M ~ 3,o. v k..-:-.-k • • -· ··--~--~-... ~ ·1-. .. : ·-~-· · . 1Z-= 11, -z.,e;· ll::-· :... . ·~:c···· .. · .·· i~~;~~=<:~~~~,~-~-~-~~-~~--~~~-f-;1:!~~~1:·~-::.· ·. ;~~ ~~~~~-:~;~l~~c~~~.~~.zo~E;~tX~--~:f ·-;:~~:=~~: .f .. .-!:::~:-~~~:~:::~~-~ . __ . ·.~rt?..~P.:-~~· ... _ .·. ~~··!!·;(1.l.~~·:~~ ~-~~~'.~~;:~~~r~~;_:-~: .. ~·~-~·~:-r--~--~:->~~---:~--'.~~: .. : I " I&. I ' . . "~ . .. . . ---. . --. -·· .. ______ ,.. i .... ,_. -~ ,,... .............. ~-.... . .. -------· -i-·· '-·---· ·-· ... , -... , ... -·--,--... --·· ··-.. • I -. -'--·-·.·· ---, ·--.---:._ ....... ' . . ' -·. !--...... -· . ·-i --.... ,..,.:,... --NOWAK-MEULMESTER & ASSOCIATES---l--.: --. -... , -. . . , . ·-: _----1-.. ·-· ··-·. -_. ----·_;· ... ,. ' __ ·-. _ ···_ .. _ i·-:-·--~UCTURAt AND CIVn. E_NGINEERS :· -:· --· '.--··--·:· i--:~-:~·-··'-::-:.:=~~-----_:_·:.::=-_::-_ :·::-:.:~~:.:· ----~--- : ..• ·---·· -----··· ~:f~_?._ATE lo . ~ROJECT: -U~--La:r·-1::Z 4-· 4 f>.,.------·--· -··-·-·· ··-..... ···-····-··· ' SHEETNo.J:::1,aoF~-:: ·-----·----·--. ' :. . -----·-·-·-··· .. ---····-···----··-··---·-· ----'.-' . -··-.·.··'--··--+-.----.-:JOB·~;-. -·_ ·-··-~----~·:· ·.-:.! :: . . ., -· ·--~~-~~ .. ::~~--: __ , ___ 1 ____ ,_____ : • ·--'.-------------·---·-------------· -·· • • ! --._ --- ?o+t,;;;:.:..:: I.,•?·-~_:_:_:~:~--::::~-··-··:··-··;-~·-··---·----·· · W. _:_:_~---· _:"'2,···L··z:o~·;;-~:·_ ~-c-~~,~-=~----~-----,-· · --·-f .. :·.--i.,H.,.:-=:-·--· 0 --···-----T.:.! .. 11 _:>./.;.-~-• _:::: ____ '.1t.;O.ft _____ _ . ------·· . --.. ---·--------' -----------···-·-· ·--·· "' ' . : -i-.-~ ' ---·-·---. •~·-·· ....... ·. i-. ,;r D ! . 1,.1 s r~ -::==:-.... -~ .-'-"--- .................. -··:-.;;;-:·---------· + .. "'7-:: 6-;0; )_ + . '5.P..: - -}~-~-1'2,--';;) "-.<;'"i ~ ,1·.. . . .J -'2 l ' 4 V' -? ~;11 ::, ·I-I····---------·-·--·--·--.. ----·--·---. ' I ~ ,::. I e,e,. 0!. (\ ':le.. _., '1 ~1 ojb_ . . . -.. .. . .. ·-··-··· .. . -. l) $~ _ W._iz_!f, X.iS5 _,. ... ,. __________ . -----·--· ·------··-~--. ?el\.--...A'I'!! L-·· ,,~·-· ,~ ,. . . i;;, nr1.i:,. IN~-i::., ...... ··-. . -' -··-.- ··•·-;-,.. . ----!- -·--·----· . . --=~~-::_: -··. -· )_ -,~-----! ~ j -·-t ... ----·---'---... ,----~-----·--._' .-·--·-~----·. ·-.. - --: .. ~:. l ·-•• ··-----· ·--· i ·-· • --···--: ': · . · 1 ------. . ==--;'--------,------------,-- j_. ------•• •• NOWAK-MEULMESTER & ASSOCIATES---1----: ________ ; ' ----------·· · ·-·f-·-·-· ··· STRUCTURALANDCMLENGINEERS ;----··----····-~-t-!..-;--; :--··----· -··------'.··-- -· __ . -:----··---·----·--------. --·------------·-..... -·· --··-·--... -------------.. ----. -----,-. '.. ' '·----. ---! --------------···. 1---~ ·· ---·-·· ------_:_ ___ :,_ ___ _:_. ___ · SHEET NO. -OF-- J •• --. ~ • ! . : : -·--..... -·· · · ···---·-----=--:--· -J--.-97--;-JOB NO:._-_· __ -_··_--_·_-_·-_--__ -_. ,-- ..... ---· ---:-- ---·----•••• _________ , ,_ t .-------, _____ , 0 0 :----·---"';-oM ----: ,_ -·-------•-•••- ·----------· --.. ---·--: ------; . -. --------·----··· ----·------···----·· ! ' :-'Ji;}£. ;·_·._ \ 1-' ~= :=~---=-..... :~ __ · ___ :~_/::.:_.::~~--_---~::;::.· . -. _ ~::~~~0= ·;= :1?;?-~~:t~~!??~~~~-~lI}i~=~~--\~~-~t.!1:· .. ~: __ _ :a, .. ~ ?1,.~ '-~--. : __ ·_-__ rz-r- --=-:= .T~~-~--iff-~$5--:.~---::~=~ tk:-F---1 ~:, <t.°k.si~::·~~:--...... --------------·-:.:~:-.-_:_--: _____ -___ ---__ _-_ --/rv--=--f,Z?J .. ~----_-_--- . ----------·-1-·-········ --------·----·. ---------·:-- -·---..:...-. ------~--.-----~----- • . $rA1--l· ----s"o,;cf· \--It -:::: ··-· f-2.---· ~~~---~k---. "?Oi L~-------· ....... -----I , ,,:: _. ·--y) z_ 4',r.,=:&::!:· .. -· .. --· ---,..,; ...,..c __ .. . ~ .; ..;; ·--.. ----! ______ . ----- ·() Se' w· n·.A-·· a.::. . . . . -""'7 "(..;:..:;..;,,, . .. -. -··-.. --. ; ! . .;; .. --·- -·--•-··· ....... .. ... -· i ·-· .... t----·· ~-". i -. ~ -·· ·----~----·---·-·· . . ; . -... ·1---·-~-.... • _., --·-· NOWAK:MEVLMESTER-&-ASSOCIA TES . ·-·---: --------------- , ' < • • ··--· ···--·-r---,--· STRUCTURALANDCIVILENGINEERS"'·---·--·--·-• -;-:--:---·····--... ___ ,, __ ...... ·· · -·----' ···-~----··---•-'•-•--,.. • -· -"• " -• ... , ---··-• , -.._,. ~ --• ---•-•-·1-,-, 1 ,----,------I----·-•.-••·•~-· .. •• BY~DATE ... \.....,01-+-t-, ------····------·------·. ····--'.-------·-·----. ~ ·· ------. --------' ·-----·----+-· -: ! --.-'. . · JOB No:------···· ------ ... .,,,;_ ..,~--D-I .1£7 --· 1-'C-r.i, -, .. le:,,_ .... 1,...... :.__ ... --...... e_ w. ~.S. ···1::;::. ·----~~~-:-······ -r O.f-(,;. --'-""'f · --. ·--· ·--· -· .. -· ----·-.. -·--· ·w . = -··--------.... p~L,. IL ia+~ -f::t:;o)· +-· 100: .. + _ o:~ . ·-. -----i-----. ' . ---~ io. s · '2.c::!1 : .. t/ . ··"'f -r-._ L -·· • . ,-----------------·-·•··•· .... --·--·--·-·--------------------·--,_ ________ .... _ -· -----·--___ ,, ____ ,... --·-·· ... ---·-·-··------------·--------·-----~-·. . . J ' . . ................. i" ...... --... ----·---!--·------:----------..... ·-··· -·--· .-· -~---· ----·· ... __ :~_::-.-:~~-~r ~--r-=·--; ~~----:~:-~-~~·--~:; ..... ·:·.~~=~=--~---~--~-. -.. off --••• ~~ -••••• -· ...... ;--j . . . ; . ·---__ . __ , ;_ ._ ' . --: __ . ----. . . . . . i . . _: ' . : . '. .. T -C· :_: !-f ~!--~~ ~ i·.::_ ::-_ ···· !-• _; __ ~: ::: _ .. iJJ_~~' -:: _!~ • : __ ;J ·-,.. . . ·· ;· ~ ---l' .. ' ·------·------. .. -' . --.. ---·-. -: _____ :··(:·-~_: .. : __ .-: .. :--_----; .. .. . ... - __ .... :. :.~~---~-~--· ___ 'NOWAK-MEULMESTER&ASSOCIATFS _ .. . • --. • '/ j -STRUCTURAL ENGINEERS ... ... . --· · 5830 Oberlin Drive, Suite 200 ~-:·-_:: -~----: .. ~\. 4: · San Diego, California _921~1-. _ . · (~19) 455-6681 _ ·_ f~: (~19) 453.3947 --------_ ... :. ~~·;vyA]#=~-~-_. ~ATE e, .. ,z.e.,~1 PR~JEc~·-=C:U=:..-...--Lo=·--:.j: .... E. __ -_: ...... 1 ..... 1......_.i_4 __ · __ s __ ·_·_· "--. ·_· _·_ S_HEET r,io:· l.0:' . ~F : ~-~ -.. ~:~:-= -¥• ___. --· ·----·-• • .• • • --•••• ----· ·--··-- ---------------------------------JOB NO. _______ ... _ --- • . . --·· ... . . 0 I.Ji. of ?'l,-A-1-.JS' ! Wli-\o~ ?-=Ct-~ ''l,.s \~ L.=EWNU:> · '2icn1~$. . I ~ 2-1'-'f 0~ ~A-f:C' c.e.. -::::-. \ • 'Z. ':l c.,. --\,2 2, vJAU.. . \I? e. 'PA:a-1-r-(d' 'P:= \,,z..~C1,-i")(1,o"')Ct-i,(... ") V,-,s1e,. Wl/.lO ~frro iO My+f _ .. ----~--- E,.,cfci5ua.E' C.- o."' i::::: r \'Z •• L.,, f 'S't 1"4,)-\,0 . ·_·_·] 'P-== \,,z~ ( \,:;")( 1,o,L1~. ~J -:::: \e,iq r4t e.: ~~ --~:-· .... -z o , ~ r·~.r-e2 'PA-11-Hei - 7:::,.t. -. . -~~,:-IMA--r"'t;. A-N ::31\ 1'"1.!;1C,AL,. ?4:-NC!"I-,. w/ -::,~," ~\)CJ~i,.. Wp"=== ~/,~)(. 1>S o',· ::: 1 co r-s-F 'T'!<.16. 1;<.oop !-~~: ~it.P. 'i'D F~-1 1.i..1~ :ff· !.,,Jp1..::: ,z~(.x£) -= -;-;t, p\.P ... :~)!.L-;::. 7Z B-lt r..,.") -::: . iii~e, f \; Lczr-,· ,,..-,..., "i. • .:; 1,,-.... -:-..... ,I Wi:,c.. = 1.L1'2..) -z4 rrf - WiJ.. = ~(.1C) -'e, 'l. Y' t f . . . -: •• ---·-----~ ·---R-----·••• •• O -~ ---· •,o ~ ---•••-·---~ --· .. ·--·------• 4•--·---·----•• o4,----- . . -.. --. -...... ---~-----· .. --· .... -·····-··· --...... ·-· --·------- •• -.. --. -. ... ---,-'-~-lj' _· ... NOWAK-MEULMESI'ER&ASSOC!ATES _ _ .. . 7" J • STRUCTURAL ENGINEERS . .... · -· · · 5830 Oberiin Drive, Suite 200 · .: : .. , .... ~\ 4 ..... ~en Diego, Californi!9 92121_ · . . .. . ... : ___ (~1_9l 45~-6681 .... : ~---F~:__(619) 453-~9~7. ______ _ ~-~v-?Af··--D~T_e---e,-z..e-q1PR_OJECT_C.. ____ '2-_~_--_L._o-n---=~-4 ..... 1--'--'4 __ 4-'--5 ______ SHEET ~~--VJL _.. OF_. _·_··_--·-- ----. --·-· -·---, JOB NO. 1'fe,~ ?A-1-la .. . . . WAU. At,.lC.l+olZ-~E: F012C.£6: · UAW.. L.:.1/Je: .. / .. . ~.::: ~-.~-, I 122, .:=: 7 oq p\ { ~ I :: : ?, '1 CS pl -f' WA~ LJ,JG' :4-·tte:, "gz -::: , 5'=> pl r. f.21 -::. '3 L.-,'5 pl F. ·;.,JA-t.J-t-1,Je-A·-~·j· ---·-·--- -p ... ,.I V. h: ",{,.. -o ,.-.,,e,~1.--PA-r-Jt.SL--rAf'l-:-1..(..,c:---i_ -ro G:Q..C~,2.. !-:!--~=-.;. /...)AU-L,rJe:-6 1, 4, s 1' WAu.. t::E.$ 1G,.µ "PEP-ArrA--1'-+.!r.D · tl.o-t-,,p...1rc:r2. At~ p,-1.0 :S I 5 -or~-o ~...,..!. 0 e, C.. S!..c:'--14 Ci?r-~ .J t-;-r_L . ( '~7 n · '-v1 12-0~1z.e-_ - ~I" I' 1 r r'l ~ R-z. -'it-"~ ~ ·~ 1111L. • 'PAN a. A1a r~~ ~ ,34 ,r(Z.j/;-· U~. ~5@. 1\\\ l\J) ' ~ ~~e. IC$" LV) .Jet.if!-.( 9SM"' e... ~.,-C ~riµI.J!; lJ') f2G"i,JI=". k.U-+/-..) . . . -. . :• . ... . .. . ··-·-··--,..' ·. . . ----. . . -·-·-··----· -------··- -···. ---··-----,---------·--··-·----···-....... ---. -·-·· ··:·········· .. ·--t •• -,o •• 0 --~ 0 .. •0 --•••-•• ., ... -.---~-, .. -•-• ·--·-M-••••,•• 0 • • •• • ,, ••• --·-• •• ~ ••• 0 •• •• .... •• • 0 • • ~ --• 4 -.. --.... ---_.. . .;,. .. . -~~---~-~ . . .. NOWAK-MEULMESTER &.ASSOCIATFS. . . . -. . .. . -f/ .i . STRUCTURAL ENGINEERS -. ---· · -· ·· · 5830 Oberlin Drive Suite 200 · · . -~-----·.:~-~\~-------.. ~«!nDi_ego,c;a_!!for~a92121 __ ·_ · .. ___ -~ _(619)45~-6681 __ . ... __ ·_ FAX:_ (61~1. 453-39:47_ ~ .::::_-:: •• -. SHEET NO; IA.)3 ... OF · ... -.. --:::~ • ~I t.J,AJ..L. i::e-.::s,~iJ '"F82- 8" 11-tt<UL" ~EJ..... . -. A--.:. r~J. =-.-~2- JOB NO. . . . . . . -- V6~ "F"5e°l··u (.V)_. ·:·····---- .az, #: ~ e ,2 1' (_ .. /) . ___ :_ -: i ·1 . ' i _.~~s <e l-11Jc "1-!f s w/ \;'.,I .. ~:!"~_ 9'GNl~~$ !,)-Se" ?'-c\1 ~ff W10~ v:) .. 0 0 I . ' 1<-t. '5,'5' q' 4,~1 ~ i . ~· ~, W 1 ::: ?.;. O ( '5) ::: \SD ft/ Wi-=-~o l.101,;: ';3coflf R.,.-= · ?'Zlvc: . . ~ 12-1---'3'-11 ? 'M -::. "'2;'V51'2. lb--?:. CIJ ( -=-,z, ~o \':;, J k ~l --;;, F'~ - ---• -· ·-··· ••• ----••ff ___ , __ • ! : ... .--.. ·--······· : . ··-.-.:~.::.;· , .. I ., • • •. ····-· · __ --•··---·--··-·· .. : ... : .... ' . ., __ ,_-__ ·_: ---··-·· ·•·---···---·· --; :···_-· _--~---·· --• . __ · ··-··'-'-t . --· . . • . --.-~-~:~::.=:-=_-:~--=~--~-~-~--~::::.-~·.-:~: :~:~--~:~---~~--.. ~--.. -~: ~---·----· _---. _-_. ~---~~ ~---· .... -~--~-·--~---~~~::,: '• • • ,,..,. ••ni- • • • •••I•! ------------------------------,--: . .. ---:.-... ·----· .. (" ···--___ ··:-:--=-~-~~·:····:~_::·.· ~-:· ..... . • t ~ ! ------r.:::::::::::::~:::::::;::::::::::::::::::::::::::_--_-:..-:..:.-:..-:..-:..-:..-:..-:..-:..-:..-:..-:..-:..-:..-:-:.-:..-:..-:.-:..-:..-:..-:..-:..-:..~-:.-:..-:..~-:.-:..-:..-:.-:..-:..-:..-:..-:..-:..-:..-:..-:.-:.-:.-:..-:.-:..-:..-:.-:..-:..-:.-:.-:..-:.-:..-:..-:.._ • 1 NOWAK-MEULMESTER & ASSOCIATES -L -· ; ___ . __ .. -·---, .. --4---:---·1 . _____________ .,,.,. -----·--_ . _ •. ___ ..._ ---·· _ _ .... __ .,_., ____ , __ -----·---_ ··--____ ------·---L JI .: . . .., ! _______ 1 _, __ ....:... •• ; ••• __ • _ ·····--_ • • • __ STRtJCTURAL ANP CIVI_L ENGINfE~ ·--·· --, __ .:_+ ___ _; ______ . _____ . ~---··--_____ . ··---t--= ----~ 1--------,.---------------------------------------------------. -------·· ... -:·-:-·~- __ .. _ 1.,. ,- ---. :--·-~ .. -----... · • • t ----; -·· --·-··---··-----• ___ ! _____ , •• •: :-••U-•i---••-••·---1---·--••----•••~• -·•,--•---•··--••••--·--· • -··--·-: :--~-: _: --··----·-'-------·-•••.--••:·-:.-.=:.~~=~~~EfroS=~~~,:~:~~~~~\i~:-·.:~.~@;-.~~ci>~~ (ci:·'=1-$·-~:·: ~ ~~--.:-_______ :~~:-~. · ... -~-~---=.----~~--= . . -··· .:= -,.. ----··---------~-------·-··--' -----------------------------·-.. . . . ____ __,_ ________ . ---·--· . ------. --·-· ---..... --[ . --.. --· -----·------,--,--------·-----· . ·-. ----·-·---... ··-··· -----'---·-· . .. . -· -----.... -------:5<:...\~rn{c.~--~=--==.-~~::-·-------···------~-~:.::·.-:..-::..=--==:::_·-__ ....;_ ________ _ ~-·_.__-_-i·:~-~::· -·-----:·--·.....:-·_"£'"~::~=~ z··,;= c..?: .. Wp:·. ::::. '.-~---z! ::-.A~:~:;:::: c:-=-:·ep:·::E:-;+5::_:-_~:_·_::·::::.~:~_-: .:. -~: -·~--.:·~:.=:·::::. :-~~ -. _, -----... -··--·. . ------------------------------· .--.:..... __ 1--_____ 1 -·-·---• ...• ----.. ---·. -------·· --------- ·-------------------------· ------~-------'----~------~----------------------'----'-------:..'-----____ J_. -----"1··-------·----·------······ ---· ·-· ---· ----......... ---·-...... ; •••• -------________ i ------·--------·--•••• -• -· •• -------·--. --.... -·. -· ---·-.... --··---· --------~~ _____ :_·_· ________________ ··--·-·----· .. ···--·--··-----·--. --·---,------------------.... -· .. ----·---------·-----__, --------···--·--·----. ---·-: . . -·------· -. ·-----·· .. ---' -----· ----------------, ___ -----------· ------------·------~----·----· . -, ------. -·------~-----··---. ------· ··-----·-------~-'---·------'----_;------------------ ·:--·: .. ~ -::·=:: :::·_: _-: 15.. L G.:v -~--1'=~ CgC?; .. 'fi, T.;;.;,.:: :·_-:-:.: ::·-·: .. ·:---~_-·:-:-. :--:.:e..::,:~·::=·::=:-.:::-.·: --~~::·--=: _______ ·_.::=,_-.·-·.::c:r=r~::.-.:.::.:..:=~-=----_. __ · · i.or:;,-[J:-z.Y'iZ:. ·e, ____ .~:. --=--= -~.--: .::··_-:---~·;c..-:::·:tf~_-9_-.::: :· _:.:: -- ---.-.·--:=-::.:-:. .-:=:·_.:--:~::2. 0-----= ~= :. -·... ./, 13·--(1-2,y.-. ·, 2-. ~:: -.. · .... --·· -.. ·-::):1:t~--=-=-· ~----·--------_ ... :-~-.:~:-.:-;;.·5:..-.-_-__----·. ··: 1;i'c ffi) 11..<., ----.--_-.. --~=~--~-~re,:o -·· ------:--30~ ____ ·_ .--.. I~ i'~ . (I ,'2-)-j·L i,_ -·~. -.. -·.::-_~:~~ /8: (;~---------------·- "'3>c:.~e . .r~.. ,--,y-'R".JJ· -,....__ -· -\...JI.. 7> 1 1 /V. 1 o . up i-oor t. 1. . 1-:-.ID..() oor -· -·---· ----·-------· -------------· --·--------------·---·-. ------·--------------~-------·-----------------·-· --. ··-·---.. --------... -.--···· .... __ ........ 1··· . .. -. --- ·-·---------·-·-····--· __ .. _ . --·--------' .i. • _i --------.,----·--·-·------·---. ·--------···-------·-·-.. ---------·-·-·-· -·---,... _____ _ . .-: .... :iZ·~: 5°.3,5". -~:· :-:_· : ~/~ 7 s ---. ---·-· ·'• -·· .. -----· .. . . ; 8Co.25----· -: . -. ----------.... • ! ---·-~-=~·=------::. _-4:,,;__-___ .: . . ----: ,·--·--; ------------, ---;-: -·· '. I • l I • •-------------·!.·-··-;--:---: . . . '. ' -.. 4,; ·',-'~.· s_: .• _:-..... '.--,.:-..: ,: l:-j,-.i_.:-.;_ --=-=·~: -~-: .. :· ==---=·= :·_~--:=--;:-:· -"-' .. ·=-=:i====·· -:_-·-:_::~~·-·-f~ ~-7]7~~~~++-:-r= , , -td--------·---·.:--T~ -:-I :±J , : ' ! ; : -,-,-,77; , j-:-: --'r·. -· '. _·_ .... ·. ,_--·.·· ;_ ·_H 1-: :(7 ·.··:1J1• ,· 1- ·+-t--56'\'~t--/--.:...;....:_.::-J-...;.....:. ; _j · · : · · ·-~ · --r-j-; i : ; . : : ;-~-.:..,....:_;. =-.'.-~. · .. · -: _____ . .,;: _____ · __ · __ ··=:= ... _-:_. __ : ..... ~ i.~ -=f 1~--:· ·-: ;-; __ : ; ~1 : i _, __ "---i ! ,_ __ ~ .. ·: i ! --··---·-----· f --·,--... -•• __ .. --··· . _-; ;. ~-:---:---[,----~-; _:__;_, ____ j -~ . ·-·. . . ;·_.-..... i --,----i-· ~---·'" -------·---·-; --·--j·- .... ____ ,,_ . . i ... ,·--·---' ' : . ---·-·····-·· NOWAK-MEULMESTER&ASSOCIATES ···i .. ·-·-· I··········-;·-·-· ~-:-:=:-:::::~.:. .. -; ~=-~_:-~:::_:...=_::_==-:-. -.. STRUCTUR;"L~NDCIVIL ENGIN~ERS ---,-·-.. ---·· 1-··-··-. , -,--··--:--·------·-----· ~--- :-·---~E:~ ··--··----·' ·-------. ,.. ' ---···-·,----..... --·--',. ·4·€::,-·--·--··-··.-------·-----·--:--·-· ----SHEETNO.~OF __ -:=--. . ~ . . .. , ---------:---,.. ~-·-·· --,-- --;-------·-. _. ---··-'-··-··----:--J0~NO. ---···· -····-····· --··-- -------1----..... ----------------------------------_-_-_-_--_ -_..:._;-_-~--------------_,.. ---·-' ------------------·--------·--------·----.---- ' ~ ' ; -----.. -------:-----·------•-•--·-----·---·-·••••·-· • n•-------•-••• -• • • •• •• • ·---·-·j-• ' --:--·--·r-• I ----------1-----,-------------{----·--·---·-·---:-····----------···-·· -- ' . ' : . ' . : ---··. -------·------·------·--·· -------· ·--·-· ------··----------·-· .-•• ·------1 ·---··--· • -; • -------.--·. --··--··. ------·-·-· --·-• - ' f --·--·----·----·---···--...... --·-·· .. -----·---·------.·-------... -·-----........ ___ -· --·---· .. ------··--c.::--·---· . --------·-e ,, i· /\)-··---. , _·? -::,_ . -<' -· ___ -------·-----· ___________ ------·---_ _. ___ ···--··----.... ---·---·-· .. .. -·· '-'?-E.Q\J\ v~----= --~ I -~ -. =--· -I.O ,;;) • '"'---'? 5-,. __ --···-:--··--: ·-.... -· .. ;_. ··-·· ----·· ·--: ··-·· .. --· -·-···-......... . • • • I - ---· -. --.. ---····----·-: .. ·-·-·· .. ·-. __ :l?,82. __ :. -~----····-· ·---~---.·-_::..:-:.-.--~-=-:.-:.~------=------------_-: __ ::---__ -__ -___ -__ -_ .,.... ___ -__ -__ -_-.. -. -------=-------·-___ -1 -------·--·; ·--· ·--------·-.. ' •• ----.1 ••• --··-; . ------,.._ -----: ' ·-·-------------- -----.-,-:-··------------,--·--·----_.,._. __ ----- ------.------. --~----------. ------· ----. ---------·------·---------~-----·-·--··-_., .----·-· ___ ,._ -·-·---··----'---------------·· -. -~---------·-·· __ : _ _!______ _ ___ · ______ --_____ -_-___ -~-. . ' ' :~-::? l,.)_p,;,,/~;()\c~o~-=: \5oo~. -----______ .., _____________________ . _________ ·----------.--- .. ... __ .,...,. ____ • ---·---·-------·: --------· • ---1 ____ --------------- ---. --· -----·------·---·-.. ····--· ·-- -~ ~..:.:-::~--:-_-__ :-..:._·-_-__ -___ -_-_ -_-_-__ ·-_-__ -__ -_-__ -_-_ -.. --.... -.-_ '--___ -,-. ---·-·-'-5~\C>N°\\-C-.. . _ . . · ·--······-.. --·-··· : ~;J \?) o--------. -... -.-. -_---1 -. -----··-----.---1----. -------.-····.--·• •· ~.S> .... ~6;: __ .-.. ·--.. · .. - --·--·------·----·-------- . . . .,....&,'· .J .. -3 /· -. l::"-'.".. ~ . __ ,.__ . -- · -=·:-t"?···et;-,'i v 8_ ( roco~· .------·--------------------. Jo~CJ_l\· __ '°?6~ · ___ -·· ·· -_--_·_ ·· ____ _ ----·-----.-·--------··-----··--... --·---, .... ·-·-----··----~ -. ----..... ·-· . --. ' -i ___ . "---:-··-.- ' ' •'-·--···-··----·--.----------• ·-_-_·_-_-_._-_-_-_·_-_-_-_._' _·-__ -_-_-·_· _______ · ! . :~:~ ~ -~ : ----= ~ -::=:; =-= -_:~-t :::~ =:::::: -=:j = ' ' . ' ' -, ' J ~: -__ ' -;::-__::~= = ~--:: ~~-:: 1. ·:: ___ :: :::--~----:t,-,-~,J-" _; / L ; ; I: _;-=::.-+~~-d-=•:~ :':\l(i_/L __ 11. ) _____ ~j _ = .. :_ -_ _· 1.<-_-i:: :. __ i __ -: :: ~-~7~_,i_,_ :: :_ ~ · J.i-_ · : ,A ..... i. .. -. ·-~ . ·-.,. l -.... i --,-----· J.. .. -; ·-----.. __ .. _,-! H--·--• •• .,_. • -... ... __ ,. ______ ---.,_. • ' ---•-• • __ _;__: ... ---i-·-·-----. :· =-----i -----·--... ---·· ·-··· ,. ,. ___ ... ___ ,.. ! -- . --..... --. ---· --. _, ----~--., _______ ?_,_ ------..... ! ---.-···· ·. ;--· ---·----· ·-----1-----------··-·-. -, --------··· :-·----1----·-------.--- ' . . ' ! . ···--. ---;: •::::::::::::::::::::::::::::::::::::::::::::.:.,-_-_-_-_-_-_-_-_-..,-_-,..-_-_-_-_-_-:_-,..-_-_-_-_-_-_ .. __ -_-_-_-_-_-_-_-_ .. --...,-_-_-_-_-::::::::::.::::::::::::::::::::~:::::,:~:::~:~::::~::::::::::::::.::_-_______ . __ -·-~=-: .. =.:::-~----·---· ______ NOWAK-MEULMESTER &_ASSOCIATES-_L_ __ :=--=.-:=~..:.:.._..:.:__-__.:__:::,_· ·_· ___ . : -·-.-,-·:--++r-. _ '. ! . :-------·--------j----_:-~_STRUCTUIV>LAND.CIVIL~NGIN,EERS-,-. ...,...;....,.7 -:--J ! ; . ; , _ : :·+----...,.--,-~---;-- • I ~-.-·· -:-::.~::::: 1-~---~x-N1-.-l'-.... =E-.~-~--.,..t~"'"""!""-!-,~~--j_-E~--------e~-r,J\-----L:.e-r--· --._.-4 .... .,-,..._~tJ-'"",!.+-£;,~----------------------------_-__ -___ -___ -__ -__ -_-__ -,_-_"'."'_;-.-__ :::::::::==-~a-_¥-_~-----fo-_._':<Jb.~_ --~-?!----~---_ ·_:~ :... ------.. -~+--r--:---·+1·---! · '. ·--·-------__ :_____ --·-----:-:·:-----.~--i---------JOBNO; ______________ ... ;_.. ·---· --· . -------1--------------------------------------------------------------------------------··- :.. .• : .. · I •-•. -•------·--""1" •-·"' •• . ---t-------: : --:---,----. -----·-:--·· -·---r ---·--·------~-·-·--------------------· -·· .. -.--.. ---.-_·--------.·--... - -·-· -• ,. -----· • ·-· ·------1 _____________ -· ----· ---- -------.... ---· ----·-------------- I .. l°'i,£:> -· -----···------"'--' ' --···-···-. ----· . -,....,_ ----------' ...... ,--· ·-------------· ,.. __ ... .-----------~---------·-· ------' . -.:.:, .. ~=-:~ =~~~-:.: __ =----=--· _. -'"'::..~:::,,_,-_-:::_-:.::~=~===--···_·-_-_-_·--· -·-----·---____ · _____________ ·,-.. -: -~--. __ .-·-·----·· ---·-·-·----·-···· ~ - -. ---. ------. -------------------1-·-·----·-.... . -... --·-: --··--;--... ·-·-·· --. -----~·--·-'~-·-----·--·---· --· . . . --··--·. -sc.:,~,c. .. ··---... -·--·---------~ ~--------. ··--· .. ·-----------.. . --· --------. -----~----·-··-·--. ~------,-----t---· ·---------------------- •• -• -· ·-------_1 ______________ • --------j----------···---... ······-· -·-·-----·----·-._ .. , ______ , _______________ ._ --.... ···-·----- . --l·--·-· ~-=~·~:·.~--!-=~==-=~-=--=-~-=-~-: ___ ·-·----- L. .. : -· ·····-·-··-·----------' --····--····---· .--------------. ... , .----!---------------·-. . -.. -. ------··--___ ___, ____ -------1 . -·--------·-·---;------------------·. --,30--pS+-... -··------------------· --·-----. -- ==-__ -~ I -~--:--·-·· -~----~ . __ :_:_~·.:.·~=~:::.:.:::::..·===---=--=~···-= ': ·=:.:.:::_ --· -"-_ _. ____________________________ _ -·· --····-------·------·-_,_( --------. . . .--~! -i,t:1 .. --· ·-- 8~,-4~ 17,'¢;2 -·· -· . -· -·-·· 7----, ·---. ·-··-·· . . . e.b.Jl \J. - z q ,--· -i,o-,c;e...\ s-·: -- --_Q \I. -·--· ·--· -------·····--·-· -··-· ---.:.!.- -----··· ------- . ----·· -.. ---. ·!. -----··-----------· "l •S. ··-··· ---·----\-lc,n&..t;vc...1:J..,1c.) - vJ,~---_- 32,C., _: . . .. '3o-----., 7G-!:.. · ----r:~J. ---. . .. . ----······ - •-~ • '. ----.. I -· i -· A -• --•i•' .. -j .• _j -•••.• I -7 --·--..... ,. -. -• , ~ I · · · l i . ·-NOWAK-MEULMESTER & ASSOCIATES.-;·············· -· '. _ _-. -· __ i_-_-·-:_ · --·-siiucruRA..,··i: ANi>'_cIVri. ENo_ms, liRf _ ... _··· · __ · ___ -i------· ·· · · · 1 · · -··-·-· · .... • -----· . -!-. _,. ______ --·----t-..... BY~DATEIO PROJ~ CJ2.,C.,···k_'·m;:-4?1_-1:4·e,_·· .. ,_. ... . ... . . . .. .,.. . ·. ~ , ·-: . : _s~_~_E_T_ ~~-9,F __ i .. ----:--,_ .~ ••. ::-:. -::-:.~--:--: .... ::-:-, •. ,=:·=:-· .-=:~~-:::::_:::::.:::: •• ::::.· =·-=: __ ,:-:,_·,.=. ·=--~::::: ·=-· .=.~:.=:·=-=·-=: -=·=· =· ·-==; · =···=··-=··=·=· ·=· =:-·~=· -=. =-==---=---=~-,..,-~~.:~:::-:-~,:-:-:.·==-··-=·.:·_,,,.,,~-:~-=· ~-,,,.., __ :=.~=·. _:,=:,;· JOB No;l =~-.. ---· .. _ ....... ~ ) · -·--·-····· .... ·---------- ~ ·""'~ ,I\_ ••••• ~ .. --~..:'1,~ ; ... r ..• ' ?l ··-··-'"'·-·--·--------------: _, -·--·. -·-.------··· ··-··-----------· -··----·-----··· --··-··-·-- - 'Sol'rl-l ::: __ 'io'/o v. . .;· \--··--:::.---· . ...t·,d1~ "'+ . ' : '5 I"' == ·S1 '2>~'=> . 'r ... I . . •• -----~-~-'±'_'-:.: .:°'\.~ I) . \V"I l,;IJ~---~-,l------~_: ... t:.'·: A: ir +-:::. ·4e::.H·-------· b .. · e,-i·;..; · · · ·· -.: ... ··· ·----··-···· ----~s-vM 0. _ . .. -. -·-· .. · ............ -··--· · · · .... ----·· . . 1,!,{.~~~--, ( ~.;,'f·--;;~----···-1-7 .... 1. lt-.--111. ··--·-· . ' ---·----------· ------ If!!;, -.. : . . . . ----. ·-· .... .: -·------·--···· -.. . . . . -· .. -i · .... -- . --------· . --' ------··· --. -· ,.:Al I ••. A ··-= .-co~~-c-e"'(451~ 1-U.,i,i'%.·----~-----· .. l""f ~ i-"1vr--1 -5 ---.... ---· ?) ·-· • .... · · · -· · · ---·-· · ... · 0-~ -:l • -.. ·----...J·.:-'1-·-.·-·.,z .;. ·.-, T:·;..(,.-·. ~..,,--41,1 (?.f--r, ?II. II"\ . _ ~.i--1(1 ---~-\ .... ~ --......... . -s1-\~-.. ·--~··-··---~--···-· ·---·-·· .... --· -· . ~ v.::. . I, t.:. L ;,~)( io)~_;,;· ___ :1, lt,.~-------··---__ _ ~ . ~c_:. 4Z,o; . ~~~ 11,611' .. ,~ --------~---------·· -----····------· .. ---·--· 1if'-'~ ~i+i.:"A.1·-i:.G-ir--J.f. ,Jo,-: ~Gl1i0, ~Ai--l ~ ,zi:;1-011 __ • vJ0+t.. ·=.-__ '.'\,1jl1t,;-t,1+ \v,~Cif) 4-\,-~-;(q~ _--:::: 1-Z.ui pt+: M~~ 4o~-_,;:· j~~~ _ ... <··;-~·i-.~~-'. .. 0.~--~-~--. ---! v ·--1--~ ;5-~---"~~-#i.~-:~~~~-----~-~[---~=:~~--: -.. -· · -· · · ~~~ --· · · -----'1-~-:~ ~;_~-:: __ ::~:+ Q_ --t _:~:==~~~=~=.t= ~·~~=-=~~-::·._--_-~·~ ·:·_ ~-.. "e>f~-<-· 1; \--~·; =-=-:--LA3~~~=-~~s{Tt0.'r.t1~.t~lzr)~+-~ t.L1/4) (1Ji,J~~t-~=~ t:!\ [~·~;-·,.rf~~=~::~=~~=:·.;~.):~ . ' -------~----------;·· ----·-· ' ' . . ' ! · · ' . I ' I . · --·1---:--"·--:---t-.. · · · · --· tt1·-2.----·trr\G{t::~,zc,r'~ ~r--:-tt:7 --'--'-;--~---·· --· ; . '. _ : ; .. -~--:·~---·1 -~~ ~~ ~~ -~; ~-{~~~ l ~~ ;,t~J:I~:-~-~::d: ·c.:·:::::~-==t~:::: '..-::_--·-=~ _--_ ::_: : : -_ ~-: l: =-• .. --· .... -· -f· --..... :.~--1~--~-~~~:~---~:-~~:~J::=-.---~~---:~·u·ss·-~~-_#=°'6·-·)_---·_·-~-----: --: ·:·-·-··: · :_ ... ·> . . . . . ~ . . . ' ' -----· -------·---------·-··-· ... . .... ---...... -· ... . -....... ·-·· ......... --. • --• • .• -~ • ' -• • ..... •j • • ~~--. --•• -i -• -j I • . --·---j···--. -... ·-··-·-·t·--·-···-·. ------~ I • • • ,· ' I NOW AK-MEULMESTER & ASSOCIATES . ! . ' -·: ....•. --·mucitiiiACANl)CIVILENGINEERS .. -·· . : . •-••• -,·-.,•• -•_,---•• ,-1 ,"' : , ... J I.,., __ , ____ ._,,,.·----•-·•·--••••-• __ ,_.,_ 1• • • ~ · l02 1 . -........ :· ........ SHEET NOW" OF ;·. B1ILll._DATE =/llf ~ROJE.C'f--=~=-~~~------______ . _. ~ _ ... •· ;· .. ··· ·--· --. '. -:· :....__ -· . -: • . . .. -·--.. ·-' ...... -... JOB NO: . • .. -. ~... ---···--·--. .. ... ---- ... ; . -... . ~ ...... ··-,_ . . ' . ; . ---· -..... -. -~ .. ·; --. ---. . .. . ·--·-' ------.. -... . . .. . ..:Sf A,-J·-= '2.,'$ l,d~ J" _J. ...... ----· D..Y:::. .. ·,zG,· f _( f . . .. . . ----·-----·----------------··· -·----··-··--------.. -· -- . -,:::>;.. -I,? D 1 . ''-. . ( i: . ~-,+,:)-..;. . -· --··--[ ..... ~ ~..,, .. ·: ...... . .e ~; . ~) . ;-· + t + · 11° _ "1 . v_ . , I .•. r-1 ... -~2.,0 . .. .. _ &.. zo1~ o•• . --· · · :·. ·······; ·. · ·· · .. -.. _,_ __________ ·---~. --t?;;:~-:-t2';:~rr·.--·-------...... -·· --~ ......... _. · ·----·---·--.. -----···---·· ~\ :.· ~"i.--~·--:-·-:·."'~--! ... --·--·": -.. . . -·; .. -·_: ·:. -.. . .. ... · ... : ... ::.:_::.~··-__ ... ··~-· M-~~ \.'5.t~1 .... ~-~--·- ! L.1 -: L, (1~1.;' -=· ;-i~~.·~-. 11.~.;:; ~·:···.:.:~:(.~-·-~,~-~~,A-;·· ~-;;~--:·-4--~~--.-_ ~ ·: ·· .. ,~ v. I, . . .. ,_ ... ·-·-.,.,~------···-:-· _u.,_ "7 .... . . . . . ------··-----·: -\ . '. v L-1, ~ 1,~ l 1>,z,; c. P5 r. 2-"'" ~ -1 '1·8?.1 1~ '--'~; 4i '"' ~,Jc::;:: '~i;.-,~~--·.--~-~ ;;t; ~;-,, ~-. t 1, )~~1.(,i-·:-·-·-· .. • -1t-. " --:· r·--~--.;;~~:·-~::··-=:-. -.. -. .. : T~ ?> e.. .. \ C?..., __ ... ·---" ~-;;'~(,A-.. L'J-'---,----·---· ·-· ·: ·-··-·-·---·· ..... ------·--·--... -···· ----· -~",:. ¢1. f..h .. + v~, ~ -51.,; .1.~--> _/s 1; z.1~ ~ . tJSlt 1'-i+? ~S f!G'> e to'(( \ I -• • . ' I · I --· · · NOWAK-MEULMESTER & ASSOCIATES -l -· · ---· .. ·~-·--h--··-·-----~----··----t-..... ,_,.,,. .... -·. ----' .... : ---i STRUCTURAL AND CIVIL ENGINEERS : : ' -' • . ' f ! . > i ' :" ! • • • • . .... l -· -.. -·----.. -• -f , ..... 'P{,I . : <·--· .. · ~---:~··: ---~-··t·:·:·~--:·: . . --... ·. . -~f'4-N -=: 2is'.;,l _ ..... ~;;,:i. 47~(~\+ -,t-,j;(,fr~.---1-&j 1b;k. . . --. --·-. . . . ~4 -~ '':"-~-~'~1)~-~~-·.?:?~-~--~~~~---~-~---~----:··· ~-----··-·· ·----~-·· __ -_·---~--·---~---·-------·-···_----:·-~ . -. . . . ... . . . . p.;. --.· · tr· -i;.-~ ,··· · · ····,-;w·· ·f'i1' '."'· ··· ·A,,,,~ -P.~, 1'17, ~~-:: -; A 11 }~ s-M,l.l .ic \~ . . . .. f :w_---·:~ .., . , 1?_1. . (I. 0_ ~ M11 ~-I '15 .. ~:-ft'_ . t:Jt... -~--------___ . ..: _______ . .. : .. ____ ----·· ·-. _:. ·. ______ .... I = \,"' ( .d,S~'\ I ~i~-:--=-;,~ ·--· k~-:-~ i-:-: .. --... \J 1.4 , • • / l j}.___ -. . ~, , 18 . . 'Z,.-. -. ·-. -· --. ~ J: EY:,( i·rM,·z~ 'i):~. --~s--: ·· · -·--· ···: · · -t =-. ' __________ 0 --~~~., _·-:: ~.Jz.·~_?·_ti.., __ >&:Ji.1 e, ~ ..e:!:t.---·--··----- p4i:;. • J • - w= ,o{/.~o)-= -fe;r,f . . . ~ M'-{:. \.,t(.Jis')( v.3)-:..--. -t.,1'7P (h-~ e, . ti -,:::iii , I ::-t,.. / -,., _;,.;.. '/ 1-Z. ,.-~ E . . . ~ Z '-"*'Yt::~---,r;...;· ~ 0 .. . . . ..... d,1::.10" A6s...,,..,..,,;e: ti-==-. ,,s A'f>.a ,c;;-,7.,;,,,i/fr, ----.·------- =···:: . ... ---~ ~--~~-=-:· ··-···· ' ... .J .• I t ... --- ~OWAK-MEULMESTER & ASSOCIATES --.,.... .. _ ... _-·· .. ,-.. ·--------·-·--~--"'"-,-·-----, ..... ---·~ ·-----........... ______ .. ___ ' .. -·• · STRUCTURAi; ANDCML ENGiNEERS ·· ·· · -----~----·-.·····-................. . • ,,. ••---·· n •t -- ~~~~~~:'..~.9'7~~?~-~~=:·:·::·=-~_::·_~-." .~? _ ~-~-~ :.-.~ _::> ··· -__--~ ~ ··::~-~-··· ___ ·---······-· __ !~~~~~-~OF~~~:~ ·----·---~---·--·-.. ····· .. -!---·-···-----····-··--~-.. ---------· .. '·-·-····--.--···-. --· ... :. .. -···------... -··.--·-····--·-· JOB NO.·· ··-'--.,._ ____________________ _.,. _______ ....;. ___________________ _ --. ·-··------------~--· ------------·---·-------------···- _::.~-~~:-~~-~~!-~~_;=~~-~~-~~~B!-~:·_-__ :~-m .. ~-~~:-~--:~·-_::.:~-~~~---~:~~::~:~:-:· -~=~~:--~-::·:~_-_:·: .. ···n·--;-· ---,z_p-··1'.A1-lc??: "-:··:~·--,r;·~-~ t--~-1 i~---1?--~ ·I; A:·c··,·:,;;..,, ;;. ;;:..-~t~-------~-~ ..... ,~w . ___ ... i-,-, ri-4 ,-, 7 11. __ :..,v. . ... ·---.--::a:;~·-3 ,n,· · .--------------------___ ·-------------------.--------------------------------. . Y\.-=---'2.~"11'"1, -·--------_---___ ·-·-··_· _. __ · :./4~}·:;·_: ~~~l·_-·--:·:·~( .-A). ~:--~-j~ ~~::~ ~--M 1~-_iM.&1-:.· -~~-=1~~~~~i~;~-~4~ ________ --_--_-. · _!'_f.~--~ ._4_~_ 1' ·_: -__ · __ ;~ __ .:__-___ -· ____ ,/J;;~~~~~ a~~{ L )Cw'>~~_:__~'-~~->-~7_;i_~--~~ •• --··--·.· ----·-·---------· ------., --! .. ---. -· • .. • _----,;-. __ ---__ ··-·····-··--__ z.-+----·-·-· ··-·i __ -___ ---···---------,-·-----· ·-----.-----... ·------·----··------- . ·-·-'C>"' L n/l,r1··-e J C I I~ --· ....... -·-·-. 1.:...'<-l ,-u...,. 1":7-J-.r_ ...... ---_ .. " -. --.. ~-----, . ..:.. -----. . -. ···-- ••• ··----·---Yi . . . . ,: ~-- ::;;/l~------.f?;? -c~u "'c· -s~c;~/-.ao·=.,'------------1c. -~--..__ . () I Jl .... J }. -t; · ~ ~---.·. _-i__· ·--.. -.. ~ I . ··-· ----------··. --·-·-·. -----------------------. ---------- 1· .. . .. -· ----~-,..-=-~ ps e ---·· ------·--·---· t,::::..i . ~----. ... •••• ,..11.~ ----·---·----------------------··. ---. ! ... / . ~ . \_ II -·· ·-·-q.:::: -?0 -~ . A:.v-(--:. Lt(~;,;· -_--. 1- -. ~ BS L ~P.)( \ ,~) -~ .. • W. J_r'L.. l"L-~ i1-•---------· Hi.<~ 1,4 (1.,.1')( i) + ,,'b1 ( ~o-q')-=-t;5 !t-?ri, hY\-\,e,(t, , -I 0~ r,-,-Z. :· . -----, e;,.; l'1 ~ . .. . . .. -·-·--------· -- IJ $E' ~ +. J!',t412.. H .!IJ' ~-~---:·:. (~5-1-·;::~·-: ~--;'.:?.ti\~-__ -~---~,~:-=-~ V· ~-~ ---=--~~--_ MJN , ••n• -•--·• • •• --·• •-_,_,. • -.-, ····----·----·-···-·--·.;·-..... :~:· :· ~-~~i:_-.;_~--tJ~~~::)-~~~-; \::"[ ~}i'l. . ·\ -~-~~~:·5~~-=~-i.-~f?iJ_ .. ,_: _______________ _: _~-~~~~-~=--: :;~/--:-,~5~=~::=r~~~~~~~~-i_.;;:-~::::~:q2e-~ ;~:--Ei~i~-~/-1-: .. -........... __ .__ ' . ...• : . ..,.. ... -----·--· ---·---·--,. .. ... _.!_ _________ ;_ : ; -----'1---------··-· -------~---------··· 1 > ~ · ;_; . ~ ·'' · · l · ·' l . ~ . : . ---.... .' --1---; ____ : __________ !_-_ .... -_:_ .. i-.. :: ·--· ~--··::~·. : ___ ._J _; '--!--~'. : __ -~ ;·:=-·: --~ :--~ ::_:_ : :-=:_ ·~·-:·_1·~·-·· ~-: --· ·:: · --~ ·. <-· 7 .• -~ ' --· -. ... t -•••••••••• -7 ··-. ----....... - • • • 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 THICKNESS= 8.00 in REVEAL DEPTH= 0.75 in STEEL DEPTH= 3.62 in PROJECT:CRC Lots 47 & 48 LOCATION:Typlcal 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 SPAN(lc}= 26.33 ft Ee= 3321 ksi PARAPET HT= 3.67 ft n= 8.73 SERVICE 1.4(D+L+E) I 1 .75(1.40+ )I LOADS: (plf) LOAD. 0.90+1.4E 1.7L+1.7W} 0.9D+1.3W ECCENTRICITY (in) --6.50 ----- DEAD LOAD (!;CC) 336.00 470.40 302.40 352.80 302.40 LIVE LOAD (ECC.) 0.00 0.00 0.00 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 l 30.00 42.00 42.00 NIA N/A WIND LOAD 18.90 NIA N/A ~4.10 ' 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 21:15 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 CRACKED DEFL.= 0.24 NOMINAL OEFL.= 8.59 8.43 8.47 8.43 Ms@MDHT(SEIS)= 34.77 Ms@MDHT(WIND)= 25.00 Ms@TOP= 2.18 SERVICI; DEFL. @ MDHT= 1.286 1.343 0;205 0.205 SERVICE DEFL. @ TOP= 0.018 0.018 0.018 0.018 DESIGN SUMMARY: PHl*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.DEFL=(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 ksi SERV.l,.D.STRESS= Q.02 ksi OK 0.6*(RHO balance)= 0.0128 RHO(steel ratio)= 0.0078 OK Pb= 35.33 35.33 35.33 35.33 Pu= 2.83 1.82 2.12 1.82 OK WC.\ • • • NOWAK-MEULMESTER & ASSOCIATES == TILT-UP PROGRAM== Version 1.02 (1/8/91) (9/12/95) INPUT DATA: STEEL AREA (IW-2/F THICKNESS= REVEAL DEPTH= STEEL DEPTH= WIDTH(b)= SPAN(lc)= PARAPET HT= 0.42 in"2/ft 8.00 in 0.75 in 3.62 in 12.00 in 29.00 ft 1.00 ft PROJECT:CRC Lots 47 & 48 vJ C '2 LOCATION:Typical Wall (Lines A & J) JOB NO:97-044 9/2/97 8:29 AM CONCWT= fy= fc= beta Es= Ee= n= 150.00 pcf 60.00 ksi 3.00 ksi 0.85 29000.00 ksi 3321 ksi 8.73 SERVICE 1A(D+L+E) .1 -I.75(1.4D+ 1 1 LOADS: (plf) LOAD 0.9D+1.4E t7L+1.7W) 0.9D+1.3W ECCENTRICITY (in) 6.50 ---- DEAD LOAD (ECC) 24.00 33.60 21.60 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 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 N/A N/A WIND LOAD 18.90 N/A N/A 24.10 24.57 WALL LOAD 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.DE.FL. ' 2.32 lg= 381.08 Mer= 28.79 CRACKED DEFL.= 0.29 NOMfNAL 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 DESIGN 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 OK Mu@TOP= (in*k) 0.22 0.14 0.16 0.14 OK ' : ALLOW.SERV.DEFL=(in) 2.32 2.32 2.32 2.32 MAX. SERV. DEFL= (in~ 2.25 2.31 0.27 0.27 OK ~~· 0.04fc= 0.12 ksl SERV.LD.STRESS= 0.02 ksl OK 0.6*(RHO balance)= 0.0128 RHO(steel ratio)= 0.0097 OK Pb= 30.53 30.53 30.53 30.53 Pu= 2.20 1.42 1.65 1.42 OK • •• • NOWAK-MEULMESTER & ASSOCIATES ==T~~UPPROGRAM== Version 1.02 (1/8191) (9/12/95) INPUT DATA: STEEL AREA (IN"2/F 0.27 in"2/ft THICKNESS= 8.00 in REVEAL DEPTH= Q.75 in STEEL DEPTH= 6.34 in WIDTH(b)= 12.00. in SPAN(lc)= 28.00 ft PARAPET HT= 4.00 ft SERVICE . 1.4(D+L+E) I LOADS: (plf) LOAD ECCENTRICITY (in) . 6.50 - DEAD LOAD (ECC) 840.00 1176.00 LIVE LOAD (ECC.) 0.00 O.Ob AXIAL DEAD LOAD . 0.00 o:oo AXIAL LIVE LOAD 0.00 0.00 SEISMIC LOAD 47.20 66;08 WIND LOAD 18.60 NIA WALL LOAD 1800.0 2520.0 PRO~ECT:CRC Lot47&48 LOCATION:28' Pnl-Openings one side JOB N0:97-044 10/30/97 9:52 AM CONCWT= 150.00 pcf fy= 60.00 ksi fc= 3.00 ksi beta 0.85 Es= 29000.00 ksi Ee= 3321 ksi n= 8.73 , .75(1.4D+ J 0.90+1.4E 1.7L+1.7W) 0.9D+1.3W ----- 756.00 882.00 756.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.08 NIA NIA NIA 23.72 24.18 1620.0 1890.0 1620.0 INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?.(YIN) N CALCULATIONS: ab= 3.1.9 .Pb= 81.40 PHI (incr.)= 0.872 0.882 0.879 0.882 Po= 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 lcr= 91.28 86.74 88.12 86.74 ULTIMATE DEFL= 3.76 3.84 3.81 3.84 ·Mu@MDHT= 95.44 89.29 41.33 40.02 Mu@TOP= 7.64 4.91 5.73 4.91 ,ALLOW.SERV.DEFL. 2.24 lg= ~81.08 Mer= 28.79 CRACKED DEFL.= 0.27 NOMINAL DEFL.= 4.32 4.35 4.34 4.35 Ms@MDHT(SEIS)= 62.13 Ms@MDHT(WIND)= 30.52 Ms@TOP= 5.46 SERVICE DEFL. @ MDHT= 1.905 2.018 0.356 0.358 SERVICE 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::i (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=(ih) 2.24 2.24 2.24 2.24 MAX, SERV. DEFL= (in) 1,90 2.02 0.36 0.36 OK •'. 0:04fc= 0.12 ksl SERV.LD.STRESS= 0.03 ksl OK 0.6*(RHO balance)= 0.0128 RHO(stee!· 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 THICKNE$S= R~VEAL DEPTH= STEEL DEPTH= WIDTH(b)= SPAN(lc)= PARAPET HT= LOADS: (plf) ECCENTRICITY (in) DEAD LOAD (ECC) LIVE LOAD (ECC.) AAIAL DEAD LOAD AXIAL LIVE LOAD SEISMIC LOAD WIND LOAD WALL LOAD 0.46 jnA2/ft 8.00 in 0.75 in 6.00 in 12.00 in 27.80 ft. 3.00 ft SERVICE . 1.4(D+L +E) I LOAD 6.50 - 348.00 487.20 0.00 0.00 2815.00 3941.00 o.oo· 0.00 63.30 88.62 47.70 NIA 1690.0 2366.0 PROJECT:CRC Lot47&48 ·.-WC~ LOCATION:28' Pnl w/ Roll-Up & Man JOBNO:97-044 10/8/97 3:00 PM CONCWT= fy= fc= beta Es= Ee= n= 150.00 pcf 60.00 ksi 3.00 ksi 0.85 29000.00 ksi 3321 ksl 8.73 1 .75(1.4D\I 0.9D+1.4E 1.7L+1.7W) 0.9D+1.3W --- 313.20 365.40 313.20 0.00 0.00 0.00 2533.50 2955.75 2533.50 0.00 0.00 0.00 88.62 NIA NIA NIA 60.82 62.01 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 lcr= 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)= 80.30 Ms@MDHT(WINQ)= 67.22 Ms@TOP= 2.26 SERVICE DEFL. @ MDHT= 2.002 2.095 1.608 1.630 SERVICE DEFL @ TO~= 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 92.42 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 ksi 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 • •• • NOWAK-MEULMESTER & ASSOCIATES == TILT-UP PROGRAM== PROJECT:CRC Lot 47&48 LOCATION:28' Pnl w/ Roll-Up Version 1.02 (1/8/91) (9/12/95) JOB NO:97-044 10/8/97 3:01 PM INPUT DATA: STEEL AREA (IN"2/F 0.41 in"2/ft CONCWT= 150.00 pcf THICKNESS.: 8.00 in fy= 60.00 ksl REVEAL DEPTH= 0.75 in fc= 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(0+L +E) I . , .75(1.4D+ ii 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 ~65.40 313.20 LIVE LOAD (ECC.) 0.00 o.oo O;OO 0.00 0.00 AXIAL DEAD LOAD 2760.00 3864.00 2484:00 2898.00 2484.00 AXIAL LIVE LOAD 0.00 0:00 0.00 0.00 0.00 SEISMIC LOAD 62.14 87.00 87.00 NIA N/ft,. WIND LOAD 50;00 NIA N/A 63.75 65.00 WALL LOAD 1,690.0 2366.0 1521.0 1774.5 1521.0 INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(Y/N) N CALCULATION'S: 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 Q.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 oes1GN 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. SERV. DEFL= (ii'!) ~;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 I '"y,CS"" 4~5 aF. • • PROJECT:CRC lot 47&48 _ LOCATION:28' Pnl w/ Man Door NOWAK-MEULMESTER & ASSOCIATES == TILT-UP PROGRAM== Version 1.02 (118191) (9112/95) JOB NO:97-044 1018197 3:01 PM INPUT DATA: ST:EEL AREA(INA2/F 0.61 in"2/ft CONCWT= 150.00 pcf THICKNESS= 8,00 in fy= 60.00 ksi REVEAL DEPTH= 0.75 iii fc= 3.00 ksi 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 . 1A{D+L+E) I , .75(1.4D+ jl LOADS: (plf), LOAD 0.9D+1.4E 1.7L+1.7W) 0.9D+1.3W ECCENTRICITY {in) 6.50 ---- DEAD LOAD (ECG.) ~48.Q0 487.20 , 3~3.20 365.40 313.20 LIVE LOAP (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 N/A N/A 57.38 58.50 WALL LOAD 1'1.~90.0 2366.0 1521.0 1774.5 1521.0 INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(YIN) N CALCU~ TIONS: ab= 3.02 Pb= 55.7'$ 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@Ml;>HT= 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(SEIS)= 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 DESIGN SUMMARY: PHl*Mh= (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@~OP= (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. O1;:FL= (in) 1-?6 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 \ ·~CS" :i,.~5 E.\= .. NOWAK~MEULMESTER & ASSOCIATES. PROJECT:CRC Lot47&48 · _ -U)C...'1 == TIL T•UP PROGRAM== LOCATION:29' Pnl w/ Man Door Version 1.02 (1/8/91) (9/12/95) . _JOB NO:97-044 10/8/97 3:02 PM .j INPUT DATA: STEEL AREA (IN"2/F 0.61 in"2/ft CONCWT= 150.00 pef \'?,c.r THICKNESS= 8.00-in fy= 60.00 ksi REVEAL DEPTH= 0.75 in fc= 3.00 ksi .2. k 5 e.'F. STEEL DEPTH= 6.00 in beta 0.85 WIDTH{b)= 12.00 in Es= 29000.00 ksi SPAN{le)= 29.00 ft. Ee= 3321 ksi PARAPET HT= 3.00 ft n= 8.73 SERVICE 1.4(D+L +E) I , .75(1.4D+ J . LOADS: (plf) LOAD 0.9D+1.4E 1.7L+1.7W) 0.9D+1.3W ECCENTRICITY {in) 6.50 ---- DEAD LOAD {!;CC) 55.00 77.00 49.50 57.75 49.50 LIVE LOAD (ECC.) . 0.00 0.00 0.00 0.00 0.00 AXIAL DEAD LOAD 3150.00 4410.00 . 2835.00 3307.50 2835.00 AXIAL LIVE LOAD 0.00 0.00 , 0;00 0.00 0.00 SEISMIC LOAD 68.30 95.62 ;95.62 N/A N/A WIND LOAD 47.00 N/A N/A 59.93 61.10 WALLLOAO 1750.0 2450.0 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 (iner.)= 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 ler= 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 Mu@TOP= 0.50 0.32 0.38 0.32 ALLOW.SERV.DEFL. 2.32 lg= 381.08 Mer= 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*k) 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,.~3 2.30 1.61 1.63 OK 0.04fc= 0.12 ksl e> 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 NOWAK-MEULMESTER & ASSOCIATES PROJECT:CRC Lot 47&~. l,i.)C..b == TILT-UP PROGRAM == LOCATION:29' Pnl w/ Ma Girde Version 1.02 (1/8/91) (9/12/95) JOB NO:97-044 197 3:06 PM -·~ INPUT DATA: ., STEEL AREA (IN"2/F 0.44 in"2/ft CONCWT= 150.00 pcf 4' ~CS' THICKNESS= 8.00 in fy= 60.00 ksi Rl;VEAL DEPTH= 0.75 in fe= 3.00 ksi .ii:.&, @._ \?..'' 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.~D+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 AXIAL.LIVE LOAD 0.00 0.00 0.00 0.00 SEISMIC LOAD 42.00 42.00 NIA NIA WIND LOAD '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= f.370 1.238 1.277 1.238 ler= 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 ?5,90 22.20 ALLOW.SERV.DEFL. 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 67.6() 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 ks! 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 • • PROJECT:CRC Lot47&48: . LOCATION:29' Pnl wl Max Girder NOWAK-MEULMESTER & ASSOCIATES == TILT-UP PROGRAM== Version 1.02 (1/8/91) (9112/95) JOB NO:97-044 1018197 3:04 PM INPUT DATA: STEEL AREA (IN"2/F THICKNESS= REVEAL DEPTH= STEEL DEPTH= WIDTH(b)= SPAN(lc)= PARAPET HT= 0.44 in"21ft 8.00 in 0.75 ill 5.63 in 12.00 in 29.QO ft 3.00 ft SERVICE CONCWT= fy= fc= beta Es= Ee= n= 150.00 pcf 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+ 1! 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 587q.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 l 0.00 0.00 0.00 NIA NIA WIND LOAD 0.00 N/A 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 CALCµLATIONS: .ab= 2.83 Pb= 60.27 · PHI (incr.)= 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 lcr= 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= 0,23·1 0.231 0.251 0.251 SERVICE DEFL. @ TOP= 0.246 0.246 0.246 0.246 DESIGN SUMMARY: PHl*Mn= (in*k) 1'43.66 131.58 140.77 131.58 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) o.?5 0.25 0.25 0.25 0.04fc= 0.12 ksl SERV:LO.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 lnc:s-- .±r fo ~ \~ 0..C-e.. F. . -~ -· ··~· . -. . . .. .... . .. ••• • ~---~-~--~-~ _ NOWAK-MEULMESTER&ASSOCIATFS ___ . 'f, STRUCTURALENGINEE.RS . - --6830 Oberlin Drive, Suite 200 · -___ .. 4\ 4 ·· Sen Diego, California 92121· -(~19) 466-6681 ·· · F~: (619) 453.3947 . _!3Y '.PA:f' DATE l0/"l'1 ' JOB NO •..... W ,c-u_ · At-lC ~ ti ~ ::: 1 o '5 f L f, \~~~ · €. t--11i;::,17.£ Y-z. 'PE12-l.l!SC.. f,.._ = l,~C.1-;isJ ::: 110_2. ti+_ iv~ ,S pA-Ns -01(Z,.,(t"c..:t'L->f n:;, J 01 ~ns r p, J ,:.. fi C \ I OZ.,) _:= e8'20 lb / J 01 ~. SpAc..1~ '°1 .:!'>f a..c-~,.~l\)"ouS <!.fZ.D-&'$ 'itC-$ ': ~A. of 'DIA~A'="if-1 -P,!1..ov1v,;>G' ·4'' 'i3::v1'Jt7~ ..JA-a ... ~ 1 uJ ;,vtv~ :.JA -= 4Z'S pLt. _ ~ _ · 401-o·H -Sff~µ.£::i, ~\o-'2.l~.w = 5411 p{? ~ -4:t~r1f er'~ ,z. t 'S' '-" ') : v"S= ~d-oi'--c..u~s Tiff: '$pA~ l •• .r~; -· .. A~I'¼-t-o4-o €. ~~~ r,~ .. F'Ac == 40(110~ --4-':l oeo lb, U~1b ~I r-=E" 'ii. C..Cl-J,J ~ ~(tZ.t?t:1Z.-.S :: · ~~'.b-'$'i"ttl-A~ · = 44,oe,/.t..,l~~'; = 2. 1n1. _ _ vse ~4tH"' ;1/z." "" 11-0·1 j-e w/ -5'1 ef t:;,/tLP (,/.J.-rT' · E:.A ~ '!) I Pi: ·of fi? w. e,\ • -> i:r. ,s,-.. ~-4$ l::>1 ~ U,-l ~ .... WA-~ "?A-iZ-A ~ TO ~ j <,JAU-~ ~~ ~ f'.::a. c,.,~ = · 5(:;IJ, f If IJJ~e:-(E.. N 1~01.$ 1/z. 'fe1t-t)~C. F°A--. \ ,'$( t::)fc;~) ~ e,cr 'f{{ ~c., 1 ~, iu:,tm.. ";)('A-~ iJGi --p;u,.,;, i'.:·c:P ~t::CJ'-' ~~ e. "1· Lo~t o/c. FA=-·4 ( B~) = ~/$_\~ lb, ~ 1-ot: 4')(. i31.,c,c.tt,.,i-.14'i e, -1:;."'~4 S'""IZA-f ,t.. l"-1~. v.J/ ~) !4-""W~ S,, ~, Sve.--r:>1A-f~·~t-1 I. -~\-~--0 1 . · \lsJ,_-:~ _ e, ___ ,-, ,..,-:r-_-~ : .. -:::=-~_::., .... ~S<; '-!A __ ,o_f ':····: ·: ____________ ······----. ..\ . ~--~~1~ __ · ~~0-~-1 . ~~ --·:··· . . . ; .!1-a: .l,A -l P -·: · -· ····· --··- .--·~:~=~:_;;~:~:r~~ ff~. > ~~,:~~J;: ~. . ::.~. = :=· ---~ :~_: ~~~ ~-•:~:: ~ . -_ ~ . :.=~ . -:~~~ ···--·-·---·· ..... > --• NOWAK-MEULMFSTER & ASSOCIAT.FS STRUCTURAL ENGINEERS -···~-~·/ -~= ~~~----~,_Yj'~~\ -. -· -·4'\ ~ -. 5830 Oberlin Drive, Suite 200 ~an Diego, California 92121 · (619) 455-6681 .. _ .. : · __ F~: (619) 453-3947 -·· · ·· · • •- ~ -·· -- SHEET NO. S-c>--2-OF --- JOB NO. --~-~,M~~-. · CrU::>~~ T!~~ ~ ~~ ~ '2.: . RE~'b Ce?. B\-o" . o/'c:.. ~Tr'--¥· ~(: • ece,.,") --e{,.,i::i1 == ~!Pi.cs 1~., · . l-'E>i: . ~n=--ip, M~r LP o cs~ v2. · F"r r2,rp,-~ 01~<r . · ~ · -4~' ~ _· . . 'Sn'--A-t' ~~ · = <is:C~1t:i"> -\1.-(1-it:1~ · ·=· ~\1.#e: \b, ·us~ !>1t-1f, \"J\~-r"1e, ~ -se;~o ~ c-1 ~ 'j. O?J ,4'il.-l S , sraArp Fea--c..E" = sC.e-,~~ -.1-t1(11&r') ~ ,z..'7?f...... th., uu -s,r--1f, H~T z~ ~ -n4,rit-o .JO'\~,-~ ~\~ ~~ '(,,:;,~ -=-e(e"fl')-,zc,,c;') =-\~o,4 \6. u~ "'>IMf M-s~ Z-4@.. r-o..n:-r;+ jois;r ~ z 'I.'">· . . . . . .. -·--·-----·--·· --· -----. ·-..... ·-·-·-----·-. . . . .. ' .. ··-. .. .. .. . . -· -----___ ! .•. ·-.-.. -··-i .. : . . . -. . ---. -... ----. . .. -· --. ---....... ··-' . : .. -. ---~----... -· . ; : ... -' : ··! .. _ ----·'1·------·--·----·. 1--------------:--------·-·•···-i· _, ·-· .. I I -. ··--i--·-·-·-·. -------------------------------------------------·-·----------------------------_j . . '.----------;·-· .···--·.:-:~.:~.~Q~~K-MEULMESTER & ASSOCIATES--------------·-··--·-·· -------'.---~ . -~_:_:_-:-)::;. ----·--__ ---,----~ ____ • _ STRUCTU~LAN~~_IVIL EN~l~EERs-:-_-_:--::-:-:·.~. :· l-~-:_--.:..,.~~::-::==~:~::.._i ___ --~:--.~-~~-=~ .. :-· i ! .. ---· .. -1--..;._ ___________________ .;._ _____ ...;.. ___________________ _ • ..!. ··------1-------------,.---------,,--,-...,.------...--,,--.;.,..---------.;,-------------------------------BY~DATE \OM""t · PROJECT··-t' .U_/1,-i. I -r--· ~-:"7 t/ 4.e>· · ·---·· ---·--···--·-·····---· SHEET~O::.&l.::..OF.=..=r· •-·-·-·- ---·- -.... -~ ------:- ··--· ·····----c--· ... ·r ---"-·.-. ·_· . . --... l .• .. .•.•• c·--·. -----·····:· -·-r-; ' ' -'-.....i.-f--------·,--··-------:-··-·-----. -·--····-·-·-···------··7··-··-··-·······---·--· -··1·-.·-------··· 10B_NO.-------·-. !--·-----1-------------------------------------------------- • . --~ -~-- ----------------------------·------·-···------· --... ·---·---··-·-----·--··-··---·-········--·· ··--------·--·--.. ----·-' ---· ------~------------·---------·----------------t ! ·-··-. ---·-·--\------------. 1---··---. -----------·--··---------·--- ·-· 1::'~"7"1£, ;-r--: ·~·--'.-:·,_,.----PJ'o.=' \;,,., £'---· -~II"\"~ Nfr..-+._::J _ .......... l':"l.f... __ ~ .. · e ·c~ .-~ tt.i. _ t>c,c:,u..:: :.:.:~=·=-~ ~-~:~·=::=·---~~=-~.: :~ -• •--•'" -··------·••-----·-·•---------··•·•-••n••--• ••• ' . ---· ... --··· .. ---·--.. J _____ --- l ·-·-. -· --.. --·--------. -· ----------·-··--·. -·--·---···--_i _____ -· .• -· ------• ··----. -------·----------cP~----:. ____ : _____ ::._: ___ . _:.__-_ ~:-~: .. : ----.----··-·---~-.. ---.. ---. ----::~. -·--. ·-·--· - . . ~-.. A"t"n\·(...~'1:ir~M f>l.,"T"t:"12-. -...... . . . ·--.-----------------·--. ------- ·-··--··-. ----·,..--·-_·.._ ... _111:1 __ -.... \. t,-·--.. ______ -·-·--··· ·---·--t...__--'ic·· t-c,_ .. ----·-------------------·------- ·----'·-. -------··---------------·--------- · A t.J~'f-"5-t .. ~ ·: ... :::_~::~:-:-::::--:::-::-_·:-:-_:··::-.. _ ·-i ·--:-·· ·· .: ·_-···::--~ : -.. ·-· ...•. --·-. -..... l ··----· ---·-.. -·-- I ~ #.:·-A, ··r., · p:::::.•·-··=·· ·· -, · A-.::-,,· 1-.--,,n• · ··-v;:;;,:;. __ .. "'1-~ ... ..-:".' .. ~.w. ---~-~, t;-,~-o. -·. ·-. o. -,_,: ::.-:;;: ;t,;.~~--L,;,~,-~=-~-;:~;~~~:~~~ 11!:,..:.._·_:_ ___ _;_:-1J;,Q"IJ t\?e ..-, ic;.. . . ··------~ ,r.,,r't"NI..-c;: . L ~ J . -P~i~~:.:~-~{ii;l=.1t_~~~~~ _(i) . ----J.• ____ --···--------. ' --i--·------·--· ··----:---------....... ·-- ---..... ·---·-·-----------·----------------- ··-···-·----------------·------·------ . --·-... ---·--------·. ' -( -.. ---·-·----- -----------·--- ·-------~---------·: :·· i ~ ~ ..... ---~--~--------.-: :~·:-.--r·. -·-----···--------i---- ____ ,.. ____ ·---~ ---·····--·---·-------~ . .: ---. . · __ · ! __ 1 __ : _____ , ______ . ___ i __ •• •• . -·-.... -: -'1 . -. ---· -----d·-----·. -1 ' :.--.::_-:-~--:_· __ 1 1 ~.:· _-: • .-:=·:-:-:~_:,. ·_:-;-i--:: '-1_'. __ :_·:_:1,···•· .· .·.:::/--:·-_::~ __ · ______ ._: :_J ·I< _:dr_i~ ~: > : : • i. ··· · .'...L.1. ''. I'·_-· -,-f ',',, ---+----~ :->+'···-'--·---·-:-·--:-'-+'-II . i '~ .. i' : : ~ ; : : • ,~: . • ; ; '. • : .• 1 ~; i \.;;: .. _:_,_:, .. ,;_: _: __ ':1 _,; .:: .... : __ :_1;·--_·-__ ·, .. :· __ .-._._-___ .. _· __ ._:_, ·_: __ ··!_i __ ._· = ·-;-_-'~~~~-·-· _::·_< : l·· .. .= .. :. \. ' .. >-~ . =::: ::.· -·= -~ l -'-~ .:::·< =·=-~-·: ··::·.·[=-~' . !~' ·-,<=-:-'..::;~ --, 1 -, :-· i-,··: ~-~·-------~--·---· -: -~· -. ! ., l •• ; • -• --a ~ ·; -'--· ! ·: ···-: .: .. '·-.' - NOWAK-MEULMESTER & ASSOCIATES Title : CRC Lots 47 & 48 Job# : 97-044 Dsgnr: P. Feath Date: NOV 3,1997 Description ...• Reta(ning wall panels at loading dock • CANTILEVERED RETAINING WALL DESIGN Page 1 of2 I GENERAL I 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 j FOO.TING 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 = 3.25 Footing Thickness = 12.00in Lateral Sliding Force = 636.4 less Passive Pressure Force = 376.0lbs I KEY DATA I less Friction Force = 627.4Ibs Distance from Toe --0.00 ft, Added Restraint Force Required = 0.0lbs Width = 0.00in Depth = 0.00 in [FOOTING DESIGN RESULTS 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 @ ~ottom = 3.00 hi Mu< S * Fr Mu< S * Fr Toe Heel . ACI Factored Soil Pressure = 1,262 282 psf Mu' : From Upward Loads = 1,250 0 ft-# Mu'_: From Downward Loads = 347 616 ft-# Mu:· Used Fo'r Design = 904 616 ft-# Key Reinforcement: Actual One-Way Shear = 6.48 .9.98 psi 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@Toe = 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 = 2.71 Sliding Ratio Ratio = 1.58 • RetalnPro V4.0a (C) 198~ERCALC- 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 SUMMARY OF OVERTURNING & RESISTING FORCES & MOMENTS Item Heel Active Pressure Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Toe Active Pressure Soil Over Toe 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 1,368.0 0.53 -25.1 O.T.M. = 1,342.9 Page2of2 • .. ... 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 Vertical component of active pressure NOT used for soil pressure • Toe Surcharge Not Used To Resist Overturning Heel Surcharge Not Used To Resist Overturning Resisting/Overturning Ratio 3,639.7 2.71 I STEM CONSTRUCTION & DESIGN Design at this height above ftg · = Wall Material Above "Ht" = Thickness = Rebar Size = Rebar 0Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force@ Section = Moment .... Actual = Momeht. .... Allowable = Shear ..... Actual = Shear ..... Allowable = Bar Embed ABOVE Ht. = l Bar Embed BELOW Ht. = Wall Weight = Rebar Depth 'd' Masonry Data = fm = Fs = Solid Grouting = Special Inspection • Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. = Concrete Data fc = Fy = RetainPro V4.0a Top Stem Stem OK 0.00ft Concrete 8.00in # 4 18.00in Cente 0.579 796.51bs 1,343.7 ft-# 2,321.3 ft-# 16.59psi 93.11.psi 12.00in 6.00in 100.0psf 4.00in 3,000psl 60,000psi ' • ·S"C . in o/c oncw/#4@ 18 . • Designer select all horiz. reinf. 1'-6" --.+,.-..'.:::!'_____ 3'-3" • 5'-0" 1·-0· I ' 5'-6" • l r -· -r, --· -·. STRUCTURAL ENGINEERS · -5830 Oberlin Drive, Suite 200· . 1:~-~--..J .. .-NOWAK-MEULMESTER & ASSOCIATES . __ . _ .. ~\: ~--_ _ San Diego,_California 92121 . _ _ (619) ~55-6681 · FAX: (619) 453-3947 · · · .· ~-= .. --1 · SHEET N~. L, \ . ····-! ... OF ··-. ··-1 --. -~·-··1 JOB NO. . -·-···· .. LA.'rt:12-At.. A...iN-'f-S, s .~ ti A ~1-s,r,.,pc. ~o--Jr,-.,:,t •• fs __ ... _v_=_ __ ZIC. w z.~ . \.::: Id:) 12w : .. ~=-.18'b w A lg It> IF 1, 1-4·~ -~ .. t -N ,_,. , L 40 -~ 'SO l 't" i ~z f'ci' lL wt· ] l W .q. l , \ ., j WA: i · · ] Ws i~_-----'---.J---~~--,---lj ~J --I --- - l I I ~[ ~] ~ \[).i-~.,J r.J~ ~t<: ~ ~ ,Q Jj U:o 1 '2-!t. -.. ··-. - <'2-4,\ Ii ., '2 -4 , I It.. " ',,, Noi:i.rH ~ 1..e:-1et.. r:Le.<.11£.U:: P117r~tEi1--1. . w1 = u."2-(21 -z-' ') + 2. ( z.%. + 2-'>( o/i :z.J C 150 J t . 1 6;) = \ \ et, \ 'o I fr: W1..-= ... 1e~ [rzol1.1z.')+ i(-z.%+z;C~')J -= to-4B lb//r. w'2> :% ,le!,'? C e.oC .. zB){\4o)+-1z.( • ..,·i)C\AO)+-( Zv/z.. +~x,c::o+-91] ~ 104 11:,/fr: w1 ::. ,.1 . .e:;i[wC,~)(\~,-1zl,1z.)UiS~+--,z"(~-1-4"'){1c-o)··J. ·.=-10s.~ li:..Jk ____ -~ wtb =---. ie·it '1oC~') r G i!rz.+~\(t°c,0+9·\J., -=-lR~:z 11dj tr.: _ · -· --- .... ·-·---. --··-··-.. -... -. . . . . --· ------ . ·=7:-· -~---'Yf .· . NOWAK-MEULMFSI'ER. & ASSOCIA'fm . . . . '/, . STRUCTURAL ENGINEERS . ···-5830 Oberlin Drive, Suite 200 ___ -_____ . _ ~\ ~. San Diego, California 92~21 · _ . (619) 455-668~ · · ·-· FAX: (619) 453-3947 · •~ •• .. ••• V IA-p 11 AA<:" t-1 1'6t, 1 a, .J t.,1 ~ 'S. 'Pl ~e-~1~ -~ l:\.~ \ Wii.'.>'\ Of CiA-si-19f ~n,JS'!;i--\ !-1~6. \ t: o t3e;j1.JS:;).\ l-\t-JE o if 4,~ :r::, 1', 5 I t,o· ·1 • '?\rl k. \f s . ·-··-·· -· .... OF ·: · ... ··. :=.·j~ . . ·-··· JOB NO. js:l! C. ::: I IV k, T ::-c.. -= I , I 1"-; EJ ~e,· .101 IL-\t F' f,S ~ Af!,, -• , "'1 : t1~ A6 --o "? ~ l'J 1- • -:,;· ~. ~ _ NOWAK-MEULMEST.ER & ASSOCIATF.S . ~f/ J~ STRUCTURALENGINEERS · · ~ J. \ 5830 Oberlin Drive, Suite 200 -· _ .. ~ .. · _ .. _San Diego, California 92121 · · (619) ~55_-6~81 FAX: (619) 453.3947--· .... ---~ . .. . . --·-·-··--! "'D~~s PROJECT . ·· t 2~ l.."l"'.6 . 41 4' 4 e, . ·- '-\ u e: A tr ~ c,.,-ri4-cf 2 r,l~r,4 Of L..IIJ5 13 JOB NO .. JJ =-'\2..1 \J,. \f- \}J_ ::: ., ~ -:& "'-\ t '1J..:: , :s-1..oz '-'..tt= '$o1)i1-t q= L-\ 1,4 ~ · F' , , ~ 0,z..r.4-'f t..\-r--l \; ~ ~ 5 o,.;,i..\-~ H tJ ot2-n+-ef L.\,.Je-14 t. sov-ri+ Of j '1~ ~ . ·oef\ \'-\+ "J. = • c:,~9 "Be.~;;i-.l 1..1 ~e A 4' 6 -s~ !.-tt,J :.!' 6 4' Qi -e,-srv.}e.w \...\~e G;~ µ, -oen~.>~ '-,1...lr:: H 4" ~ --r~~ -:t. I. 'J.A.~ 11._ 'T=-c.:::. z.7,ofl- ,.-==--c.. = .-, ~ .,. ~ c... -=-• s, v.,_ L.,~e 1o · @. ,z., i::; :-\~~-e, e ;, L.14e 12, ca ;,1 {&.E,.,-,., k. -;o k'.. ..,.~ • .,. k.. . ---. . ----~--·---· :· ~-··-···-·-.... ·~ ,._ . -. ·--... -·--·---··-----··· ..... -·-.. .... -~ ,... .. . -~ .. --. -... :-·~ ___ , .. :............. ... . ..... --.. I OF __ _ ' . . ·--·----, -...... -. -. --· ______ ;__, . ----. _______ ... _..;,_: •-· -· • -· ~-... . . ··--- ·-VJ STRUCTURAi.ENGINEERS ... . · 5830 Oberlin Drive, Suite 200 · . ·1·~· ~·-~ ·. _ . . NOWAK-MEULMESTER & ASSOCIATES . , ~ ~. · · San Diego, California 92121 _ . (619).~65-6681 -FAX: (619) 453-3947 .. ~-·: .. :::- PROJECT--=~=· --=--=le,-=-'-_·._. ·4_._·1..,_--.;;:...l....J4=~;....·_·. -_· ___ ~_t{EET _f-J~. l. 4. . °-F ... ·-· .. :: : ... ~~:: Joa No;·· · ·· · -· · ·-·· · .--~. --~--:.:- "D I L €::,o 1 F e,,z' r· l 104 ·" k>,; J, <. , lL. L,,o -; ~ ~ ~-_,, ___ - 0 ~r: ~I "'~ ~ ~f .:l'lf)J;~ ~ .. ft "= -• • -;-r('j -5~ Hr;z.z. ~-vtl--FLExr:e-tE ~' Mi+P-F-C--1t1 tJ, :: -1~~ [ qz(S'i,'SJ + 2.(4')C1oa') + z.( ,s.t; -4) (9')] -~ u'.) / f. t,,)z :::: , i~-; C 112. Cs,,5) + Z.C4)lt or:,') + (t~ ,'5 -4){ Cf)] =-\ S.4Z. U->/ f.. 0,g :::: • te>':> c. ioC~1,/:$"') + 2(4)(\~')+ c,~.i:;-~") ( '1. + "> J-= ; 1e, 11, /ti ,-~·'1-.:::: .. 1e~ C-"?O l~'7,'5) + zC·f,fo,;,")+ U?ii5-4J('i')J ~. 5ie lb/~ we; -. 1e3 c. ·4cs (,;~.;') +-z.C.4')(.11.·~ +-6J,~--A.J('4+t~)."J = ~45 11,;f, Wv :: , t 2>'?:i Ceo C t>i ,'5; +-2C4)(~ :.-ro') +d.:eJ,'S -1'>( q + 1ooi] ~ ~ lb/ tr \J.~.,.. Sov'T1+ ;~~cn.J; ~ . . . .. . ' . -. .. . ~ I~ -: . .l-uJ I!. . t. •.'4 if. !.A! E""-$!" . of" ~-: . .. : .. \) J.: ~ ·-· ·. Zoz:> 17. f . . . . . . . . : .... : ::~= . ........ eMr:OF t-1JJe '!>. ··-···-··· ·. .. .J1·::c .. : .. \~_1.,tf. ......... : · ........ ·.: __ .:.:_:_-~~~ ; .:· :-"--:~·~·.::: ·:: :~--~-·~~· ·:. -:·.--~.:.~.~~: 1.-~~-e~ ~ ·:.:=~=:~~::::=~·;·~::::~.-J_=:·.~:~::~~~-:::~·:~-~·~~s~:::~_~9.~-f~f-~.-; :~'. .~.:~:· :·:~· :·:~=~. :~.::~::·.~::·=-xj:i ·::: .···~ .~6 L :·\;.iU~: Q,4 t.'S"; .· :~~i-#c:-=--:·· \t.,q~·U,;-:··· : ·-·A-r..·::;· Mi.J1·t-i·l'ii.·: : ·.:.:.:i··!. · ··· · · · · · · t.uJG'· 'P. ·t 'S ·· .. T::!~:::.:·-··e,,ie:,_(h .. · · ·. ·-:·-:·.;: . . ... 'D~s : L\1-lte-2, 'f ~-::. foi::c, l~, • • NOWAK-MEULMESTER & ASSOCIATES . STRUCTURAL ENGINEERS-· -· 5830 Oberlin Drive, Suite 200 · ... -,-~-, 'I/fl , .. ::·· -·'J.\ ""I~~\-. .. . -~\ ~--· . ' -·· ... -Sen Diego, California 92121 . _-_ (619) 455-6681 · · ·.·:·~_:-··:.FAX: (619) 4;53-.3~47 .:. _ -· .. SHEET NO. l.: ~ . OF --- JOB NO. ______ _ !.-IIJ~ ~-@ F.o ,... -r,p,.. ?4~~ ~~~ !...tt41=r ~ e. -°t'-' I~ Ft::1 -::. f I oeo \b, t..it-Je 4,,;@ ·F fuc:: Io qt.,o l :>, L,.ll..le' 4,~ e ,::-es . ' n::, = ~&'?.0 {6,_, ~M-r -. w~sr-vi rz.£~~ ,, s~: 1.-,w~ t> { ..zcvr.4-cp-(- tJ 012 .. :n+ er-r-: ~ ~C'V'r.~ cf f.-s ..i~ (:F f. f;'£ f So-J-:-:..f c(-~ ,.<f '-liJE" C;,,f 4".) Ji~ .-,qo rlf vi~-~o.:::,f't.f ..J.J.. ::: 111 flf JJ ::: 21-S plf \1-..l~~ ~'!if~ A--r--"fG"W'~ £lltor:-\?6 ~ /J-= i:s;,sf{{. C..1>--l~ 'o ~ 4,5 v tc ff L.1 JJ r; "3 4" '5 F r.,. ~. s- L.11J.~ 2,4 ( A6 ·GA 10..\ \...1 uc,: D l.-\we F !.-\1..\~ 'F.~ @. ~ t...,t4e: r.? e 4 •'=> t..1!<lE' c. .-1 .e ~ '-1i-,11r ~ A e -z • (.,. 1=-C. == 4s1-; If::., ,..::e. '= ~ \ (... 0 lt;., 1 :::. c::.. .-=:. t L,o -s t1:,, r=-~::: q 8C::O. lb. Fi::, -:=: ,z..o s~ \i.,., FP ~ -:)..-:i"1~ \I-.,, 'f ~ :::. . 1 D?S \ b fo • \"Z. qt,O \\:.. fo-=-~"i?O lb, ·-'·---·--·_ .. -... ·-···· ..... , ····--·····. ____ ,. ___ ,_,. ---·· .. -----·-.. -··--·----. .. ·--·-·· ,_. --. ----· -- ·---··-----~·-··-·----: ... -----.... . -. --. -------. ~ ·-. --·-. .. . . - • • -• --• • •••--•. -• •·• •-··-··-• • ·-· __ ., ________ •·-· ··-•• ••• • • •••••• • -•• ----·-••••• -• .,. ---· -• •• --• ., -··-----' -I • n • •·---• •• --•-•--•• • "• • •• •• • • • •• • •• • • • •• -• • -0 ••••••• • .,,_: • ~ :_.:,;_! ---·-· _._, ___ !_, __ : ___ .,: __ , -··--·---------·-·------: :-----~ --· ---~-----------· ·--·-~--------··---·-··----:---·-.. ·---·--····· -1 ••• -----.-,-: -·-: 1-.·-.·-··---:-------·-;---·-----7 f I I •••---·•-... • I ~ -··--• -••'••-I ; ..,,. ·--·'"-•-•• -_ --• • ~ • •• ,..~·-• ••• -.; '---.-•-··-I----· 1--··-'---'•••• --j•-• •• •-• -• • • • • ___ .... •..... ~ ···-· ;--· ··---·· -·· · ······-··· ---NOWAK-MEULMESTER & ASSOCIATES··· i-·-. ·---·-·-·· i ·-...••.• --;--····· ... ··-:-•..• -----:--j·--:-·---· STRUCTURAL'AND CIVIL ENGINEERS .. ---···:··,-·--- . t • . ! ' ' l : •• . . .,.,....,.., -~--,-.-1--·-------. ---·-·-. -.. --· - BY.Pd:f.:_DATE\~1 PROJECT-· (!./U., .. ..!.. (,.:,r: 'ft:Jd: 4P,, ·-·---·--·-· -·-· ··-·-------..:~--· -·--SHEET NO. LL, OF·--· :' -:::-:: , -· -· -__ ,. ____ -·--------·-· -_I _l_ .-; --.----···-i-------... ---: -·7 -' :_ •• • -!' '.·. '.· _: .· ··-·:---··--··--~---·-···-···'··· ---····----·-!--·--······ .. ---· -• -.. -. , ···-·-·· , --··--, JOB NO:--··--····-···-·· -· · • ···1 ·-~--'---• ' • --··-··. ' ·1 ... · · .... :_·--_ --_-0_1_L-.t>-~i1.r~-=" e;:'~~ ~. ---· -· · --· -:_\~~ ---· · --0-----1---------'. · · · ·· ·--·. · .... : . · -· ~ -----.. ·----:-------· ·-------····--·------------------·: ----··-----~-------------------·-··· -· .. "" l. ---1 f,, ?,~ .. -·-·---------· -·, - -·---~---·---- . -----. -__ ..., . --~-. I") ·-j -----------·· ; ·--- 5· ···- ----,r;;;----·-·-·-----·-·---··-·--··- . _40~.. =~---.. . ;I ::J ..j ... ,o··---· -. .I\ -·· dl .... r:Q - r. i.i. . . ~ .:I· ··_j· ---..... ·-··· ,1.:.;: :A ;s--: --.. -'6 .. 1 ·· · . "I<oo-f ·-· L~/ El. ="". . f-L.E'<t 0 {)5" 'rf ff12 ~ M ~-· . -----·-~.::.~::-: .. -··. ~· ·-.111!§. H Dr'-r 1-i . r .:S···-.d.-····-······· -~--· ~ di .-~-·er~----:--.. _·: tl .··-· .... 1..-_···-···_··. . k)~-:~.--::·~·,e~C:.20(3cn;{ + -z.(Z!~{ +~;('1).: ~ . \ \~\· p_lf __ ·.·: ... ~ -~~-: 1.A.)i·=~:~, ~~-c.-rz.l~~· -,:~=--1-:_:~l ,;o/i+-z.,\ ( 0Az. ').C1s"j)"J··:· ··-~--:~-i "->~-·fii-~~-------··~.-.:.·: · ::··--· ··- · ·· ·-·-··--·---·--··· ·-··-····-----. -....... .. -~ ~-wi··=-=-:-:; re-:; c·.,. t:·n/) ·+_· i lv.,/2,_ 4 •f) Cl~~ "J . ~.1 ~q·ftf.·.~-·.··· .. --~~~--w--: .. ~·=·-:~,·;~-:.--.... ·\1-(;s)t;-s1") J; z.o( .,z~")(l,s~') +--z('Uti~ +t)J'. ~;S:i :.-:.·._:~.: .. \oso . 1f······· ··-· ·.=.~~.:::~:= 0 ~==::=~: . .' ;--·-·.---.. ~-· 1--· :_-. · ~·-·.· .. -. •. ·1-o ... ;w·-.· ....... _.· · -_-z ·'. -· ~ -·:---,-:--· ·~-~·~~:._. 7, · _-' f', __ ~·---.. -~--~---··· .: .. _-__ --·--·-: -'S--~·.l_ .C_t _( ,~O;(\"\~')_+~ l~ ..... 2)(.J~J.-+._ ~.Yz-.1±.t_.,CI~ .... :-)_"J_~_ ... ~.f-(;f·-······-··--; ----··---------·---·----· -----------· _ _,,_., ____ , _______________ ·-·------------- ·--·--' ----/· ~-----. : • : , • ' i '\.·-----·· • -. 1'------·--.. -• .. 1,'_ ••-• ,••' ':--·~--••• ~.~ ,-', -·._ • I -:._~ ---•-• -,' ~-~---•--• ---·---·-_: ____ ---··--• ·--•-'·-------------' ______ ; ___ _ _ ;. :~r=-:-: it-J_~. -... : :~ .:,_~--~~L;~~~-L~~tf ~:~;1~;~;~I •=: -A· i ;;;:~r7J: :_:: : :~ :J: _: --.:: 1; . : •: :_:f ; : :!~~ L; ~!<-~~ J~>-~1 q- ] ~ j r -r .1 ·--··-------' --;-------·----·--·-··--------. ---·-· ·-----... ·-------,-----------------·-·-, --• I • • I ' • • I :L .. -: .;~..:. : ____ ·· ··· · ·--1-:-: . · 1 • i . ! :-: -~---· ··--,_. -r---·-· --------------. ' ---:--·-.. i_ · ____ l··· · __ .. _ -," ----··-· --l -· . ------···· --·-------~-~--]····,----------NOWAK-MEULMESTER & ASSOClATES · ·; · ··-· --···: · ...... · · ·· .... · ·· · · · - _ -·· . _:._ .. --·····--;---·-r-------·-· ---:·--·-····-STRUCTURACANDCiVIL ENGINEERS----:-·--:-··-·:·-------: __ :~_.':~·: ____ .-· __ :_~.-~:-~_.'. '.. ::.·. • i ' : _ I _ ; i ' i -l .• ----.. -· ,---· BY~DATE \C/"'f1PROJECT----c,a...e,.-Lc:,1"'-·-4:,1(48· --·-··--··· ----·-····--··-···--1----··-··--SHEETNo.:...l::1::_oF_· _ .. _. -~-:_ --.... :· .. ·:· ... -· f··· .. ·. -.--·-"7·~ ·--~ ··---. -~ . ----··-. --· .. : .... -. __ · .. ·:· ... ----:··---··· •. -· -..... ··-,· -·-_-. ~ --~~~:~~~---____ · ···-·-·-.. . . : ..• -- -----~--------------------------------------------------------- : ____ _ -;-··-·-- : .. • :---.: ... ~.L l • • : :--:-.7. ·------------· --------·------------. -·-··-... ___ ------ -----. --·-· ··-···-·-· --··-------!-------------·-------·-· ---··---. -----. -~ .. : --' . -------------- -·---·fl· 1·.::...;-·.-····.. · -se;\"":· · ·=.-;., 1--r 1.llE'$' -1,4 ~ · -·· · --· -r~ c:· ---'.1 \ ld,:7--l::>· -···-· -A -=-• t .:;·--· ·----.--J"tD''-'Y'.;:._ ----. . •1 Wt::;.t;.>.J .. .,_ . --,. -G ;>. ... -. -• ·-------• .. -·-···-... ·---• •. · -· "$ · · -# ···-· -• ·-·· ... Gr~,-.i···. L.1 tJ ~ S .:f 5. ··-L~ ~·:;_-::~. tQ.:15~-- ~-~tM-. _ . J-~ ' -!_.\r r:., -~-. ~ <,-.... ,.,..1 , ... ,:: ..,._,.., ,n_ "'"'r--· Soun+ of -1 \,f 0t1-T'd-et \4 ... :s (?..)tH-_ · . :. l·L ; -.. t.11-::,11:· ~- C.HC'1U'$-_ --.. -~.e:r.w. ~H-:1·;:,.x."'·J...1, ... An 4'->S,'1. -:;.·tt .;ctz·f.L· 6,1 ~: 1+.. .... . ... -. .:~: ___ .. ~--~: ~-:.-:.: ~ , .:. --. ~E"t~ :.--~ 1+ ··J: .-· · .J ,- •••••• ---·-·----, •.,.1_.., •• ._ -.··--·----·-------A-------·• --------------·-. ----·---··-·-·----- . . _·_: ~ ~J.-~-.: \ 0~ pf+ ~ ..-, -· \J \ ~ IQ~ 1 f. ::::i« L .......... .c,. _______ ,-1 . f•"'i" . ,u~· 12ol fl+ ..... -···· \JT-;::: I -1 \~ . •.• . -CL ..... \V\ f ....... ·1) ( :; 9 ~ ( f --· .. ' Clo< • ·--~-f .... : ~\It.::=,; __ : "~ptt -~-42-.:...l~ ;~-- 1.t O. \~<: a10,U;~---·-~---. ~ ·u,-:_ .. .. T::a. ~ =. l{"Q ·:·.: l':~: .· .... -_:··.·: _-.. · "'"·----1·--------·-t.:11-l~JLe· 'Z. ~--·-· ----n ·----1---·-· ri -·-·-1? -~ tz ---· ·---· ··-·---·,---------···--·--·,--- --+--;-'.--:· .-·-,-~--~-i~~-~-t: ''; l; +~: . i-·· 1! . --~l~--;:::~~--: -~-;; .i-~---~~_ ; __ ' .. ~~-i-~~.:-·i· :.-.~;. ~----.. ~~ -i-=--\ /----.··-·1· ,--· ,•' +-+ .... ,.),;r~ --~---.~, ~ .-------······, ., .. ---: . Fo ... ,·-···tD,'2-k:±-· ,-,-1 ' .-, ·-1-·-···-·--··--··--1 ···--·-=~=·;_:t·~;:;~~;?=~=~-l~ l;_r~-~--~~~~.1~·--~t7 ~-:-~ ·_--:-, t=~::.::~~-'.=:·· f" ~~~-~.f :-1.~--~-!. _; . ..J~.b-=:.~··= I.-:-~. c.~~~~:t·" ~-:.~:: ; ·f · ~- --. -t I j : . i .. ! . ! ---... -·· --f • j 1 -------·-·· '! ____ ----1···---·------------;---......... -·· ······. ----····-····· ----------····-·-· • --·--:-• l_ • . I 1. I t • ·--·-··------------------· . ----.... :..~---!--·--'"""···. -------NOWAK-MEULMESTER & ASSOCIATES-, ---..... ------·-. _· -r . ---:--~-----r-. -_----_-·· ... ---· {. ---··_·. STRUCTU~LANDCIVIL_ENGl~EERS ·-·-.... ---·_ :· ··---_-··-__ ··_ .. :··-_-.. . -. --___ -__ -: __________ --__ -_-__ · B_Y_7A:€_---~~:.."':... _·. fROJECT:=-._U_~~-:.-_f::q_~__:_P$.~~~~~---------·· ~--_ .. _ ·-· --··-·· --......-----·-0 -·-· ________ --1 _______ . --------·······.·· :-·-. • ·-·-----_· ;-------------------.-------·-··· .. JOB NO •. ·-· ... ··-···· ·· · •· -- ·· SHEET NO. 1-5-OF __ _____ : ---·----------'--· -·-··--·----------· ------------·----· --·-· -- < '1,t.,,~ \~-1...---..-...-,...---__ ..,....i. ____ --J,:::::._-,ij_ """ ___ ;;;..i ____ L~-~-~-~_:_:~ .. ·. -:~---~~--,(.; .'!!.;·,~ k.-_ ~-··:· : .. ·. -·· -~~-- -.. .. . :.·. ~--:·. 7""'\ _---)-· j -:·---··:···-__ ··_-----~·:·_ . ·-·--,--------... a.-----------t ?--·· -____ _: _____ :·----~----·--·_· ... -.. -"'---------- ··-----· ------------·-· ----·-... --------·-· ... . . t.J'> -::. --~-. ---~-~1 ~. 1,1)5 ~ -,.-1· ::::. v,;~ .. .::_ ···-'$v'--·. -_--. , t f,-S,C' "''2-l.~,"1 l:f) '. -zi.,,f)l1 cOj + (I~ ,c:; ~ + ~(1 co;· f{!_? ,i; -:•f')(q; ,l,:;-3 C '7;,C{, ·1,i-::.) 4--rll'-'~--;+ (\~r.,:-.t){ ~') . -.. .A u.. . -. . --~. ·_ . ·----. < ~""" .'5 .:l c-1 . . --. . --... . -... t--1. . .... G -liZ-1 f(f_ er,e, f~f. ::: =-. se,e, ,ol+ = "31..:,~ e\f- ·--. ----. . ··-. -· - :::,,. ii:-i~ ptf -:=; '1oz ('Lf ------=~-~;-·:· ---~---i ; --=: := "1---· ==~-.::::._·-:·) ::: .:.:::~=-·.::·=-~---=-1:~:: :=·=-~·=::_:_ .t: ......... , -··-·-. -_.-: .:. : · ... :·: .. --... -. : =---~·--·--------------------------------------------------------•----------,------·--·'----· -----·; ---. __ -··--·--·--·-------·. ---;--. --. .,. ---NOWAK-MEULMESTER & ASSOCIATES ----·------- ··--·--;:--··· -,· ···: ... · --·-.. i --.. ·--;··· .. --STRUCTURAL AND CIVIL ENGINEERS· . . . . . : ·-.. . : -• ---------· ·---------; .·-.-----,--·-• ' ---• 000 o ·--•• --• -->< 0 !---· o .... • ----------·· --MOO--o• ·, ----,., 0 -0 0 ·--•••-•• • • --• •-----· ••• -•-• • • • • --•• --.. -----. ~-------~~ -BY~DATE~fROJECT---412'1'!,.i kc·· =f·:'1(1&-----_ · _ .. _ .... -····· _ :-·~:::::::;_:·:·~-=~=------~H_E:1°_~~~~~~:.·_ ... ,.:_-/ :... ______ : · · · 1 -----------------\--_-------:------: -------------·--···-····-··-··-···.·-----······ ··,osNo.··-·· · ····-" --------t------------------------------------------------------ -. •. ;~;~. -;-. ·-' .. . ; ; . - .·.:·. ___ -~----:.~-=-==--·-LJ~s::::· __ 1,;~;_ £::-:: ~-=--=::.:.--_·,L·.~----~-· FJ-:=: __ :.: .7!?vt:, . i~-. : · .:·_ ..... __ ·: _-. :·. ·:·_· ::. .. : .--.: _· -. . .•.••• --------• 1 I',-----· P.I." ~·-···ct··~-.·-·····•. .. . -. I v·...t . lk ... ··-... -.... -·. ---·---··-·-.... ; ... ~~e::--~. ~ -. r,n ;;,; ____ ........ : ... --r,:L~--.. . ."'1' c.n,__ .... -.. -· --'····-··--··-·····---··--:· t ,, .. .-!'-·-2.·~-----,,-.-,-------, ··-· r:.j--= ·· 7z.,d., lb ··· _____ ------·· -·-·· -·--·-. ·"·· li-,i,:;. -·;;;,-~---gt. 1-~--.. --. . 1:-0 ___ . . +·O. ---· .. -· ... --··· :.:.:.. .. ::=: .. --·-·-.. :.· __ · . LJ~ e.-.. · o e~-~= e~::==-: :... . ..::~-~-~---·· F:c:!...!:~~-.:. Z1.~ Bo. ( ,;-_ .......... ---· .... ___ _: ___ · ~ .::.:...::....:::. ... ----· , . 1·-,J~---?· l'::'7:-----~··i:::_·-·-.... -··---·-· ~ I -:;:.· -z~-1 · .... \.' 1.;w____ r: ,-.;,. _____ ... __ . tll'<.... .. v v-0 . . .:·-_:·-_ t..\ ~--. +. e;_;~_:_ "o-i:-·r:_·_:_~-~ :=: ·. -~: .. ~.--_F's\. _'I# .• ~4? . ··-· t· , I .. .A·· .o • -p· ..... . .. ·.···-· . . ~cl, . ~ .. I t:1.,; --. -'-,.... .., c;. .. -----· .. ----. r. ··-. .. .:;.,, •• '·· I I~..\~ · r., ·· -::'·· -· · ,,... ,J :: 1 . . •.... Ir-.. 1.-___ I .. . ...... l"' '-" ··: l:· -:· --~ --. ·-.. ,. .:. F'J:_· -;:;: .. ----·;· .. . . -::·,;.;,·-;--_·\·· "t,jl"t,~,.,r; ,J· .i.:::. •. _......,_ ... -I!:--0 . Soi,.,r:~ e f-· -w · : . .. r • ,.,.. ll. . ··-. . ... -· ··-·· -1 f'"'i;::. .. '9-·; ----··-·· ··----·-ct-t·t,iZ:~c·--. --··-"::!'S11,l.)S;1.J··· -~-r:.· j·, '.T ... t .,.. ..,._ . .. -_r. I O -,. -. ' . . ~i1,,4)EtN ; "6 ("} ' -. 'D... "'E:,~n,J E:::iJ . 1> ~- {,) .. . --~-> -------. --·-·---·· .... @,. 4-- (f" ~i'S (2."'¢,5 ----------···· ·---·· ·:1 -· . -, ... -..... , ' . ~ ·--··-··-·-·-..... .. , , . . .. ·---·-~J.·.::·::._~--z.. c.c.·-rr/-_----· - . ·'1d :;:. i-o-s flt \JJ.-=-LP 1;plf . '1J:-=··· u:o~ e rf.. 7"",n,.c·~ :·_3'1\:1 · \\::.;· -----. -········ .... ·-r~ C -;;a Zo ~'-\i:,,,. --f:::-c--. \'11 Z.1 l:=i, .. r D-~-1?. '2-oz:;::?_ 11;., __ _ -:::-S' lf;,O lb --1'1.'1:i\"1 (b, -::: \~I~~ l'9i . -. ---·-·--· ·----··--------·--__ ..,_ ---------·----. . ' -• 4 --· .~------·..-~-----• -.... . ··_ : . ' . ---::-~·=;:::.=.:~~=-·=:~J-_::-... : . · :~ .. :_·:. j ·.:~-~-~ ..:.:~.: .. _:. ·_ . ·. -·: : : -: : : ·: ·: · ...... :-:_ · .. : .. -~ _--:· __ ... · ' · ; ' I ' I . • :=~:-~-~-----~--________ : ___ : _____ .. .;..;.-----·--····· -=-~NOWAK-MEULMESTER-&ASSOCiATES-..... · ....... -:-~--:-. -_. -:·--:~-::-·1 ·-· . -------·-:-+-· ---·---:-· ····-· 1· .• -. -. --i ... ·-STRUCTURAL AND CIVIL ENGINEERS ....... : · · · · · · · : · -· • · --·· · i .------.--; ···--·-!-···-;--·--:--·-···:·-·· .... --.. ~:-· -· ---~-------.... ·-... ·-.. --........... -·-... ---····-·--·-·--·-·· -'--· .... ··- ~~~-L. -BY~DATE,_\0/0'1. :ROJECT-:~::·. l'.12.t"_~-_L··~ _4., A'--.4~--··_·:. :~: ... :· ..... _ ::· :·.:.· ... .-~~-::::.:· :.:~:-_·-... ~H_E!=!_N~-~-'.l?.:_OF~-:_·_· ~--. ----i--· . +-·: ___ ·-· :--···---------·-·:_;_ ·---:·---· ·-__ .,_:_' ...... ·· ---3 ··-·-·-···JOB NO.------·-·--~-· •. ;"::: --__ ,.______ • ·--·-·--·1 . . . ::: _-:~-=-~---:~:. :~::.~5-~~is~~~i-c:=v~$1~tE:==·-~--Lf;~;;;,;~ -·~;::~:-~~4=;· ;.,;;~~5~~ _·_:_ -·:_~=-: .. :_·_ ... -':-. -: ·.:::.-.:.·_-_ .~:---=~-·:.~~-----: ~-=----=--~-.::-.._:·::: .. :=.-== C--~~~ r~_lt?&"-o,...l-__ t;,(;"~_,"t:-1..· r:~ ---~~o~ ~ .f fr Gt'$"):. ·-·· ·· .. -.--·---·--··-·12.r __ .,,A:--·----J·1·-·l,-::--a----r,·c:.--······-=z:· · ---........ ·· · ·-...... ·· ..... ·· · · ···· ······-··· ·· ·· -·· --· ,:;;,..,-.-i r,J\ __ ..•.. ~ ~----r;;:, _____ #o1·.;1 •• ro. = .. . __ . .. ~ =J~:~ ~~~~~~~~~~~*'"t:' ~-: --~-;-~;~:>;~~-~ ::~:~;~~» :-•. -:~f ~~:~-: ~~: ~--=:---:- · ______ .. ___ · ______ -~--~~=---\Pt.e>.:-.~----_______ · _______________ :~_ : ____ :_:-.... -.-e;· · · ···· .. --~ ·:-__ : ~ -P~-~---:A·? .. \·~_\~-. -·~ ---~~----·····:-~:~~--~----_:_ ~--::~ .:~----~-fi. · ; ~ · · · · ·· z_a_ \__ . . •· 1 · ·----_.. ___ ~-_ ·-=---,·0.'b "I':? .. ~ ·-;:\L.-.:·: .. _L___ _ . _ . .... · ---··-····----------· I . .. . . ... G ... ,. CJI fW .. t;;,I • ... . ·--·-.. .. . . ..... . L)'Se ~t.a 2. '.::; ·.j ... ..... ~\A 0fc--~----~-2-\:. ek.,.. _______________ .. ";; v e. \ c, V;. .,_._,/-s-r,;;,. -:-+~ct~ 1-1Vi ~ t;-'1 c ,4;;,._e,ct.'11 + e.ci~i'$1) . . -~~ · 6:. o.l.;-h _ff e-: _ ... ~-. ~ ·-· -· -... -· --------· .... _____________ __;_ ____________ _ . : ! • --· .. -· -· ··-.... -::- ... _. . ·----·-· ·---. _ _, __ --~ . . ----.. ---------• • I ~ • =~--:. -~--.--·-=-·=·-·-· i----·-···. ··---'--/-----···-·····-=-·--; ______ . ,·--.:::.;., ...... ___ : _ . ' , I ' • =;:::· ___ ., _____ ·---·-;··· -. :~---·--···i·------·-.:..,:_.NQWAK-MEULMESTER & ASSOCIATES. ;. :_·.----· -~-:-· ---·--r _· :·----~·-o-~-~·; ·:·· ····-· -····· ····:-· 1···-···:···: ·. STitUCTU~~ AND CIVIL ENGINEERS· ... _ · ... __ ; .... : ... .":.:-=.: ............. __ ..!----~ ·_B_Y°Ee_rj-_~ DAT_:~o/'_·~-~~OJECT.;;;.·_-....;·-.:-~.:~..:;-.=.=.=~f-_""4---=--;;,:,·~--~-,;_·__:.;.;;.:::_·;... __ ....;·~-..;;:_:...:.~~-.;;..-_.-.;.,.._. ,;_·._-_ .. ..;; .. -,;_··------.-.. _-:.-~:.-:-. :--. _-:,_-_-_..;..·~·....;:~~-:: __ ·~~.:_~ ~O:,_L-\_._~---~~-. -.-. ~·-'--'.-· --·. '. : , . . . '....J . . ··· ! -------··· ·----· .. ···· --···· ·------·: · · · --·-· -·--~ ··-·-··-·--·-JOB NO:--· --· ·· · ·· .. · = -~~~---~ ; -.. --· . . . -. ' . --·---··-.. '-·. .. .. .. . .. .. -·-······--------. .. ----... -.... -. __ , -----' -------' --------·-------. -----------···----·-----... ----_,_ -----····---·-. -----------·---------------·-··-··-·-· --- ::.--·---ri.st1J~: ~i-;JF;··· --::-·As·,:;·_-Mii.. r-i i) -·· _ -,2.. ,,..~ ..... ., • 1. ....., ,d..--,,, l,1~ ·· ·,· · ···············---,····-----··-o fi···l·~I, ._, · -. . -... ----··-1----··--.,_:-l --a ......... .,,..:,o.J' . . ' . . . .. --· ·:· .... ---··-.. . \ . . -. ---. -· . --. ----·-·---·----------. ---·-·t·------·---------------·---~ - ! · .; tt,-~ A· · 1>-Jr:-~ -· ._... ··5 · fl ·: ~-v-1 l-'-'·. .;;) ... -,,._ ""' .. 'D. . . '" -... _: .-:_·: --·: ::·,:.:=~·.~=-J. 1>-Je-_· o. . p-;s. ro--::. Gl-~-.. . ... ~'\Sit.:. 10: .. ·-·---.. ·-. .. ··--:· .. -. . . ........ ----· --· . . . . ,___ ___ '> ---+---, __ __,,.,.. ~ -ei•' · n+, ~i.=-·:.'.~.: · -~ ·· .-·: ·.::.~~-:·.: · .-.. ·· . .--· · _: -·--.-. 'Pi..J:::.·: ~-,z.-. 2,. ~--. _· . . . ·:·· :-:--~ -_ ~--·. fe: =-· .. ,::t,v.. ~-·-___ : ..... ~.·--~·--·---····· --.. - .;,·:-~u.:--·· ~~~:··. ··_-·-·-. \&;,':> __ . ------> ··-· . . ~v. ~--\· .. ~-c4~iJ~~,.1.·:~r +.· .. "i l.1) ·~ ·-\ o '--k. _. Ac.·~ffe:: .. iB~1~')~~e,):6'f;B)~ i:;;.e)~. \?>,? ......_ __ ----t-_ ~ \B' I . t . . I \Ol "'°'. :7 _1.iS,'e>~ . ·,•, ~~ ::_-ooi.~ ~ s:·~. !-~!:--o',G.. ?.-'.: Gl-t:O Ft._,_12.. f¾:,,t:r~, f2.r-11J~ t-'\v._ -d .. \, 4 ( 4'51t5 ( zq; + i1, 4 ( ! °?,':J) + Cj i~( \ 4 ,'SJ) ::::: Z:~'51 \i..-.fr. 11~~-;_~ I~ iq-.. --... :J-~--6: .. i]wJ h[11d == ie~· i~·· ~~· ·-. HO '57l.n-..\ D'::j 6'.U:J·-{CN'T:5 ~·10. As~ M~ (,:z-1 . -.z, o~ -'%---·--.·-.· ---~-~½c.,~t...,) :~ _ -,., USG' *t, cE.. I 'J'J! LP e. ···----.. i. -..... 11=~ .. -----··. ----- ~ ----k--·· ---·-. -' ·-~;~~~. _::-_-:_--!=::::·.-~=:-· __ : i-~=-=--------_._j. : .. -:--~-:-_:-.-:-= ---; :--~ .. _ ::· ~ :_ -. -.. --. . . ~ ·--. .. . . . -~ -.. ---·--·--__ . _ . I . I -------···---·--·-----·-·-···-·--::: ·::==:= ~----. -· · ---------· -·--1 -· · -----··-·-·-:_ NOW AK-MEULMESTER & ASSOCIATES · · · -= -·==~---~ --. --·. ·t _ ~----.. -----_---··-·t:---··----······. -~--_·· ... STRUCTURAL AND CIVIL ENGINEERS .· . · .... · ______ : .' · __ _-_____ -· ... _ · - . . . -~~-:=:·. __ : .. 1..X:_:-~:·\_-_-4·-:·(· :.·-c/~:=;z;~,-::·;~-: o-,·:,.;··:,-~'\ -, -~·1:4.·,·f..; (I;:~\)·-:=.· .,,i1. ~-1---_--\:i~~---... ___ ... 1:--1~ .• -·"-1.·1,. ·'/--'·--":·' u1.i""J-T." . _ ., ') . 7. f.a . -----·---· ----------·. ----·-.. --. ---------· ---· -----· -··------·-. ·---. --. ---.--. ~ .· ... \=·1·-· .. ·--------~.:.:·~:..---~-1 a :Q\L. __ ---. ' -· __ v~ L~·_?:_:_\: ·-.. :...--·. --~:.::: -~-1.:-:_"' {d =---~D·: ~:'f,-1 ... ·,_ '-~f an:,:c1~75 --------..... : . f~~~;~_ ~Jr.·.-·----~·;:~-~~:_J·1"i1_b~'l---::· -~ .q1_~·,,i.· .... __ :_U$'S _-5_#-· -_ ~-j~& ;------------= ·_:_:-::.:: .. :.-: .. =-::::-_: :=:::_:·= ~~~ ·_ ::-·_:-...::.~=-----.. ~ .. :-=~...::. . .:.~_f.J.~~----~-. -·:.-.-:.. : -~ :-. :·. . . ... . ----. .. . -. ; .:·-· :·· ·. _ •=-·: ... i3t-"D.~::-.-:-a_:-:=L:_t;,:,i~e-3: __ · ?.i~ v~-,,,,-s,1· .:: _ .. · :_... · · .... ·-----·---·--------------·· -·-··. -.. . . ~.::.--~ ii-... -· -..... -___ -_ernti_~~--'. .. _____________ · __ , ... ------------·-----, __ ..... ,;,_ .. 11,-S ------· . -- .. · .··. ~~t~:~{;;~~:-·;~ --~-: . . .· .. ~ -...... ----·-J ~-----\,A (_,i __ :.1_ , __ tLL-r_ !t,A~--_ ... _51 ,'1 .... __ t~,? --'----'--~---... \ 2, I . • · A----v½f 1 -· ~ --5 o::·~· 14...·:.. : . ... : . _ _. .... a,,J f (.,. . .. .. . .. ... __ .. -------·-··--·~-----r:::. 1-~ ),, .......... ··-... . . . -~ .. .,. . ··-. 1.iJI ,,----.·, ,j tf." · · -· / -;;,1 V j i"C1). t0.1 ~. 1.4[ ,z.,5 .~")(i4') t 11, 1 '( 1 ;,'?} J- M~*· :::.: \.'\. . ~11. b. ~£_ ..... 1 n·,{1l '1v.t...oJJ. ..... . ,s c--·t-1-? k2A/ ~U;Mn.,.Ji.S, I ... ·--·· -------·· -· --,. ____ . ·-· ---· ··-·· ·---··-··---·-·· . .. ~ 1:V .., 2J .. RJ:..i-1,..1 i::--. rl.-4:; l\Vlwf-r...-+ ••..... 1. •• . • • -·---· -----·-··-· ... ····- ~ ·:?.;L-l,~·-3·~-.. -~\~: 3.-_~:,ii& __ ,,..,. .. ~-~--~.: -· : .·. 1 ... ·.. . . . J . --... I ~--. ·.·~-=~~--~-· -!._ 1.,4 -1-1,+ 3~+'1'-~ · -=· \ l,~ · ~ ; ·-: ---: : .. ~ · > ·--· · · --i -'"'? · · · ; · ... · --· · . ·_-.. ·-··: ..... i~; ·;:,.1).;/~d,~ ;\(..: _ _:-:-: /:"!"_ · .... ·-: 1 · ":.: ···- . -tY'/1C:.· ·.1 . · · · : . . . ' . . ()$ 4ft, e. I e," V \ f!:>' . f?:C,(i,/t51~ U!/ ~':'' ~ -:··-·-..... , ... -. :· ----7·---··. ·-. j •.•. ,_ -• ---,--... - ~: ~~=-:---::::.-:.·.---:-1=:-·---.. :-==-=-:::+···-·--····= . i _ . ~ :· --=._-=~ l.-:~:.:· .:-: .. : · ::_:. ·: --··-... - ~~ ~----...,---------1-·"-: ··--;--·:-l ---~OWAK-MEULMESTER & ASSOCIATES.. .. --... ------------------- :_ -·-;-:-.. -·. --~-' --. -. -. --~--,-T. -·-------. -·-:-· ·-·· --STRUCTURAL AND CIVIL ENGINEERS : .. ·· -... · · ·-. ;_ • ! ' . I ; C • • -, • · -· · · re~ i'rHc:.u.:-~:-.. -.. -- ?w-:::. · 4~.;L- f~ ~'fl-: . . \} ._ ·,·~"/I;?: L "'%. i::. ,· ~',. _. ( Z ... 11-···-:· I.A .. ~_ 1-\ \...' •.-· T. i:,·,1.I ""· ~-1 ). ---~ ;,~ . . 'fw· .... --. ·. --.. -... -\'2. . ,, ___ ) -··--·--------· ·--·-.. -. -. F.1: :.:,_· ... \-, .' ·\Z. \11 ,~--," M ,_ ~ -i1,. I:)~ ------ _ i -~ __ ·:· ~ ~ .. _ ~-: ~ •• -ry( '-~~~-~v~li-i... Fe;~tJF ~ . ; . ----· _-_ Mi1-~:\.~4(.'tic~\+_·z.~_~'5(1:itcs').+.~(1-4_-!_'9')·y_~ JJ\4 \i-fr. _. ---.· . ..:..____ -----__ ! ___ • ------· -.. -------------------'-------.. _ ... :.~ ' __ :_-~ ~ ·-; .:: _ ---~-:==-~~ ·r-:. _:tA··· .· ;:::·\--\-.;_-i.' ' .. _ 'to. .. _. . : A ~~ I -: . . . . .•. ---:-·-··· -·-.----_rU?t,_~---:-'i'··, -~----· ... __ "$ ---.. _:v 1r'l , t)~G 1 \.t:' !£-c.)~6 ~ ;~~ -~1;-!-~:--~-4-----~. :-:.: ~.:.: ~ _; . ~}.:_J· >;;~~,-t--", -• -· ~-'1. -: : _ ·-~~~---~~:f ~: -~<-:· ~j: ,;~J:h:iV----~='-"+~t~·:·J;hµ_;~) , .:~~-' ~t:.~~:. :·L '.·:: F i . 1 -. --. -.---------j~----1 ' l r -;-"'7"'·!-1 -------ti-_---------··-i -· ---·-------_7-· _____ : r--·---·-__ : -~~ .. : =-:::~==~~~·1, =:. -.:. -----.--·----.-;--------:--.-~---.....,..--, ---,--.. ·----_...., -,--····----.. . ' =-~-~:==·-====-=--=--=--=--=----.=1=-=--=--=---'---=-------=-:N=-=o=w=A-:-=K:-::-MEUL:-=-:==-.MESTER&ASSOCIATES-·--1 -;---:-·----·--·--;···· ....•• ····--.. ----~---:_·.-.:.=--=== ---·-+-··~c---'---'---, r: .. :_-: _: ______ STRUCTU~LA~DctvltENG™;EERS·~---~·-.. --'-·b:-.-. ~-... -----·: -.-·· .. ·----·_--_·-·--;··"'- OF=-::,.:--- j 1 • I 1 • -• • , .... ._ -'---~----;-· ----'-c--JOB No:---···--·-.. -·-· ---·-1--------------------------------------------------,---------- G1.J:"J'1L'1·..l z· ~e-. \~·~.: --·::-L:=.~. ::.:::--~ . ··-·-------·-----l--_.:_ __ --- ... . . .... . . " . ------· i..;1:A Ir.,. \ ,.\ I • • I,. vj ,.;.. ,111t1'1-..... _____ · ·· . t'T~.~ ,,. t e, .... , -. -... __ --·-· -. .. ______ .. _____ ·-·---.~ : __ -'-~·-rr·· __ :Y.,..-! ... · ---... -.-_ .. -.-__ -__ -___ -_ us~:.-4~~ ·-.(~--~~'p·:· -· ·_-----~~--~-- ; .. (··--;:_~ .. ~ ........ ----·-·-. ~ ....... -· ~J ........ ------ \ 0 11 l?'hNtL-S: ----· ....... . ' .... . --. ----· .-. ----~ ... ~t..t.-~ ·--., _--_ -------- . -~-;::_~~~--'~=:~:-.~~: ·_ -~~~:· :-: -~~-.:·~=: ~: :.--. ... --.f ~ _::-J ~~: -~== i·::·~:.:·:. :·:. -. ·-· -·=·::·:. ·:· ··-=--·: . . : ---- . ---. ----·-·----·-----!----------··-··· . (,D ·.,.~0·: ___ -.-,.: ___ ~<. --·-·-··-__:·: ______ _ "-f' -. -----,· . ---- ~---..... _ --}_---, ___ -,_ -_____ txl __ j_ ~ ---'-'"'c-1--'. ,>. _ .. i \,, 'Z,. . . . . -----; -.. · -------. ---, v,~ .. -, :. :· i ~ ,'? '\--. . . . . --... ·-·· . --------------~------"-----+'-----·------·----~---------·· :. --·-------·---:-.·-----·--. -----• ' ; ! !--------------l----~~.--.---; -----.,-,....---·--~·-··-··i---. -··---~ . _· __ ·-·-, ··.---+:==------·-·--·----··-·--·-·---·-·- I I --~ ---------:---· --~ . ----i------NOWAK-MEULMESTER & ASSOCIATES-····:·--·-··-···-··-··----·;···---···· ---··--·-· -:·- -·--1-· -· : ·-·· STRUCTURAL AND ctYIL ENGINEERS .. -:---.• • -·;-----· · -·--·-.. ··-·--+-·--------··· ·--·-· :·-------------~-1----_-::.:::~-.:::::::::::::::::::::::::::::::::::::.,.·_-_. -_·:::::::::::::::::::::_, _____ . __ . __ . ________ , ________ ! ___ . ____________ . __ . • ~,-·-· .:: i~ ~-BY.· ~.--i, .. DAT~ lr-~.-~_t_o_JECT~:. ~·~=-::!/1~.D~_ljl~~:;..:~~~~-f"i~~J.:::-_~,&~~f;,··-=~7:. ·~·-~-~· ::=::.=.-,::;:: .. i:=:_. ::: =. =:.::: 1 ::::: 1 ~·-=-~:;::=:==:_:::. :~SHH~EET NO.~OF.:.::=:=-+-,---, --.c..----~+ · :--·-1o!BN0.!-·-----···--------!---· __ -~'i_~ I 1-- _, ___ .. __;._-.-, ______ .,.J_ ·-t------ --1-, I •• • ··--·--··--···-·--··---f____ ; , -------' . ---!·. --__________ i __ _ ~-·-.~·-J?~~: i .. --............ ...:: ...... ~=-=~~··-==-=--=~:_:~~-=.~:~.-.:....~ ... ==:-· ~·-.' .. ' : . . . ' .... ·-··-·---·;-- -·--·-,·-··-.,i-.--g~·,d.-·~,,.,.t:1..1-····· -·-_-·--#·--__ ,,, -,, ·,···-~1Jr-~l!;l·• 1C··:--r.i,.-;,-r.-.1i,..l. , . ·-·-· -----·-;··--··-~G. ---:--VJ,.J'?-.~---·-------,,,_ , ___ -1,,-.~ft.1 ,.~L. ~ -f ___ J~:-t·~-~-~-~1-' -----.. _ . . . -· ·----· _ 1 __ _ ._. _ __: __ ----··· ---·· .-. ;----·---·--·--·-·---···--· ·----·---· ··--··-·rJS';"·'..·Flr e--i~1fl-e:·, t;-:-~,kr_.·-e· t1-t1Z·-:~ -· --··· · ~~~.:~~-~~:~~-··~ ---------'-:·--o-----,-. ·--'--·--··------· ---··--~-~-! . • .d' IJ./d\ : .,. ' -·-· ··-· --. .. .... ----·-·----·· ·--···-······· ---.. -····-··----· f'L? 11~e:::-, -\!'I.'--=--~-- ---~---.. --··--~-----· -----·--------------. ---:-----_.. ~~~:'2r>~~<M~~ .• _:__ --· ~ .: ~6-----:-:: __ -~-1z-~-J~-··--·-·_:~.~~-·.--· .. -~·~~-.:.·.::.~==~-;~~: ·-···-··-----· _J.1--ff(to,u,+ ,})Ccr).-4~8 ... ···-·----·--.A-5-·-' ..... -,11--··----····--····-···--···· ·-·· ---··-·-----.-~-~··~~~-~.~= :~~~=-=-~.~~~~-·-·-----·---.-·-···--·-,j·~~~~~~·e,-e~~rJM:1~;;.~~~·:::·-:~.·~·~~~.~~~<-·~ . ' ' ,I. I : ..... ··---·---.-i:::t. = °' ·...r.· ·s·· ~. '£::Ju,! e.~ ,-··-·-·· ·----.·-,-·-. --------···-·-·--·-·-·-····· ·~·········--··---· · :.·U····"-'··i.;;.,. ~'T,_,._rr,.::::.1 ~."--·-··--···---·· ·,-·-----···-'--------------i--------~----------.... -. --... ___ ., ____ ,., ________ -_____________________ ..,.,.. ____ ·--·---------- --------,------·-------·-------------------~ -----··-·-----·------------~-----, ·----------. ;---~---------·-· .. ___ ·-------.. ---------------.--• ---;--:-, ' . . ' . ; . '. : . :----·· ---------· . -- ·~ t1~1AW1~.r.~::}:~~µ(::-:~$f:i1u~:w.~~~: .. l: A4;.: 1 iL"~TYf:t'd·tr::~=~~-:-~kl'.2:~i~!:\.;-~·~~-~.-~~-·:~·.~.:·;--.:= . I.. . ....:.' -------. ·-.··-!-____ ..,. ___ \_______ ·-·-;-.. ------·-··-···---.--------·--··----·-------···-----l • -I • . ····-----------·--· -·---;-.. ·--to·cx..r.:'i·&f--sE: . : ' p-ti~l=b~~~~f =::: : ~~-. -=:-Jfl• ~0~=~~-1=~~~i~--~~:?_0:~:~:-·-:::~ ··--·--~·· .. -· .. t,~·.;_~·:~i o~, ~· i, :..·:: ·· ---·--------1·---. ff ~ . ..J.,.~:?-~~:·:-· .... --·--·· .... ··-----·····---·· ---·---------------------···---· . --. ··--·. -. -. . ____ ;_ · .... ··-·· ~~. ;~·~ ·1 ~ ~. (1j;;-~f 1~·e;~'Y ~ 4 \, ~ ,i-: ... -··· -··----·----::·:-::-=--=· ·:·:::···-----··-: ·-· -. . ~ ~ ........ ; . 4i: ··_--'Lo·. . . . _,, T"f. ·1 ~ w ~c:·~1;;Jr-L~~:~. ---·---e-v ·J t { =-·-• 'Z-_ · ···--·-··--·. ---··--. f -·----. \JI .;:J--'.-.-I 't7 ~..,J·t·; _r-,····.. . . . ... ... (, . .r..'-i,.,, ..... ·:· .~·;.. 'c;,-~-t:-.. ·~~-:;;=:~-~-·.\:~·;.: ::..:.:.:._ .. ... GIi .l":-'\v::,, ~..,. • c>O'\i. '.t',,.;J,;i,·}!!'_ •v1.1,1 .. \ll"L.,.ft.' ...... t;:;;..J<-!1. _ -·-... . ·. ~:.~.:: .:=:~.: .. ; ··-............ __ . , :;:i,i5 Lt,,r:,,')L11-'; .:: • 19-s:·1 n~~/fr .. ~~~-~.~~~~~-:~:= :. ·:.·: -·: . .. .. . . . .. =:_: :f i;2.. ~r~ ~._:4_ €.: I 0 1 ~ .. '·J sz-ii c.,A--'... . ~ .. : ::··· f ~:.~:.-.. :~. Po. (1: :_: i::,t-!.· ::.::: .. ~.: ... ~ _.· •. -··-=~~~~~-~ ~~-~:.·.-:~~~·~ :~.~ ,-t~·.-J~~ ::: \~~~~~~ .. --.... ·f ~~·.~--.:;·c,D.~.~~-~:':.:~ :~·. -·~ --·-· ._J·:···---·r·l-'2-,,(f,1···r·._ .. /~)-o;-·-i.··\ · · ,r: ···· ---··-·-·-·-\··----··· i1 -:-.. • ~.~ ...... '.11~. !~"' .. ~.:·-.-.... ~.~--·_ .· .. -.-.-_'_. _'.. ··-.. ~ .. ::.-~.:: .. -.-·· ·. ·-.. _::.=3~::: :~::~· .. ·:=-·· --· . . ..... -· .. . ···-···-;·----····· ···---·:---·------/-"' -·--,·---···-·-... ·-···---··· .... ·-·· ·--··· :·--.. ---!-->··-----·····----·< ···-·----,·--·-·;·· ·····-··----·--~·~ -··--· ·-·z~·"' r::. ',.,, i=:i -1:=') (:r ·~-·c:-01;::;1 ~ . \o--~-t·-:--·---·-··-··-j·----···: ··-··---··-~- . -.. --· ... ··-··-, ~ ? . • ,.,. Lt I • -1...., -.. l. h, ..... -, --·. -···---··--·"'°· ·, ----:---:--,-···--·-·---·· ;···. ·.-·-_-.. --.---·······-;· .. .... . . ·····-· ' -·--,--i --' .. ·-·, ...... -__ '; ... -. ----. I ~-_ •• ~-·-·----~. ·-i·-------··--------····--: ______ ---~---· _ i _____ • __________ ! __ _ . ; . : . -·--'-----·-,..---: ' . ! : . : . ,;_ -··· ·--------···-·-····----·- • NOWAK-MEULMESTER & ASSOCIATES == WOOD DIAPHRAGM DEFLECTION== Version 2.00 (7/97 ASSUMPTIONS : blocked diaphragm uniformly nailed common wire nails only DIAPHRAGM: Diaphragm width Diaphragm length '(span) Maximum shear due to design loads in the direction being considered CHORDS: Area of chord cross section Elastic modulus of chords Seasoned Lumber ?(Y/N) Sum of individual chord:.splice slip values on both sides of the diaphragm, each multiplied by its distance to the nearest support NAILS:. nails? (6,8,10) . Spacing of nails? nail deformation PLYWOOD: ' Struc. I Plywood ? (YIN) Plywood Nominal Thickness Effective thickness of plywood for shear Nominal Modulus of rigidity of plywood Interior or Exterior Glue? (1/E) Modified Modulus of rigidity of plywood TABLE 23-2-J (values for exterior glue) Structural I 90000 Structural II 60000 Exterior C-C & D-D 90000 5/16-20/0 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 & D-D 50000 PROJECT: CRC Lots 47 & 48 LOCATION: Loading Dock Door Panel . JOB NO: 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 10:26:06 (b) (L) (v) (A) (E) 0 ( sum( delta*X)) ' .. y 10 d 6 in 0.023 in 0.5 in 0.535 in (en) (t) 90000 from chart below e 90000 psi (G) L ___________ I fiii;'I ~ 1is"l· t!>'!"l _ DEFLECTION = 0.84 in _ :. \ , &"f 11 M 1 ...,t , • • • NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS 5830 Oberlin Drive, Suite 200 San Diego, California 92121 (619) 455-~681 · FAX: (619) 453-3947 I • PRO~ECT·----Au ~ 41~4B SHE~~~-... j::-i .. ·: OF ---.. JOB NO. ______ _ ... -.... . ' . . . -. · \: cfo ~ oA-Ti"bi,~t ~ \.'=:$ ~ ··~-11-1 ETV2.. _ ~I t-.1 ~ ~ ~ ?aU'ENo 1w~~ 1t> o.~. ~ , ~ A', w-= · (15~/z,)(11.+r~') 4-~o(Bji-z)Ci.;o') =-?184 I~/ k. 'ii?eG--1b '4r'-t:;t ~ ~~ ,:= J.~ I ' ·1 ,z,t:rvO U'SG ·1)-::/~ •,.,J\Qc; -.;. 112/ ~...rt ~ _ vJ/ '? ~ '5 "iPf If rU,(j""!:t-41, vJ :.'! ~::, ( e;; i. ;(\-so')+ f(1z .f>7-l~ = ~ \ t.?o lb /fr. '1?£Q't> /:>..Qe~::: ~ r:;' 1,ss1 n 7--e·-c::, r)se: . : \ l.. e/ wioe y.. ,i:,'' ec,..!1, F",-~. vJ / ~ ~ ~ TOf' cf ~01Tl'::M, 7m~ = '3'5, \ 1t.. P-,..-r:.r:.t-, "2.eG.\-0 '= ':S'Si_ l := 'Z'l, I.# tr._. IFt-'/ 5!..i.:,-' 'S>GuA-1~. fcmi'11-.l6 , .. ' A.,:::: ~O.'?..'S j,-:. f,,·= ... c&J,\ ~ S,~;,--=~ 'Z I ~q \t.~f '2lL _" . ~ O·, Z.'? . --. • ... . ...... . .. .. . ··:.· ~~-I, .. (. Z \: -: _· -: -··;i:~£\(--~~:5l~---~:;;:.·--~--~4°~~ ~: ~~--~;--·· _· .:.--~ --·: .. :· _--:-: H'-1 S'5 .,(rs.is')( . 11.,; I •• 1.~-'I ..... _____ ---·------··· _. _ _ __ . d = ·,o .. s ~I\ Li.ff~ ,.-1M> ·:A~~-e-o...= Lo -rf+e-,J ~:: • L:, l / Ar-~ \ .'4D \I'\';. • t..1 -NOWAK-MEULMESTER & ASSOCIATES · STRUCTURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 92121 (619) 466-6681 FAX: (619) 453-3947 ~'1 ':>~'$ ~,vJ. ¢Mvr=· 1f>,f!> ~ .. (;- d"-:::-\ \, 5 l/l, b0 = (i '2-} I\, S)(I-\~--= 94 i" .J'i == -1.~("-)( ;;,?z -'·"'-'") -= e,1,e" ~ '1" = , $S( 4;J:{t .bod. :::. \ B~-1 ~ ~ JOB NO. USE': 6 1-G.." ~G,.rJ~ X l Sq ro-oTil.J~ ~/ .s:ws 6,w. @J. ~ tJ.-C. ,c'..?1 r~ Lvl ~I") ray ¢'1-,,1,1--;:. Af:> ::: \, f, V ,,1-z. ,LP \;t_ .+,-~ ~ t9Jf :14, OF __ _ L,i.l~-;; -12-oOf'_ ~1J1..j , Sl-~~ A. ':2sc. e,u,~ 6 -Pt11~ ~--°'i'1.-z. "'-·. · 1 · i~ 't2ea.-10 .::= --7n.,.(.,,f-·,_ · --~~-5~ou ·S~i¾U= FOCM~c., A=_Z?f2:. __ ·:. ~: :-~: _ ·::_ . 1'fl'Vt ~ 4, Lll "-. :°: -· J. -_;·-· z.. ~~-k~".f.: :::~ · · · :._ -· . : · ---· :· ~--->---· __ : ... : .:.· -~-~ .. · :· :· __ : .:· .: ~~~-= · -·· ·· ·· · ·· --If ---· ··· ·-· ·-·· · · · · ······· -· · · ·· ·· -·-· · · · · ····--·- M"' ==· 1,s'S(z..\(s)(5rt-)C&5~') ~-~B.4 Iv~. cl::: \o, S ~,., -A~,si.;K~ c....~. Lo ~,r::. \.01 ~i ~ a...--• S / A~r ~ /,o,+ ~n'l- • • : -1---~-~ -__ . NOWAK-MEULMESTER & ASSOCIATF.S .. . ~ ~ --STRUC11JRALENGINEERS -·· · · 5830 Oberlin Drive, Suite 200 ... __ -·---~\ -4. · _ San Diego, California 921.21 _ _ (619) 455-6681 FAX: (619) 453-3947 -.. ~: PROJECT ~ ·l..¢,: ,47 i' 4 .25 ~~E~~ NO.. . f: i° . . OF -. --·-·-_.J ~ -. ti:!.a.. '-"-._ .-,;;1~ JOB NO. . . u~ . '5 ' ... 011 ~ QJ.,~ -t;..._{ . I '5 •1 . f!t:n;tn~ ~ . w/ -4 ~"t> o,w, Ce') · ·. L\i-l€ 3 -~ lt Mtt1.:-z.. 'ot..-e>Gi A ~ oi-o.::, s ~ /~Er.-{Z~Q.'b ::. 48, l;, f ,z.. TP.'{ 7!,.. ?} ~vH"-'-£' ?tt"o = 'r. i:, L If --z.. 0 -'" ':)f -,. . ~4:-- ~k~ l.'5&:(z)(1·VSJ(,,ryiz-')C7·':-f$/1J-::: l'-11,1 ~-f d,; \D,~ ~$-:..)t-:€ c,._;::. t ,o Asr = ? , iB 'i'n~ ·n-1~ ~-=-Lot.e, ~-== t, \ l'"fi 01'==--n-zy 11 .t¼5 etw. As=-?,41 ~t,'2. @ M l"'l ::: t ?Z. , L, ~-fr-.. Q:'L C..,~e:c.¼-SR-:r~~ ·Ju.:::. 1,?'$C1:.~C 1,1-s1--'·'1"'1-; :: 1-s I k.. c;i, Jr,-:::. 1~77,1 k.. ~ os~ '1 1--0" ~{:;JJ.Jt-:f'£ ~<-1s \I f o.::,-r1 ~ k.) / \I #= '=' e,w. {_t?,,J A.1z.s.; 'iZE"~'b -:: 11~~ t,z.. . "';~ --4~ .,f' $GI, 11rr., ~ ~.'£, k. ~y-=-'2-k.-st ~ M~-::: \ .. '95(2.-1 ( ~,':,'?) C 41,:rj4-)l 4,S~/"-1) = ~1,i=:, ~ d ; ·1 D, s ),, : ~vr--1 r£ o.-=_ \, D ; A~ r ==: • 1 h?~ "11+t"1-1 CA-~ .. 4 A~r -= __ , ~e ~ r17:' -:l~-~ ~? k = ~%,'n~. -·. ~~-·.:s ----·---:._¢.~~-.j~:~:-4~:~----~~f: ~--:-:. ; _:_-~~~--~;:~f: 'S~ _§>j!.. II,~ 11Js{... . .. -·-···-·--- L)S,5' -·A~ 4 ~ -&Q..) ~: ~ 1 '5. ~ F~ tJ G:» i.v/ ~ i,;; 3 e.vJ. C e,; -~ --------------. ' . : . -. . --. --. -: -. -----·---... -.. "--'-_ ----_-.. -... _-____ -__ -----_-_-_ -N.OWAK-MEULMESTER & ASSOCIATES _____________ ------- 1 ·. -;-·--:·-: ----·-a···-· · -· --~ ·-·· STRUCTURAL AND CIVIL ENGINEERS -·-· . ·--: . -.. -·------· ---: ·---·--····· --------!---··· ----·· . --. . --. . .. . . --· ---....... -------... --------,-------·-··-· .. -... . -=~: ~v:!=-~~~°?il_PR_ruECf _~:-~ ~~-~\~ ~ ~-4 ":-_ ~ · ..•....•. __ : ~--. ~--~ i ~ -~· • :::0.£4_0• ~ :_~:, ···--i ··· ---.-5,t--···--wA-i.(;.--;::'0?:,11 .. .,..----... _.' ·· " ~s -·-· · ------. _ --___ ,. ,,-1:;A-£_ _ --_ -----··-~s .. ,..._.o__ !101-0 _ -· -· ·-· '0.1, · ·;14:--.c /)ii;··-· \•Ir ,z-·-1 ~-"2. . --. --·-.. --• --r.,..Ot,;:\ .. ---. --t-N k _..., __ --'-'!?. ., _--· __ -_1?1w'O$f "a··.·. b\j.J r.H. · ... ?,':> _i o_"3 _ - I . : ~::~-~~ .;-a= ,,~.:ii ~-:.-. -~ ---~----~--·_ ~:: ____ . . .. .. r,_:-:-__ 1...: I.---;;,-··-·_.__ .•.. __ ..... _ • -o. ---·-z--k.. --r2.. ---_#0... . .. ~---'.°J='~_i_--A~~i~--~---------------___ _ I . . _,_ ---. ---------' ~--.. ' . ---1 .. -f:3!.(. .. ·-· _. , .. : .. ~-:·_ . . -· : __ _ ______ . _____ ~~ --~---~ ~-~---· --·· -:_ ici r · _______________ ,. .. ___ _ ' -. --· Hot.,ib~ ~-_ .. · .. ---···-. ---.. ---. --· ' .. ___ ·_: ·_ ... :.:.. f'ti=:: ::··~:.::: -.: -__ · .. ' · :.· ---·. ~-I···----:.· · ,;~ -:. --, j~------·-, ·_--~ -, _-_· -------,,. -------, r-. . . . . -. . -J-, Z.1 ~ :···_· -_· ~ G:Y-7:----~---· _---------_----.· . -·. -----f--,. -. -. . ' . . - -.. --.. -. -·-. -·-----~ ~ . -. . - -,. -' -•y •• 'Oow51..~ -· ~-----------.. ~ ~ --. -- -. _ _ .M c,,i • -\ 'e>4 'Z ''"-fr. ------·--· ·- -----~-ri;_.j~·--;,i--, ~-;i--------~,--~,-v ·-;J ~.,.. · -Q ~ -~ k. ---?-·-..:· -~~-+--~_A·-.:-;Aa ~ ·---....... ·· -- ,_--"'-'-" '-1...v.,_ f;.,," ,;::,1,1, r_f-L,;.t1 .,_r-__ · :.~---~, \~Jr. -1, I -1'$ t ·----·-:· :z.··· -1: \. ( -·--------~-~:~~~-'-2.? .. -~:---~~~-------·.'!-.-=:_ 4, ~ . ~--~-~, :··:_----~~~::.::-~~-~--~-~-~---., 01~ .. ·-- . ···---------:---··--·· . ·-·· . . . ~-. . -. --!· .. --·---. ----·---· --------------·-. -NOW ,(K:MEutMESTER&A-S-SOCiATES------;-.,-.. -__ -___ -_ ------------- •... .. • --.. · ·, · · · · --·· .. • · · · -· ... STR1JCT1JRAL AND CIVIL ENGINEERS · · · · '. ··---· ----· · ·:--_,_. ·-.. ·-· -·-----,..--._. ------·---. ··-·· ... BY~DATE l::f'/q1PROJECT •. -c,..a.c,__ l,c,-T-' ... .-if'7-f4~ j • ··--___ ,. ___ ·-······ . -.. ----· -----·--... --.. -. _,, -------,-·· ···--· . . ... . -..... ' --. - _,. ·'8'L.oG,~:·p._·: ~I~<=, -2.,'?.-Tt?-~: .... -.'17. ~ .. ,,\--2., . ,..:\.(.: •. :·.·_-. ·= . ._.... . .. . .. . rw-=. __ ...,.,,.::,_ ...... _ .. __ . -........ . --... ----...... -··-···. . . ----·- . --· ··1:f; J-s:y ·~----~4T~-.i):"~ · ·iz.~-, s~~ ~-0~-~ ---· .... ·_ --.. ·----.. --- L J .~ .. i; A~ ::·1 _fr.: ,-101"" . "1 "'· 1.l-..... ·-___ .., ()...t::.M · --z.1.i.., ~,-r_ ·· ..._.,,,, ---\\ ,A. 1. f · .. ,r,,;1 ___ (2-~ . "1~1-'-'."iT .... t":'le'J-.":'.', o,. p,-,. --. . -. -__ ,. ---. ··-.. -·-· r:=-c..:::;;._: ~~ It..·~-· · u-se-HD-S . . -··-· ·-· ----.. ----···--··---------.,-----. .. . ·-.. . -- ...... -.. --1 ...... _ .. __ SHEETNO.F~-OF_ · --·--· · -.. ·----.. · -• JOB NO: · .. ·· · · . _· . Jl~~-:· .. .· . {!~ . .-:· .· . -· -. . . . -. -. . ... 36~~ ": . ~ I~ p:::~~~ r · . . . . . . . . .. I _',( __ ...... --). -.----i-·-···· ..... , ... _, _____ ... _ ---......... ·-... _ ...... I -~.--;~ :_~u. /~_·=~~~~=-+~:~·\:~{ ~-\'~~~-c;\_ -__ ----:<· ·_. ~ ' ...... ··==r-'., __ . -. . : .. _. i?F _·. --~ : \"2,,,,;' ..... :-····-~:------]-----~ ... --...... 3 \. . ··--.. ... -. -i·~--.--_:. ·;·-J 1·?-:.--..... , ._ . -... ·-_· .... \1..,--·_ E'ocf" .... - _· .-~-------·--· ~ (___ .: ·.. . __ ... -··· ----. -. -~ ····· ..... ~-------------------·----··· ·-·· ----------- ~~~~- .Jv.:. =iv~., k. F'c,t:,i.i~ ~- M~-:. \ fro, ::o \.!.-h-,. ·: -r12-y 1-1-u, ~ ',I... e·' ~ / ~ ~o~ C;xr; t-1 tz..::. Z'Z i-1 ~ ~fr '/..:::. 1·, 1-f F'r :::. '1° k.. Pr= \L.,1 k.. ·- e ~ I O, -Z..C:? I .. r-~--~-~-~-~-::_~-· 12.e11--tf', ~ = · ·eoz,~. ~-fu · r-if vi_~---,~ 4L~oi:~y-::--\ltt~ ,~ \~· . . . : -. . -. . . . -. ·-. . . . - --.. ..:.-:--··· : ~. ----. ·-· ---· -i· ..... -------: ------------~~~--:~-=-~---.·--:-. -_ -_ .-.~. NOWAK:MEutMEStElf&·xssocIAtEs= .. --'_ :-__ -_-_ -----, -_ -_-- . · · · · ·· · · STRUCTURAL AND CIVIL ENGINEERS . . ... -:·--· ... ~ · -· --· · · · .. ---·-~·---.. -------------;---.,_ .. " ......... ·-·-----------~·-··-------;-·· ··-... ··--. -----.. 1------------------------------------------- .• -_-·_: . _:-·_ BY_. -· . -. DA~~-~ ...• ~---~~?]:~ . . . . . -~ .. -.. . . . . . -. .._ .· ·:· ~~-:.-: .. :~ -: :~ _. _: _ _. :·::·: -~~ :·· _s~EET ~o: ~~ .. ~F- ·······-· ·· · · ---------·-····-·· ··,--·-· ·· -··· ····-·--········ · :·· ·· ·--.. ..: -··f--·-···--·-··JOBNo.·-··-· · · · ·· .... ?~= 52~-z.(:.· ... ~----·· ·---~ ... : .. -.-~-_·_ ····----- P=-i\·_--j:..L ..... . I • • 1 .f? ,,;.· /-.. r:.. k. f,z,,-Vt y . ···--------··--·--· --------··----· -·-·-·. --------.... e,J ~ .?4"rf i-b:.i-i~ :~·:·· _<:~~---~ ~---~ -· ~: .. __ t:1crr.:::. __ l~e8>i~ ~fr ______ _ . .. . --. . --··-Lo.!,-.. ··----· ---· ... . . . . -. .. --.. ----. ---~----~-i· ~ --. ---__ _.r_r-~~;>-~:---. --... --. .. . . . . . .. . . . I. . 'P"J--l · --.. --..... . ~,; I Is: __ .-=: ··J;. : .. ~ ··t·: : ___ ~ : . .. . -.... _-__ -__ -__ -____ -____ -?._ ,-_-___ -_-;-_-___ -__ ~ ____ -__ -_ -~-'t-r-._-_ ---· .• . . .. -. ...... \ ... -.. . --. . . -.. -. .. ·-·· ---····------·-·. J-$':15: . . .. q, ·c;-: . ··_:·:·'~--_--::-: _·. :· -. '11,4··· ;. ...... -· --· .. ----'> ... -· ·-.. ---,,--. ·-.. _·_ . ··--=~-. ~ :·· ·-.... - . .. ·······------· --'---·--· _ __/?6 . ···-·-· .. . ; --. ·-· . --~ . ,~M~-~ S.~~-/'"_(r.,_ H~::; \\O't.~--k-h- T~-~ ,_:_-_-_(? l, L.. "-u-s.~ ~D-4 . -oe0-e1,; ~ ~ J ~ -;.· . -1.~-, k. 'F c:,;:,jl tJ . 'q ~. 0 ~-= \C\ t,1J \1,-+r. t r2A( 'Z ' .. t./ '<. fl I '-.A.) I <i I G,)(T, I<~ J/4f: .... •. • ---,! • -; ··--·· • • •• ~ -• ·- ' -. -. . . . . . --: . . . .. . ~ . .. . . NOWAK-MEULMESTER & ASSOCIATES . : .. -. . . · · · ·· STRUCTURAL AND CIVIL ENGINEERS:······-·:·· ··· : · ·· ·-· -· · .... .. . ·-.. --.... -. -------1---------,-----,------------------------------------- • - •-··=::-~ -... -· ~-·- •. BL~~-IQ~·-· ---~_,J.JG"· ;at1 ·· -Z,'5.'Tt' 3. . . ~ ~ -.. -. -· -.· -tt:· . --.. . .. -... Pw .. , _1'\. ~-.. ___ . . . . ... --·----· -·-·· Ii. -----------... . -·-. l ' .. ·-· _-··-···-· -__ ·-·-···---:· ··-;-------··--··-· -···_ --··.·· ·----·_---.-----__ ···- . .. --·. --···----·--........ -•· .. .. -. __ .:_?,~:. --~--~-:.--:·.-?::.: -... . . 'l"~v:r-~-J~ -·· .. . . . ~-.. --. ----· -~--.. ·r·-~_:_ __ :· ---- ..... --· --... ?; . .':?. \'Z '-·-·-T.. --A ( 14 .~). ;: _\ ~ 11 t.. .. . ---. . ... --. ... ----.. ~it,"-.. -... ~ . -. . ,~;? -~ _. --..... :: ~-~·-·z/:.·. --------------. -am~~-.;; -~--:~~-~------~ . • • -• -• ·-· •• 1 ~t. o: ~o .... aJ _ ~-__ _· _ ____ ····-___ .. . .. . --.. -.. --· . Mif .. '.::t ... °?.?.1 t..,, ·_ 1,·_ .. fr. ··-------·· -·--·---·---· .. . I ~-i=; ~,z.:.:, .1-f:>~.~ ~-~-1--1~~:: '2,~q-;·k;:.~- ;-..:, .. :: . \ -·. --fi . • h-C ~ .. \1, e,_ ... "'l"'") • .;.; .\ ~· . <I!.' • -.. -... . . . .. ..,f,JWWl..llwl I. -...... , --.. . . ·. -k.; . ,. 1-\ ea . . A f-'-J'-'. ;:. .-l. ... .. ,-,v .- F O~T l ~ '1-~ 1'-'f~-~ ~-1 ~,-\L:~Y.:. T~ "?1~0 11 ~ B1 v./ I\ '247 Mri ~ ?~-;~ {~/r _____ -·x ~-·c..:, I} I ~.:il-l:r-::r M~Ji~---~-~k. __ -~-~ ---L1'i? lz. k .. J~;z.'l ·lo::'iL," . . A~( --\~If;,(., ,r.T. ,-; __ .. A~5t-·~---: l '?·, \._l •. .. . . . · · .. ··· --·--•-~ -_. ---_.,. -------~--~-~---·-·--·-----••-•••--__ w _________ _ .-:· .--.:.,-~:---~-·ii-~--~=~-~:-~'4i; .-,i;/4,;;~-i --_ ;;:.·;;-;,~--~----~=-~-~-~----~:_----~~~1-~~A·1~k -;;ii---·:_· ·. -~~-:=:~~~J=::=~:~:J~~--~~~ : -_:: ~~-,~-~~~ ~'.~~~ :~5 ~: ;;,. L. --~-? T~·/ ; . :: 1=~:: ;_~/t:::==~:=~::t:::·:=:·: =r-, ~ ::.: +:-1t1t~v;;}-;: :: > : -::~==-~J ! , ~ --. . . -- -,-------------NOWAK-MEULMES'f.ER & ASSOCIATES -, --------·-·---·---- ··· : · ··· STRUCTURALANDCIVILENGINEERS .. ' · · -. , ---··---··--·-· ·-· -----··. -·· :_ -·-··-------•• -* • -·--·-·-•• -·-· --· -----------· --·--• ' -·---·-··-··-----·---•--~-~--- ---· ·-- BY~DATE---·--. PROJECT -----. .. . . --- --·---------·-----·----·-··-. --··-·-. -·-·-.. -.. ... ----.. . -·-...... : .. _____ ... ---------·--SHEET No.Fe-OF_------- . · · · · -· · . · · · ·• · ---:--·-·----------" . ------------· JOB NO: · ·· -·· · --.. ·· .. · · .. . ·----.----.. --·· "' ~--· ;,-·--a.:· . · t;..11.J~. ,:::z . '1'1. t,;; . -= --i · Q~ t..""7 'i:;..,' · • --.;, •• t:, I T't:) r.;,,,.,I . _--.·---~-----~~-~-~-:~}~~~--=---~~--~-: -.. -----·· . ---~----JR-· __ : __ --~: · P-i:::.~--~~=----. . . --. ,~ ----. ~ ---. . .. --. .. . ... . . . z S,-; ... ) --. -IIJ_ ~--... -· .. .-.. . . -....... ---------_ --_____ ., ____________ -----------12..-·-.. P,::. \ __ 1·., ½' ... :1:---.. ~ l '71 .-;}.~.-i_l,.-· -, r-z-:; ,~ ... i ~ . I . . .... -.. \ ?. ,_CS . :... -··--: _____ ·r-toi.~~---·-·:: _______ .... . . -. -... ·-· .. --t..A-·-· ... Of....,,;-,, I .f-r ·' -i ~-~ .. __ -I. J...,, *·" ' -. . . -. -. ~H-·-:::····"1\a= ,.,,.-• .(-·· u · -= ,_r::..e,1--~ ·· . ltl~---·•11-···-· o -V''-·"'-·" ·_·· ,-1(\~ 1,i;r.;~ t--!' .... --__ ,-____ -_-·· __ -_--{·_ .. ; __ '-;-------------_: -----I · I ------·· . ____ ---·---. ·--·--.. ---I·-·--. -. .. -. -\'l,. ---·-/' ~r.. - -··---------1·-··· ---. -. -~.:.. . ·_. ;s' -k.. . . .. ... .:;.. . .. . . . I.'.'""~~ 4_!~ .. . -U6$. HD-7'. "D~c~'.$. ',_ -·1; V..;;. ':?·:1.-1 k._ - ... ••• :~-:: 1?/ I l...-"-r ,:_ 'Z, (J-_sf ~--- 12£1~f: M ::: 44'1'.i -~-G- M u -=---i,,z,~ ~~Ir . . A-$~VM£. o-::. A~ -':)· I ' "t.-.. ~r--I //) •. , . -. _.-_:· ~ ·_:_· ____ .. -~ i:$1~-;--'Z.. •. . -, '-~ .... -... -~·:·&1· ~f-.. . . ··--·:---:.~ ---~~-~--~---=.:~-:=·~:=~~-:;~~-----~~-: _____ ,,, -·:-· ·-. --~ -~:-~~ 1 __ -:1 __ ~~-:~-~~-~~~~-:::.:~~~~~:-:: :~1: !~--~----~:· -~~---~--.:-~~:--~: . . • • ~ • I ... • •--•• --.• ~:~~~. ~ -,L~-~~~~r~~~~~;:::~~~::-'.'.~:~~:· :=:-~=:J ~:!~::~.:1:j';~-·.~. :: . ~1- . : ·-~ _______ ., _______ ,;_ .. -~-·!. ···.·---·-···-·-·--:--··--___ ,. _____ --........ . • • ,._ "' • .-' .. • • • • • • • r • • • -' < • • • ... -•• -• ,._ • ,. -------------------. NOWAK-MEULMESTER & ASSOCIATES .. -·~ -··----·: ·----.. ·----~---. -. · STRUCTURAL AND CIVII:. ENGINEERS -· · · · : · · -·· · · · · : · ·· · · · · · -. •...... .. . . --·----··--····--··· ··---i--·-, ---.-----.--·-·· ·· ........ -- • BY_,;_;;;;,;_DATE-,--_. PROJECT_---·--------------~-~-------··-· ·-· _:._ ... _ ... _. -_---·· SHEET No . .E1._oF_ .: ... . ... ···--j-:--·-----· ...... --· -....... .. -.. , . ----··"·--····-··--· JOBNO._· ___ _ . -,. ··---. --------~-------, ... ~ . . . . .. u---· ----:--------··--.... . . -.. --. . ... ---. /,.,).;.__ ------------. . . .. . . .. .. . . -=-· ... .. ..,_.,. .. ----··-.... · .,I.. -----_ _. ___ ...... -- •. tt.,\. ~---'!::2_. .. t..Jt-..3 -"2. ~ '--1 c;;,._ . ~. ~ 47 : -_ ---~1-. ti. ... ·. -. .. ~l-0.-,,: .. ',.) .12. -. . ·----·· ... ----· ------ !:; . ··: ··11~.:~:-~~-~-~:·,~Jf~~~-~ -~--.... . . 1 V . . . ~----~-=-~iJ.:-=·.:_-:_:_: __ ·_. ---:. ---"?~ -----·· __ ,_ ...... -I . I . . .. --·Ii:" ____ ...... ·-· ----· ----------... Ii. ft_:::: 1. + · ~ CsoJ-::: .1.4 :g~ \0;4k··=:·. le.. ~'3 l!..: _'1,_v-+-~ ... . ·-·. -. -I w ';:! I '?,4.£..,. 1'-.1.f ·····-~----. ·-·-----·---·--· ---·-. . r -- \ \ . ~ ·~ i. ,· .. : . ·. r1t,\,0t,WN , ... .. _ . . . . -.. . . . -..A -==-'Z18e> It.--r._ -· · -·· · ---------·--· '~------~---~-vfr .: ---~: -· · . _. __ .. KIL--= ___41 11--k: ........ __ H11L-?' =-_ '2/tl'.1-----·-·-·---------------------------------.... --· ---· -- /.~-~--~ 111.!!.:-.·· _· ~n,_-; : ~-.. :· ~--• · 1u --= lvt.)"-. . ... v· ~ ------·-··----~ ------· -· ·-... ·-. ft:ofii-.1 ~ ~--. 1~ ; 'K 8 1 w/ l 1' ~1c--r~ -:, \ 4~ ~-tr. -,-rz..y-, '? \ ~ es'---,.i.;/ 11 ' C"i<r: I ~ 1'" 1'1" :;-z~t;, k... ·-··· Hiz--:.. 4l-41 k.-fr )~ ,t.,,L{ IZEltJf:. ~-==--\ Z-C?-.$. ~~G-... f'(t i1i ~-. \ ~ eA.-4-,. . ,_--__ · el ~ '3 i b --~:t,,. ------·-----·----------------N6WXK.:MEOLMESTER_&_ASs6CIATES -·. ----------_ -. ----···-·----·-··-· ··-- STRUCTURAL AND CIVIL ENGINEERS · · · -i --· ·· · · · · ---. ' . -: _ _,,_. . ·-. -. --. --· ---... -· . : ·--.. -• --------:·-·---------.. ··------. --.... -. ---------·-· -. ------.. , 1---------------------------------------------BY---'-----DATE -. -·-PROJECT-. ·. --· ··· · · -------· · ___ '. •. : . ..: ________ SHEETN0.\-1O. OF_-_: .. • ···-· -. __ ,: __ -···-------·-- • .. . .:,.._ .... ----~-----: . -----.---·-. .. -. -·· - . ,·.\:::· ,z.-:1.a.:···,l .. \t'--VV .. f' -~'-'-,i<.'t', 'rb..,Q~ ~. -. . .... -------------. ----~ e-r-= ... 47o k..:fr. _· . -~-. · :_: ~: ~~ -~::.T=:.-::-~.:.~.::.: ·:_·:·~~;~o. . .. . -. . . . -·--·-w .. ___ ;_ --... . -·· . : -----·· . -. --.. J, J ~-:::·_ -~--·~---.. I z, "--~ ~-: !~ ~~~-::~ ~-, --· .. --------··-. ---.... . . ,q"-::, . /::= ~ ==~.: t''I' · If~: :_·:~~~.:~:~ :. : . r:===~L===-·_·· =.-5·· I • I -. _7;:. ·--···.--. ---·· .. ---_ l ... -· -j·--·--·-·-._ .. ... .. ... B.~ Mf%-== __ ; s.-s· k.::h --~ ···:· .. -r cc ~-: .. ? ,:4:1 1~ ··: -. M N-r -= q-1;, ft--k-. I -·---... --.. -... . \t · ,P-K1, · ··'·····-·-·····-! .'l_ ----·· V'S t::: 11:r., l.. .. .. . . ··-·· ... --..... ---------·-···--... --------··-............ -... --· ---------·-·-----·-··---------------· ··-··-···---·- Per..ve:~ s-; · -·· .. · . . . . r · '1,-1 -::: '21',·tf ~ v.:~ i:!4-~ ·:,-;.,c -~~ 1 ~ s 10.r ...,,.. .. 'It!, .. ~. v/Y. _, f°pti711-f~ ,· ... --1'-'tb·r=· . ~-is· \?--?-r, -r;z.y · ,,1~~11. 'I,. z}-tY1 • v-J/ ·? 1-.c,'1 e~ ·pr~ 14,, ,i::, L pr=-11.~ 1l. '/. ::-6,-;-~ 1----e.-::::. --~./(.., / H,2.-: f 1 I t-+r ( "' ,z .7y "-,,{ · die U:Ss ~h-~ !<2} w/-;'e,1r ·-. ·v-->/i~ TDf zt B ..... ·--· --·--A ---·---------------__ ,. ---· --------·--. -··---~ 0 ··-----··------------·--·----------,------·-· -· --·--0 -·--· • -----··--·- 00 ---· • ·-· 0 -----·--------• 0 0 •• 0 0 0 . . . . .. ------------------------·-· --·---·. --------····------------·-·--·. ·------·-.---------------;. -----...... ------; ·--.. ·----. . . -.. -·-----· ---. --------· ------,----· -----······ --· -------. . ------.. ··-·-- ... --. ------·. ----·-··-------·-· -. . ··-----... ----·. . -. -. -----. .. --....... ---~----~---; -·----~ . .. ~ ·:~:-__ :--_,-·_. _: -~-.. -~-::-, _; __ ·-·:..:..._---~=--:.~·=-) ,_. ··. -~-=:. ~:-~~=-~ -r~~=---~=--=~-=-: .. ~-:-: :=---: ; :~: f.-:~---<.~. _.-~:-:· __ : ------~·~-~:~--~--·;·· _-:)_ ~ •.. __ _ -----·--... -- ....•.• ··:--.·-·-. ··: .···.-·· ..• ;---,---··---··· --i ________ ···--· -···· ...... '. .. < •••••• ' •• ---·· :--+. · .. ·. ·--, -;-. -,-·'-f· : ,-.·-.... ·-· --. --: ····.-... ·-........ _ .. , ~- · -· !-,-----·---.... -_; ... ,-,---····· --~---·-. -•. ~., ... -·· -·-. ~----~--:;,-·"1"-~--~----~--!------~------· -----: ____ --·-------l. . • --.! • -· --· -.. --·----•. --·--· ... -----· .;._ -------• • •. • • • ---.. -------·-·--r-----: -------. : -. -. .. . --· . . ••; -. -···· - •.. :. -~-. --·· -:·-·-· -·:--·--· ··--· .... : ~------------------------------·-.. NOWAK-MEULMESTER & ASSOCIATES -S' -•• • -••• I ----· ~---~-· l·'"'· -·····---... STRUCTURAL AND CIVIL ENGINEERS · · · : . --..... ----. -------.. ·--------·-,·-·-·-----· ····-. -. . . . . . .... . ..... BY-.. ·.----DATE-----· PROJECT,--· . ·-··-: .... -··-·-·-·--------;_ ·-----··-SHEET NO. -I OF.,.:._;:,; . --- .. ----···--·-r-·---·--. -··---·. •· ··-.· ........ -_, __ ,,,, .,.; _________ --.JOB NO;· ----- . . . -. -t . .. . --t7 -,,{~ 'd. ~ . . (I-ti.:'.~: I•. ;;, --. -.. -. . ... . -w:::. ;1;0o rl?. . · . . · fvfi:-:: . .-=: _11~ ~~---_ ~ _ .. C.,__ , ____ _ -~"----··; \ ···--·····:····· ·;!JS M;z:.~~---~1A·l-fi-.:.· .. Mi.Jt:1'"·=-'5-Z-'2-ti.~?r .. _· __ ::: .. = ~::. i.-jE~.~~ -~--=~--. , r ... _ ... 1'i_C--·.;_·~~?. Q-,~i~ .. :.· _______ : ~ U ~-Ho_ Z .. _ ·. ----· __ .. ____ ---~--... ·· · ~---~~----________ .. 'P~c""\...S •. -. . # v-~== 11 k f c;;o·n , . ..I l:'1 , --. H·;f ~ 111 tc-t Tf7-Y I \2e1\.I r.. Vt;:·\~,~:; ~ ~-~ f /i ~--:: . Z.Vf. Iv.fr. I ,p: --. ---. . --_,. --. --. . .. -. ·--·- .·-A 'S"5i'..J7Y'L""· .. -():;,::. l·,oL__ . /Jr--\ '<7' ,z... . . --·-Cl'. /:M/ -,...-In l s (_ -I I >'J · , .. ~ · e::,_.__c;. · • .. : V' • ~ ·· -·-----·. --··-··· ... -.. ---------· -.· ··-··-·-·--·--···--·------·-------·-----·--.--------------·-·----.. ::····---·:-..,.tr:.;_ ".i;-;::.· 5:-~:-:· x ~ _ .. 1 t>1 ·. :. ·'Lo ·_ ,r. -:.. -· e.:.:..;.: -~ .. · ·~~·-=:-~~ ~-;.;:~:-,-:-'2· ·:;,·o··-.--:-i·.fr · biL :·_ :· -__ :_:-.. :~ -~~--: .. · -~ ~-'~: t.:.= .. -__ ·:..:,· -~:.::..=::::..~.--:.": .... • .. -:---~ .. n . ___ · .. --.-, __ , 1r2 .. r v,-n. f.!..--.• ., .. .. . --· .. . . . : . . : • ~t ~-:=!~l--~l~.-~~~~-~-~-:-~-~-: ···--:-=_--~-;=--I;~~~;~~:!~~~~:i~--~ -~r---; . . . ·•' ----... -. . . . •. . . .. • . • . •. -. -·-·l .. -.•. -· --. - . ·-·-; ... -·· .. --·-; --------- .. ---... ---. ·-·-----·.-. -.. ---. NOWAK:MEULMESTER& ASSOCIATES : . ·:--. ----···-···---·-·· ···-·· -. ·-- ' . .• ··-l. ---. ·-·-··-----____ _. ___ -----·--t·· STRUCTURAL AND CML ENGINEERS '.. . . . . . -;-. . . . -. . • .., .... --·,--.... ·-----------·-··-!----------------. ----·--- • BY:..::.:...;;:_DATE ··· · ·--PROJECT_··· ..... ·,._.-_ .• _ .. _.-------------,-·-· _. _. ·-·-···--·-· ·-·--·-·--·_-_:._-_·--··-_-_ .. • S.HEET NO.~OF_·_-· . ' ' · · · -' · -··· ··· · · · · ... ··•· · • .. . ·-·-·-JOB NO. . . . -.••.... -. . . • • .13Loc;; .-A~· L. 1.,-J£ a:: A ri:i.; .. ~ 1.~ e::.· .· a,-_· .-rro·. s~ . · 'R,.=. ~k.. ~) ~-·-~ .. A:~ ... J~ . .1 f ___ . . ... __ -· ... . . . . . R ~:~:z.,~ ~-·~·-. . ... :_ ........ ·-~ .. 1-k-t. i:i~ s· --M.?'r=·· 'loo;;·v---\i~~.-·-·- • B'5 C-:-1rt>=-· ~ 11 ~-fr -_.._,. -'\ r=.. \ . . ....... . U ~~ I\-/ J -:-1,.., -\ • ...l l.-_ -. . . -..,,t:. MD t.P . . - -. ®IN r.. .. cf-'.-f?t ~~ ;S ---,.;·s E: ,. rio... ~t' Y?:!07"1 U'9 ·, 'M 114( ::. '2.? 4 l k..--6- 1fVy i.'Jo 11_'~ ~i w/ \ o 1-t..,~-.sxr · H; = -,ic; i --x -=-..... '?,, 1 e.-=- ·-···--····· ----·--· --·----------·· .. ~---··· {2.el~'F"; . ·----··-.... ·-. --..... - ·····-····-·w··,·-· ·-·---···-·· ~ .. '_J; ....... ~-......... ~·.-:·~ . -· .· ... .-·2;:i; :~~·.· __ .:._~~~-=~-~~~-j·~--~ ~_.c;.;_··:-;·t t-::_-... ·.~····. -.... · ·~:··· · • ----.-?" ----•••--• •• • n. • • •• • • -0 -------. 1-"""'-·i' 1 .'l .. --: .... ~ I=-·---{ I Z,-Z.. · · · -·--·· · · .-! ·--··· -· -· ---),~--·--1----i·----·······-. . . -····c-... <. ···- . -. ·_-:_· c·. ~.-. , .... ~ , I I I -r----H ------.. . --... -- . ··--. . . . ........ ·-._ ... 1" ~1 -.. -~-··-ei..T' ---· ... ·-·-·-.... -. 1 . :.. . _· ~-. -.. :: . . k..". . -. . 'Pf-:::. 1-:;0 -r---== .. lit· It-. -. \-Z,~\ .-.. 1.~. -~··.~.~:.~~f ... ~ . : --'-··4 -~·l-_f:--=-. . .-~.~ -. . .. --······--· ····---M ... q 5-... . ---·--····--·-··-----· __ ···----···------·-----·-·-··-·---·-·--. · ___ · . =~-;;~~=·i-~~~1---C:ff?~·:· -:.·.:_ ~:.~~ ~. -~-3 qc··:· -~;. i · ~-~-; 1.·-: ·. · . .-_ :. ~~='-·~.~~:: .. ~~=~=f :.-~~~==-~~·=-.~·; :. : ·. ~·· ~-.-: ~ -~--::.~ -:··· ···_ . ·~ -:_~ ··~-~--.. ~.·.c-~.-j·~-=···.:;;.-:.· .. :~~=--,,=-~=::.:·:~·'...1::.:.,.-:~=-~. ··1-, J. \. ~ :.~~-,:--~~.·-z~.~·:/i ·--:~-~~=~~;.,.--.--1·,~;·~~ t...~1:_: ~ . : . ----........ f-'r'?.-,t...2Jtl..~---·".~-·"····· -r-1-'r'S(·--.... ,·~-I'\ .......... -r-··. ····-,-·-,-···-·· I.~~-(-. --... ~:1.1.n ............. . • -~-~~ ~::(;1-5~~~~~~~~~5~~~~-~-~z~~~~:-:1-_-::~j!~t~~~~~j~-~--···::_--j- ······~-...... ··--·· ······(··--·-·········-·-·· .............. •. t)6e'~·.,o" V e'--w/10·-s1 (;~: ..... , .. ... . - ·· · • -· • ..... , . • . .. . . I;; A -·· . / · I . . . . . . ~ . . . W/ I'?~~ @>J ·10 .t.i, {r')-· · · -:;: ·-..--';' • ····_-·· . ,. .. . . . NOWAK-MEULMESTER & ASSOCIATES·-.--.---·-·-··-·····-··-·--··-····--··-- -.. ----.... -... . . . . -·---· --.. . ~--· . ~ --. -... · STRUCTU~':,-~~D _Cty~~ E~~IN~~~~~ -· . _ ... ___ . ~--·--; -~ . : _: ·_-__ .. • ••• I •• BY_;_:;::;:;_DATE ... · -.. PROJECT .. -· -·-~ .•........ : ··-· ···--·-···· .. : ......•.... _ .. SHEETNOFI~ OF_ -·· --• i • :-"'. · ·· · ... ,. ·· .... ···JOB NO. ____ _ . ,~ ~~JJ. ~-· -· . . -· . . . . ... . ·.M~~:~··ii~-,-L,-tt·:.~. ··· · ··-·· · ···.··· · · · · ···· · · ·,B5 .. M.~-=-.· "~-i k.¾ . . . -; . +--...:,4 ·. 1?"1 ... L. · I · . vt,, ~-,_,-__. I . . F wc,n f..16i. :- \--11.~~ .. ~-Z{ l:~ ~ !.-.. ·'W' _:, t. (_ · ·-· ···~-·· .:· . ·-U-. 111 .. TT -···· ---~ ..... , -----------------·--------·------··· ... 1'<(:"". t/:-.&·(,21· i:.&:-1.·. i.-v,_ L. t.r :.,,..,; "\ ~ ~,. -. ,;:f""\, ;;;) {l?i.,' fl1-<.f ? ,_ t,. I.( ~ '2--1 ... t/j iv I ,.,, I E::.-xi' F f =-~' LC::, . y,-::: -s1 ~~-=-CPJ.'1 · X ~4r i.. e--1 •t ( ~ Z, 1:C, 4·{-· .;ii .. ·-.... H -== \ -z '1. ? !1---h- Mv -== ! g i k--tr t4.. "> ~ \,I YI!. (., 0--::;; 1.-5 d--Z'l b,--::. 49'2- A~(-::: /,41-;;,1- Vt;~ Sz4,s (16) '3~~(,-) -. --· ---.. ----.. _.., .. ' ----..... ·~ ....... --- . . ' ...... -... ····--· ·----. -.... --------. ------·--· . .... _ --T ---_----··-·--__ .:..:._,-__ .. ··--: -· ·--·-.... ·····--·-:-·. -.......... ·--: -··· ... ··. ~ ....... -. -·; .,, . ···---.... ·-. . . . . ~ -... ' --· : -. . : -. : .. . -- . ' -·--.• -. ·i • . .. ·-.• - I , --i --• • •• • .... ; .... 00 • N•o o• 0 ·-·-·-----·--· t·· N •••·----0 • • • ••• -- . ·-··-. ·--·---· . . . ... ----------·--------. ·-_ .. _. ______ --·-. ---. - _.., •• • • • • ·----: • • --• ___ 1 •• -.· .: -~ ---------------••• ·-• ' -• •• ·---·---.... ... ---·--· .. -. . ---· ..... --.... ;. .. _____ -. ·-7 -. --------··--... -----..... __ :, __ ---··-·· -............. --. ; I • ----• ·-•-•• • • •• ' ..... __ --... _. __ --;-·--· --------.., -----. ----·-. --··--· -··. --; ---···-···--·-----!------------·----.... -.. ---·------__ ._.,. ____ ..... -··--"--. -------.. . .--·-· -.. • . . -. ··-------------------· -····-·---·:-··-·--····-·-NOWAK-MEULMESTER & ASSOCIATES··· · ·· -····· _': . ~= _: __ ~ :. ~~.~ -~-~:.~~.--~'.._..:__ .:~-~-,=~ ---~-: : .STRUCTURAL A~D. Cl\'.Il, ENGl~EERS~~.~. ~-~. :. -= .·. ~-·:. ~ . ..:.=: .. · ... --: . , . BY -DATE \Offl PROJECT · CQ.~·-kor:-·· k:J 8" ,4,'b--·---... :._. __ ---------· ... : ....... -----·-·SHEET NO • -.. ---······---,_ ·----r--------. ,.. . . . . . . . --. ""i ··-----·--·.-···--------•• · -· .. --•. -----· --: .. . • . -: -····_---··· . ---.. ·.·-· ·····-··-··-·-··· -, -· ·-· ., .. ---·· . . _· . -· .... --.---.........•.... --·---···--·:---···· .• ···-·--·JOB NO ..... . OF_·_ ----- . ----·-···---·. ···-··---------·--------------·-···-·· . -, r::_-·-· ...... ··--·----11-.c ,-,.----,,-.;:--;-~---····-;-l '"".:51:,.-·1,._\·G,-=;.··0;···· • . . .. w~ nm,.\ "12,.. . -·-~ "", .. ~ vrt1 l"oJ. -t" I . .. (.)$,(: /., 1 ,..0 u. S 0. X _\ ~ ~ Pi"C:1 .. w I 1 ~ ~. 1? :.~·-('e;;'f_ Cui..-01.:"1~$ :w/ c::L. ~e:: -z..-z.. ~-·~\...le.. :.. ... . .. _ . . ·-· .:-............... ··--~··,-'2.--·-·A---.. ""Pml'h. =-i."5 •? IL + 1 ob') C ~ -:: 3 '5 ~ B k. ~, z. -A I c:; 4 1_,4 I\ ,i;Q •· ~-, ~ I Co,\ 2, L I"~? ~ "?,?-A-,'$ M1-1:: \.t=,5{z,0-C4,.a,i)(4,;1z:..;("4·-;~~J-:;. ~o \l.-k d--:= \ 0, '5 '• ;; ~ ~..1$.,.,M 1: C,...r:. \ , O ·-·---~--t-=-i z.~ . I.~ ... ~ ~ ? E I\µ• A-s,,.. -: • , , 111 i.. A.'Q:::. , ~~ \ q . -·. . . ;.,.··· . . u!SE' · 4 --4 ?O": ~ l':> .. ~ . : w/ ~s·--_., .. ····re ....... -···; . 1 . ----·-··---·-·• . _____ ·--·-.. ·-7---~ • ~·..v..); 11 ·• • ·:----·I ••-•·-·---·,- --... .. .. -. . : --.---· -:-·-----·-:-· ·-· . :----· ---... ; --: . ---i --·-_ .... --· .... --·· ---. ---....... _ --- -·--·· ---·-·-··· · -----~ -·------NOWAK-MEULMESTER & ASSOCIATES -----· ... _:' _-_-· .' -~-~~:_··-_-_-:-_~~~--:--:_~ __ .-Sf~UCTURAL AN~ CIVIL ENGINEERS~_·.:.: · .. : .. _____ . ____ ---·· ____ -· . • -----·---. . -·----·-·-· :-------·--·----------·------. _.__, _______ -----.. · -· -·-· -·-····-·· · · · -···--·--·--SHEET NO.~OF __ . -----·--·-··-.·· -·-----· -· -.. -------:-----·--:---·-·· . -· --· .. - -" I JOB NO .. __ ··_··_·_·-_·_··_·-_-·_--···- -·· .. -·------· --------r---·-·----------. -----··--. · · ;. M·~.;;. Mor::·.--~-, T:·--·· '><---. -P -· . :-~-·.I~--.?~:: .. -· - '2' ~-(~-~ f .. dtL_ _. · ___ : _ _._ ~~---~~·.:.. ~~·:=:.~~~:·_-: __ · ··-· -··- ,-r\-e)j--~-:::.-·. 4.:_ _____ :_/4.i..:_;~--:. I, Z-'1 ; ":. M ·,·i-.l:-· ~--= · .• e:,b1 A: (-r, ~1(1~ lZA.) .""=! ~ ,C?Z ,;,'.%-_ _ GqO-:Jt.~S-. V.~e ,1~c/·-·5&i,·--x:.·· 21·:-ol--f ~-· ____ · _______ 0:-!f_ij-~ ~r t~w .·-· -c,4,). ___________ -~ _ .. •• . --·----·-· -----··---------------·------.. ~ ... ------·--·. ·------. ----- . --·--------. -. .-,. ··-···-.. ·-. --· . . :: ' ' • • l • • • • ! :.· : ... !. ___ : __ ... : ' ·····;··=--1 ··-···:..:_:.... -·-~:-i··- -----..... ---_; -. ---' .. -·--·--! --· -· ·--.•. ---.. .. . .. 1 ·------. ____ . -··----. ! '.-. ; _,' ' ., . ---.. : "'I I ' : • ' : . .. . ~ -· . ·-----····. -·-------';'"---! . • ____ : .... ··-. ···-,---. r.• T. ,--···-·-----·--:--. · -·-.. ----·· · . -; . ------· -,--. -. -. --.J-·····.·-;-·_ --:--··. : t --:--, :· :····-· .... ···-:--· ··-·, :·--·; ; .- • ' ' I I ; 1 , i ' • ~ • < ~-----" . -,--.--1---. 1---J, ......... ,_,._: __ .. _____ -·-··--. ' ~--· ....... --------·· ' I • I I I • . • • • I ' i •• --~--~•--;·-~-~ t,. : ___ ,_7-~. ~-!_.:_ •• • i • ' .. •• ' : :·; :-_ !--~~~:·:··.·:·: .. ·:~.; ... __ .__., ____ .. -;····. -·-------1 · -··:~:--~-:=~-:--.~---··. . . ; . . ' . . ~. I¥ --. _:._ ____ ......,_--:; -....,...":.,._._:: .... :-:_--·-. -------. -. ·--------' ----·· -...... ----------....... --. .. -..;...-.-' ._ ,_ ! _..._ ____ ~_,..___ . ~ ·-· -.• -------· -• ---k• -·---------' : _____ ____,,_ ____ . __ . ---· -·--· , __ ----,.. ------· -· --·-·---· -___ .,._..,. ---., _...,__ __ . __________ .,_ _____ ··-······----·--~ --~ .... -. ----··--·.·"--·· __ ., ..J ___ ------· 'fJ---------··--_ Vff..4 -,.1..i::..:,. _ --·----,-~ ~ -·· · ·. ·· · N. nu~ MEULMF.STER & ASSOCIA'.'T"C'-" ~----· ----.A\__ -------6830_ Oberlin Drive, Suite 200 · · --·· · · --· · ·· · -· ~----·--.. ~-~~-------STRUCTURALENGINEERS . . . .. -;---· ~ ---~ ·· ··· • SanDiego,California92121 · --· .. · (619)455-6681 ---·--------------·-··--· , -·--.. . . ... ~ . --. --. . - • :~~;-=-:9i·: ~-~!)~~E:_l_'Z.,__/a,..._~-'1_._-__ -_· ·-J~()J~~,:. .• .-lf?4;.·-·· {.; ~ -4"1. ~ ·45 : .. ---------. --·----------· ·\ II-.. q·:;·~-;.-I · ,t!iJ <t-,c:::'E ,I: ~::·-·_-,.-~Ill.JC · t ~ ..,_,--:-1"'-l. 1.::,.,-,C.-... "j'---Ff\;:i°Z,-iY,•i',-.., . I . ~~~ · trl 'Zt.(1-z..). ~ U:{IS) )-=· --z-Jt~\o-\\?,. _·. '2."1(.p-1 ~-lb i '2/2.\40 \~ ---·-. -. . --. -t-1·~, . VN.-~.i.--o· \-tT -=-· \'&'-0 11 : . ""t'~ . t..· ;-' (., ~ \)4 "°PA = I c4 .f' >--9--,; ~ I(.. ·e,-t. -~P-1 ~11.(, ti;;, ~I~ ~ ~I 1,..>'1 . ?.7C. = ,s·1, S ''-M:::. ~ e l@ M e:ti.,') -== fb-: L, '5~ L--;1 /t-= . 'f,?1 I'""~ t p ~, ~ -B,A-5~ 1f -Pli:61'2;,~ fi:, ~ '?i, v ~~ . r-~= \8. ~ lL.h~ E:rt1. H ,_, - er., H· t-"2.. ,€6' .6/,o . 11-1 ~ t;g -,o · I"{ ~ /e~ '2. -=-~ , o4 I" -L-, ;~l"I , '=>r -=-~ .-.::-.,, 111-1 . SH~~T-~~: Ai-,-· OF __ . JOB NO. -~10 4~~ . -1:. __ ~-= j ~~ ·, -~ ~--'Z'i_v_~.l"I 6-;£..::,ZS 11 _-. -• c..,-s1=: lff'CAi-3/e>"' 1E- -. . ·--·~--. --·. -··--------·~---·---.. -----~-----· ------·------' ______ .. __ .,.. __ .., -· -·-_, ----·-.. ··---. +,,---------,----~ .. ·----··---·-·· .. ····-,~-------""·-·---. ..,__. _ _. ____ .. __________ ·----·---·-----··---·---·-------... -------··-----·-·' ---------------------.. _____ .,. --~--',-.. ..,.' ...... -------'!-·----.... -·-· ·---··-··--·-----------·-·-------. -.. ···--· ------ ,_ ' --. ;,._. -·--------·--· ...,---··--· ·-· • 4•• • ' ,_ --~ ·-• -,. • ~------~ ----~--~----·---·-. -,.. _, ___ -. -... -.... -· --·-~-------------'-------·-·· ... •··-·-··----... --··-·· .. -···. ----·• -. ----. ·---· ---· -----------,_., __ y__._ .... _, ______ .,,. -------~---·-·. ~~::::~ :~,--~---~: f.~--~·:_:.~ :.~~CW'~~T~R&A~~OCIATFS .. --·-----1-·•· · ·· -· • 6830 Oberlin Drive, Suite 200 -· · · -=: -· .:· :c __ ~-~ _ : ~ _ · San Diego, California_92121 _ · .• · · _ · ·_· _-_ (619) 455-6681 • J • ~~:~x-··:r,q-=-~·-_·;,_~I!:···12-jq1· ... PROJECT-__ u-· -· ·=~ ___ --:_·~ __ 4'7 __ ··-;·,_-_4 __ t!, __ .. _· --SHEET NO. AJ"'2-OF __ ------------·--, --.. --· JOB NO. °170 44 - • \ ,.-, I .._, .f-o -c:;, . -o· "\""0_ .. ~1 . -P-i :ro s . 4- E:" • ..; Tb F' Wi>+<---::: 11 3 f I I. ~~--~: l,. ~~ -~-T . --·e::J'll· A=-.z.u . .....,..... - ~.;:. ht--e" t:>8--F\ . -G--: ~a_. (...1/1.l'((_~t... "' .. . :::::-~rro,-z;,-,.....,c-,, ) · L11-i.c:.t.l,)'0&$ SM. v-1~ e 10 y-li?~ --~-Wl~~-i -T'fp,~ ,::>;--'· . --·:=:i···· ""T 1i:). ~-· =.! . ---. . hf~\ ~/?;>Q\ ?E::>t-L-.= ~2--· .. ;(Zc> + 7.JJ:,_ +, 11 l'S~ )\3:) = i,z -~ · · · -_· w-==-~ I 56'~ f I~ ·· - t--11-== \ \ t, ~: li--'1-. tf4./ ~JI e:>1-_-h? i> --'f1 ~ L-/sc:11 '+2,..-:! \ .-\ k f-'2.0,1 1, ... ; ~ t),s~ W1'b~O Wp+~ -:::.· 4",'B6 oo) +-ro(:z.o+ u..,. ./-so;= J ,410 \\,ft. ~---------l-rJ\"--e \ ,-51-( \'t10J( IC51.) -s tp\, H, ~ .. -h-, <:.~I i . . --. . . :· ---· . .. -\ '5 I --,---~-----. ----·-.. -.... _,,,, -------··---- -• ... 8 .. -. -·· -. r : J4"' 1;i..;(io/r.){1410') "'It,,,~ 1". "'-11,& ~ . -_. _ .... -----~-:· .-::<l.)rSe'..·. __ -f_ #:S ... -T.yf i~ --· ·--·----------·-. ----,---··--t--·----------~--,..-----·-----· ·---~----· --· ---·----., ·-•-1-; __ ~_,.___; _____ ... _, ___ '7...:.-..... ·--· -----------~-r-----~ ~-·--··----...------,-.; _______________ .. ~------------·-··. ···-···-·--···--··---· ----- -=..... ...... ----~---0¥-• _. ~ -·-• ~----• -----···· ,. • • -... --· ••• ·------. ---· -••• ------. ----_.,._ -. - =-::...:~ :.,---~~ lr---: NOWAK-MECJLMmTER&-ASSOCIAT.ES -: · -----· j\___ · ---· ---6830 Oberlin Drive Suite·200--· ·----· · --·---_,_ _____ -~,'~~----. --STRUCTURAL ENGINEERS =-.:-·-::·.-:: ~ ··_:__::--::_san~iego,Californ'ia921_21 · · ... -. · (619)455-6681 --·--· •-~ ~~-pkf:: ·:.~-~-~T~:~Tri/~~ -PR~-!~~~--: __ :·.~~~~-~7~~--:_·t~ JOB NO. = -=~ --· ··\fi;i'rf~ _· -=·. S~~ /t"s. -~?~~-; ;~~~----~, ·--wjc, _Mr----Z.-Z.,. ~. ~(\~~--~ . ~bj~~-.. -t>6ci~ ~ 4 tJ:5~---. ~ . ~-__ ,u_~, .... -. o-'11"' ~-~~, ~ Wi~.h'-,1~-~ ts 1~ f"'!'f - __ : · ··W-<2-f14NC/.. • ~,s + l~·o/z.')Cie,'1) = Z~/ l:'-1€,- --_ -~~-1-1-0.11 5(-f; w4 r::_ :,z"-114 = L, 0 .~ f' _1.f. ~a.. 1 '-z;,'' srrz.,p, -· ______ . A'f:>" -·;. ~s't:111'Z../-h-: . {_ *?~ 11") dis 4 u b-.1·z/i · . M.1-1 ~-1,'7 L f&::o~ ~) {?,,r:}) -:.--'='· \ · ~'-~+r . : --~ ,..,_ ... .--A·_.,/}.,,.. ,_,_, . .,.. I.,,""' -/-Y; .... ,--= , _.;,~ '" --;~?~b L1iJ.1a. ~n.s -P 4LP f. ?"41 . ~~>1~ ~ {d-t_)(,q) = '$,LP l~--fr t?1'- . vs(;" 1¾-5 e t1 {j (tt) -S/A ~ 'P4S I Y~e-kJ'7, A'6 1--1 , .J • a gr"c;~ s . 0.5 e--:S~'1 _ Lil..\n:--i.:. ~-"1... ?'4f:> · · · 'Sf~ 1 ,-lee:;L..cC.:T.1 .""14J U1-4,-_ 1 '-_ Clo-,...! "?E:12J/ P.f'1 v t-) . "5/A 'ft't-Nt;;;t._ 'P4'6, -p~~ w1 · ~-Mt tJ, G:;~,w'='. _ _ _ _ _ _ _ .. l)6t: 'o ..J-1 · t2-~_-r 1t ,-. rJ-e~iar,~L,:~. sj~---=~--c ~~krlv-?) -. ·_ . ----. . -" --4--. . . . . ~ .-. .:. ____ . __ .:-: ·t--{~ __ -.15~,1~-----f~1r .. : __ -__ · __ --__ ~/A·.~-~~: :_ __ : .. A~ ...-i·,iJ .. a~7-UJ~. ' :.~ :·.:~~-:·:::_~-~.:: ... : _ :_ ~ :-=~~-=--:~. _-____ '.-:.~-~--=~=~-~~--~-~~=-=:_··-.:::·:~: --~-----~-~-~: .:._.:~I/~ -~~7: _·. ~ .. It :~T~~.~~~~~l~~=-p~~=:::~1~~-::::~=--~~.·~.::· ···• :~.:~ .... ·:•· .. ·\~. ~~ -___,...--,---,--,-..,..,.....,..., -f -, --,---_, 1,·-~::·-· .-~±r-_____ ::=_-Y1 ~-~-------... ~L~ , · : :J._:__ ____________ £~= ~~~_) __ -=-c :: -----W-.: ·1--------;-, . I • f ' j •• I I ' ;-- ' 1 i j -;-----.--1--..;..------,.---------------------------:------~-------,.-~--:-----+·--· ' --:-'BY--1---DATE-,-~-PROJECT·---------·----·-----+--·-. -------!-': -·--i--''-'-~--1---,---SHEET~o.&1:_oF_---_-_:~, • ---_-,-~.', 1TTTl r ··-1 · , 1 . ----· -.. , ... i .· t ' I f ' . , : ; I , -------+·-,--_:_,.....; -. : ; ;. ' ; ; : ' , ' -: . J __ Qlf_l/QII. ---··-, _____ , ·j_ .· I' ---·-;...1-: I ! ~--.........,l·---~-----......... ----,.----f ~ -----! • : ' t l-I , ~ ' • ~ , J ; ' i :-----f---------·----+- _____ 0 ~; ,-o!:'.~t-1=-~-~ '.·-~r~·e+-,-,A~r~.Lfl:.--r-,::;-·-~-,j -;.;;.--6t:..t,r--·Ai------.,. ·------------------· · --· ·----·· .. ~-r-;,y.\.12. .. -r-:4.S'1;'.l-: . -.· --I..J'1'. ,. -,-..,i;:;.76.1 .. ____ .. -i-____________ . ______________ _ -• 1 • I., 7 . : , · ~ 1 , . ,-···-1·-···· .• i -- -----~ ---:---_·_: ~'. ,:i,;-s :=:-~ . \ --==~=~·~f.; __ -_ G/~~-~~ ~ ----~: .. ,---·----:~:r::·· ____ ·_ ----___~-___:--~~-:-·_ .-: .::-.:-:.-(·-~ __ :_:__-::= ::.... : ___ . r i~-··1-;:-···-7-2 1-:--iesL-,.~--....:.. 5C'J--·--i;-··------.------------.......,--___ · ----f-i·-------------,------7-. r·] _ -:-·-----------; ~=~==-~===-~:--_____ , . ·----====---===-=---!----.---w . _---... ---------:-- --------~------____ \Ir '. ----W5 ---···· J · · .... ·-w~ ----.: -----t: .' --:r~ ___ .. -----·--: __ :·_· __ -, --__ · __ ---~---- ~ ... ' . : --------------~ --------------. ..... -----..... --.. ----------· --. --.. --.. --... --·-·-------1---·--------••--M•• 0 --·--· -----··--·~-----• ---•------------------••---______ ... ___ _ ! -------!---- ----------,----~---,--_-___ -__ -__ -_-__ -_ -_-_-_.,.i :=~ ... -.. __ -_-_---·_-_--_--_-_--_-_-_-_-_·_··_-_· ~.-=~--=:-===-~---------.. ~<-~---:1 --:-------i-~-~--.:.. ------·_ -_ ... -. ·-. _·--. ..::.=: ~--. ---·----;--······· - ·-.-1------L-..---~-::.i= ... ·-=-~=~--:: --~=--~-~--<.\qi,4-5"-·_ •------,; -·_------------i·----; -~-----: 1 --------·r·-:~ · -----·1--·--------------·----- ---N' c,J ··---··· 0--·-· lf) 'I[) ....... · ·-··-,J··:--·-_r--------,·--- ----------.... ?01tn-·'tl-·---------··-..... ·---···-,--1:2"" -0---~ ·()·. --·----~ --------=4-rr; --------_ .. : ~~:~ ~-~=· ,:~--~ ~~ -: ~=--=~~----~:~-~-:~--·_·-~ S.-: -~ d)~ .. -----= -_ ~ ~~ ---~-~~--:: _~~ =-~ -------·1 -- ,r:. - ' .. ----------. ---- ,.----,-·;--~ --·-· '-.-··r· -----·- ---------- ..:......,..........._-_--_-_-_.t .... -=--=--=--=--=--=--=--=--=--=--=--=--=-::_1!--'---'·-·-· __ · ____ .--+ ___ ~---=-=-:-~ -~ ~ =-f =· ~~:~-.=-==·-r-~ f · . · ·_, ---=-=--L----· -==-::.:-=t~~ -------------1...,..------· .---~1 ____________________ ~ ______ .....;~-----------~------ ½ I r , __ :_--h----~-.:......~-: ~---NOWAK-MEULMESTER-& i\SSOCIATES---L ___ _:_ _____ ~ ---__ --z.. _______ d -- ----1·--------,-,-----1 · . -----·-·· ------... STRUCTURALANDCIVICENGINEERS-:--:----,--!--~------------1 -. --·---... : -T -- ___,,.~ --~-,.--t-~ ------i--r--:-----... ---·---, _-~-,--:--~--:----~r---~-··:-~---~--t , !---------) i,. _I -BY-+----:-DAT'J:,E~--, t~~1:::CT~. ::;:;;.;;;:;:~ ':;;::;;:;~::.;:;-~-l:;;;:;;::;;;:;::;:;~_ -~r ;:,=.=-~~~~~~~-;~-~ ·~::;:;~~S~H~EET ~o. _ _ffi_'2.o_ F_-T_· -_+ :- -t --'.-i I :-·· · · • r·-··-::_--_-_ ----~, _ __;____:__--;...! ...:il--;·-""7-:--++--i--;-;-,-JOB Nd. --:--'---·-: ·---· -: · - -------1-----------------------------------------------------------·- •-·--· . f ·:-· .... TT -·,-,--, I • •-~-~r: • --:. _I - ··---~-- --·-----------.---~-------·-. -----------------· --. . -------------,-------------------- -.··- ------------------- -1'~¼$' \ ·--:·=---------·- L.._~~~iD_..:__· ___ Fo-~-f~7:>'2. lb_ ·i;1;,.::i·~v~5--~---r,0 ·<· l 1B5'1 U.'.· -·-----· u;..ie-·: f;:;~ -~ · ft--::-=·--~-5' 1,., Iii ---,--:---,-·--!'!;· ,::_ I '_A_,-,,---1--fN~ -:-.""1---... _ .. q;:,.'.?: •.. ? I.&".,. I _ C, ------------ t;Aob lb, _ £...1,.J~--~ f ~t.:.· '1?6~-~ f.'!> ___ _,-""-'-. ;~~:: ·z:i--e~--:~;~~::: __ ---· '(-:..c,,y:. · · t;o-u;.,, tb. · -_-_ -_____ ·_-·_--":.....· ·_--_-_-_---_--____________ _ . A . ~ ::?Z.-S. . .MJ . :i ~----1~ • -----------------·-·. ·----, - --1-~ ------; . ' --· -, -'----~~--------··---·-· • --·1--.,_, _____ . ..;I --' ' I -----· --· ·-· --·--· --!----·-,--; --·, ,----.. ____ , --... ·- =:~-:. ~ -:_,-::-~ . .= ~:-~-~ ·:=: NOWAK-MEULMESTER & ASSOCIATES _-_ · . . -------· · -r J ---• . STR.UCTURAL ENGINEERS . -. . .. . --, --·· . -· · ·---· J.\~-j_\---··-· · 5830 Oberlin Drive; Suite 200 · · -_. ------... ---· --· -· 4'\ ~\--~ · San Diego, California 92121 • · · ·-·-· ·· --(619) 455-6681 -· . --,._ ---. -. . .... ··-. --· •-_ ~-~~~-:~:---9~~~ ·12/q1-~. _·. f~O~~~T---~rii--L;;··~ 4:J&:4· 'b·-· _· . -· . \. SHEET NO. Afl-3 OF __ ' -------·---·-··---~-------·------... ------------------------------·-·· -------------------------. JOB NO.--------'- . ... ---·-----· ~VI~-Me~1-~ ~1~----~-~t,G; .. A ~ A •• I = ~;'). ~ _-" ------r~ ~-, -o. -----------.. ------- • H_:.-: I I z.: I? \l.--tt.. - ~-=--\ ~. ,S_ "- -. ~~--=. ,z..q 1_0" ~-~ l'H,, '\ l~-+r 12-:;. 'Z 1 ., '2-k... 'BeAr-( e,. L11~ Z,"4 . ~A-1-J = ?.Jo'-01-1 M ;. \\-i ''--~ : ~: \';;,\ ~ TPJ./_-W\€:i~4o .fb-== 1'1,1 ~; o1L f..,-=-'Z,1? ("'4; = -. TrZ-Y . QS5" WI ~o A -:: ,. 'H.P 1 "1 --=-· '-/~t.,'o f b --. -,z.o t1 It..~~ ~ /-1 = '2.,4 ~-1 Q1'- A-== ,,LL,11 ~ - W IE, ""-40 fto -:..; \ '1 ,e, ~<1:,~ ;,-tL /1 .;._ ~ gy I /oJ'Sf, --... -----· --_ --A--. I ,O'b. -:::=:::.. _ '--/~4'1" · ___ --:: · --_use; w 1s~o:~~----_: __ ,---. --~---:---,,·~-=------~-----...,..._-,-, __ ,--_________ --····-----------·-·········-----~------··-··-· -. - c:,lf,,. - -·---__,_ ___ --· . -. ,•-. ~ --------------------------,---.----------------~-. --~ ·-·-,-·~·-"'ft. ---~-_· --· NOWAK-MEULMESTER & ASSOCIATES . . . -· .. ~Y/ J ~-• . • • STRUCTURAL ENGINEERS · · ·· -·· ... --· J., ~ i\---·-5830 Oberlin Drive, Suite 200 · ·-· -· · 0 • -•• ~-. • ... : ~~ ~ -~.: _ San Diego, __ California 92121 . _ .. . · !619) 455-6681 . . . :. :. B'C ---~-:. DATE . . . PROJECT_· _._· ____ · _· ·_· _____ SHE~T-No.Pr-ri-1 .. OF_··_·_ • JOB NO • . -0..,~~-~---. (.:. ,-.1· ,.... -,;.--.. ··/1 ..4. .j .. --· r..,~.•-~, .. ~ . · ~ . ~ ... i.,,1-•. _ ~, T ,-i:,_ .... -----·· r .w -~ ~ r11 J ~o,'>' l _ Wr,+L-_ ~-\~:~~(.~o·+~-•'t:_('5o)J + +s == 1'210 fl/ -rP-Y 11J2.1 "'_44_ .· ~-s~ e L1-~i:r-'2,l, -~ ey 1,J~, . vse wz I\C,~'4 . WDH.,.= . \."Q"a,( ~l#) f \,Z. ( cf) -f-150 = ?ll,, f(f -Perl.=-·\l,l\s)l'iL:iJ +.isl~')+ ,s,~c,l)')C'1~) + 10lVc>') ... = ~"-z.·~o ¼,, R-, ~ zq,c, "" TZ.z. --\ ~. \ °i \l... ~l ti.~ M -= t~-'\-, c; k _.(.. ~~ ~ i~ 'f..lJ, z.. f-~ 'Z-Z.' "\ I<,-,,," ""- tJ "" 1-A ~~) '-='",.-. 1.::,. -= o '11 " x.. '-hsi i,1£.. U SS' W 2.,4 ~ L::,,Z. 'Sp-A-t-.1= 'Z,Ot WD4--L= '5,'5( '1~) ~ \ Z.('1) 4-,ZL,, = \,,IJZ. 'f(t H;··ii,, k.-tt-I~ 'Wl2.',(..\C, ; ~ /f:,,L? ~~ ~ 12.-=-1,. ,_ /&.. fv -:. Ok'.,. /2.f I t,J-;,f' A-::. , v~ ·, ri ~ i../-1;1'1 ~ .. . . _ . .. . -·· .__ · .. . J)S,Z w· It;." l';f . · ·-··---· -· ··-··~~--·--·. ··----·----... -· -----------. -.... ----- -------------·--...;------------------------------i---·---·· ---.---------~- ........ ---· ··-----·---.. ----------... --------....,... ·--···----·· ----····----· -, ----------- • -------~-------_________ ,..__,j. ___ -· • .-_. _______ ••• --•• -----------·. -----·---- • ·-·--··· --·----~ -------'*•--· ::1:r-(---,----_DATE ____ ·...,..··_· __ ·-_--_--_--PROJECT _____________ -_--_-_-_·_ SHEET.NO. Al26 OF __ • --ee.A.f-1..:e·· t.,1,'\Je-F:-s !ZE1"-1rr-Jt!"'o. - -------·--·-••¥ --.• . (!:J:5-s~r e t-~tE F:.4 ·¢ F: ~ . -- --s---~:j~-~~ '-o" r. ----. --.. M~ -2.G:fq·,1 1~-~ f.2-=· e.v.~ le.. .._. ----· . ,._ ----:-. - . ' ' -r~y ~~-+~~~-. t¼i ~ Zo, 4 '?> \~1 t::iv ... ~ V ::: "2. I '!)'; (.,;.."'7i e-J'-;-__ A=-l,~~ri-~ l-/9cil ()~ WM>'-i"' ·•• -------, C -•-••--~-'---------•--,.__---~--• •• ..L -----·-----__ , ___ ..._...:,._ . ...!..-______________ -------·----------·-·-------------·-·-----• - JOB NO. . -·-·-!------.. ·~-. -·---,.-----: --. ------·.' -----1---+----;--,--,--,-r--+' ---,---,---=i==,:;-:-=;;-::c-=--_.;_____ ! l l · L --.....;_ NOWAK-MEULMESTER & ASSOCIATES---1------~-----~ -~--· .... --·· ... --- ----~-. 0 : : '. j 1--~ _ ---~--=:;=_~~---. -~-_ST_Rl!.._9'.l!_~t_AJ'.l!J.,<:I\]_l:_p~~~F5.~~,~-'-;·-~-!-7-·-4--;--,---~1.-::~::-.-·~--:·=-~:.;-=- •---~=-=-----~----.:...= --·-··-·- . u~~~~~:~_\Z-,_ .... _:·· =:_~ ~~o~~:-:.:. _:.=:!C... ... _~r.u~,~:.~~~;_L~e-1""'n:::··.;_· .=:1:r::ZJ._.s~~.=4L~~-~_=· __ =_===::.=:::::.======== __ :t:r=·-_=:-=.=-==·=--:-_=--,.;:::::~~--~~~F-~-:~:~~-:: -r---~ -------.1----------------------------------~ .... ---------------------------------------~----------______ , I ______ 1 •----- ··---~~_:WJ;Cu::~~ e~-S:r»Trz;w~a;s~_:-_:-: -:=-~~-==:·_.::· .:.:: .. __ · . '--~ ·· ====-:~~ ~ ~--. ---~-~-~--~-----~-. ---·--------·---·-,···-----·--. -··-··---·-···.-----------------T·-·-·-··-····--··· "R·--:._ ·-=·· '.-:::,(1·1vv~, s 1->·(0\""·;::;-·1ei10-~!:;------·----. __ :-{: ______ -·-·--· --·-·· ~.St-1-1C.-. ,· -• IX.. r '/ :Z.:) • J . . ___ . •--·--· ..... ~ 1»- ---~:_::::_:··-·· · c~~~~&i:'"iY.!iy~_:-: ... .:..::.-. ... -------· ----, · . -. .. ----------------. --------------~--£ \t:2.\-0I' _____ -··. _____ : ______ -·. -·-.. rl5)G· J.,..J . ""·'··· ·--------·-··· ----· - __ ... _ ,. . ~;· ~}.;,,?;t;l~ .':?.-: I t2JP_({;; ~ ~;: ·==-· f~ Li. I~-.---===-.. -----------------··-- -.. --t;J.1. n~.: ,~.;.-------..... . .... , .... ~ _'-V,..."11 ----· .... -· fonc.G:;;. e __ f~~l~·_r.?e1~-r. I'\ • . Fh~--~ Je10 t!;i . ----,_ --·-· ---r: --'l.A\,,. \l.:.-_r Ay--: ·:-· . 1 "" ~. ~. ' -----·----· ---------- . ' . -------,-f--~ ------ ... . -~ --~ ---- -·-··t,a ·-·-~ --·-- --, -•• (1\ -" ------·- ----·----. A --·--···-· __ :_~:~~~~--~-~=.:: =-~~~-=-~--------···--·-.. -·--c::;,l·· 11-·· ··-·-· · -·--·-· ·-----------··· .. . ----· 1-"'0----·-----·-------------· -·--· ··-··------· .. _ ---\.JtnJ,---·.·-:=-_:=:-:_:.-::_-.=_::-::· ~. t..t,s~ ~ -::t·;·A·<:2.:-··-. -·:---·. ,--~!__~ ...--.:1 . '7 --"'-~----· ----. ----~~--~e/ ~-i-=-·-;11~ _::.-_=, _;;· = ,-i~ ,j :---. . . ..,,,.._ X.. / 1 ~ rt,,. _ . ' ) ------·----------·•• -·---·------·---·--•--·•-n --~ \t, C.v,/r,. u~ . ~ \..o'i. -,... ?:,'~cl .-A ~1 .;,.p~-.. -----.·wz·0-t _1'!:· 5~-e;··i:s; .. (.e, J -- ---------.. ---..... -------·-----------;-·-··------_. ____ I ___ _ . ,_ ------------,7"·--:-·-----~·------------------·-·-... ----1-------,------,------'----------,.-------------------,.---------~,--------------· -----------. : •--• ~-··-·•-•·•-·-· .l...~-------~ I l' . -·, '-r--· ..2._ 1 1i • • II_' ·-;- -.~;~~~mtT~=s:;~~~;:1~1~~~~~=_:·.: ,,··11 1 11~,,,. I ··· 1 1,, • j, ·11,1;t=· ,,., • •.1 ,., ~-f :f(~J~Ji ::>_ --:i--T-ryfT°~l~Ift ~~7 =1~-:--·; -r,_! - ' . -. : .: r1-·· --i ----_., L i --. -~ i ------------------------···-·· ----·---- , FILE No. 640 12/18 '97 10:07 ID·:CTE ESCONDIDO "' j. ';~ . 760 746 9495 PAGE 2 CoNsTRucnoN ]"EsTING & ENGINEERING, INC.· SANDIIGO,CA 2tHVIMfv4Awt. SUlteG P.lmndlclo, CA 91019 ENGINEERlN<1, INC. (76o) 74'-fflS (760) 746-9806 PAX December 17, l997 Turpit and Partners Architects 6305 Lusk Boulevard, Suite 200 San Diego, California 92 t 21 (619) 535~0606 Fax: (619) 535-9455 . IU\'IUm1, rA VIN'nJllA. CA 4,0 B. l'rinwlalld Ct. l6'i5PlldlltAwt. SU!le 7 Sulle 10~ Corona, CA 91719 OXilud, CA 93033 ('}09) 371-1890 <sos) ~,s (!169) 371-2168 PAX (BOS) 486-90161.u Subject: Review of Grading and Foundation Plans Proposed Concrete Tilt-up Structures Lots 47 and 48, Carlsbad Research Center Carlsbad, California. TitACY, fA WCA8111, C'A 39J1F,'Lvdl"Rd. •UIS6 10th 5'" Y. SUlte 19 UnltlC Tr1L1, CA 95376 Lancuttt;CA 93534 (209) 839-2890 (BOS) 7l6-9676 (209) 839-2895 FAX (SOS) 726-9676 fAX CTE Job No. 10-I 874 Referenced Plans: "Grading Plans for Lots 47 and 48, Carlsbad Tract No. 85-24, Unit No. 4, Map No. 1 t 810. '\ Prep~ed by JP Engineering, Inc., Dated October 10, 1997 "Foundation Plan-· Bldg. A and B, Carlsbad Research Center, Lot 47 and 48." Prepared by Nowak -Meulmester & Associates, Dated November I 0, 1997. Dear Sirs: 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 confonnance with recommendations presented in our Update Geotechnical Report, dated September 26, t 996. Based on our review of the referenced plans, all footings will be founded entirely on compacted fill. Additionally, we recommend that aJl footings_be underlain by a minimum of 18 inches of compacted fill, including deepened loading dock footings. Should you have any questions or need further information please do not hesitate to contact this office. · Respectfully submitted, CONSTRUCTION TESTING & ENGINEERIN9i .. Ui(2, c,_ \ (;;(p. (t/30/00 .ti Geotechnical Engineering Manager ·f.·· <P. . , ~. '-'~~ ,. ~-, '* ··~;,}~E CHt\\~/~.~r-', .·~ .,__,..,,...,-\\'~ <-· ~F CAl..\f:0.,.:,/ ' ·.-:--..... ~ GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION \ \ . (?'[£ -4110 ,t/(, r, CoNs· .. .RUCTION TESTING & ENGINEERING, f:k. SAN DIEGO, CA • RIVERSIDE, CA • VENl'URA, CA • 1645 Paclllc Ave Suite 105 MODESTO, CA • LANCASTER, CA• LAS VEGAS, NV• SEATTLE, WA 2414 Vineyard Ave. 490 E. Prirtceland ct: 3540 Oakdale Rd. 42156 10th SL W. 4560 S. Valley View 235 S.W. 41st SL Suite G Suite 7 Suite AZ Unit K Suite A-3 Renton, WA 98055 Escondido, CA 92029 Corona, CA 91719 Oxnard, CA 93033 (805) 486-6475 (805) 486-9016 FAX Modesto, CA 95357 Lancaster, CA 93534 Las Vegas, NV 89I03 (206) 656-1266 (619) 746-4955 (909) 371-1890 (209) 551-2271 (805) 726-9676 (702) 795-2278 (206) 656-1265 FAX (619) 746-9806 FAX (909) 371-2168 FAX (209) 551-3593 FAX (805) 726-9676 FAX (702) 726-4485 FAX !t~{tf-f17 i . i ' · : '\::\,{ .. : .-f .·· · ·:;;-F. 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 GILLESPIEWAY, SUITE 101 EL CAJON, CA 92020 Prepared by: CONSTRUCTION TESTlNG & ENGINEERING, INC. 2414 VINEY ARD A VENUE, SUITE G ESCONDIDO, CA 92029 •'• •~ • • 0• • ·--~ .. -, • •• ~---••M .............. • CTE Project No; ~10-1874 September 26t 1996 l"'1~,, \ ______________ _ \ GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION . (y\p,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 SITE DESCRIPTION ........................................... 3 3.0 FIELD AND LABORATORY INVESTIGATIONS ....................... 3 3 .1 Field Investigation . . . . . . . . . . . . . . .-. . . . . . . . . . . . . . . . . . . . . . . . . 3 3 .1.1 "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. l Engineered Fill Materials .............................. 6 4.2.2 Cretaceous Point Loma Formation . . . . . . . . . . . . . . . . . . . . . . . 6 4.3 Groundwater·Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 4.4 Geologic Hazards ......................................... 7 4.4. l 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 anci 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 1; ..,, i. 'I- r , ..... 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 Loc~tion Map Retaining Wall Drainage Detail Appendix A References Cited Appendix B Exploratiqn Logs Appendix C Laboratory Methods and Results ii 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 performed to provide site-specific geotechnical information for the concrete tilt-up structure 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. Although 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 report 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. ..,. .;., Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Page2 Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 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. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 2.0 SITE DESCRIPTION Page 3 CTE Project No. 10-1874 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 FIELD AND LABORATORY INVESTIGATIONS 3 .1 Field Investiiation 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 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 "Undisturbed" 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. Samples 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 Sampling 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 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 samples 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 Investi2ation Laboratory tests were conducted on 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 SettiOK 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. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California Sep_tember 26, 1996 4.2. Geoloiiic 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. 4.2.1 En,:ineered 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. Updated Geotecbnical 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 tbg. Groundwater is not expected to affect the proposed improvements if proper site drainage is maintained. 4.4 Geolo&ic Hazards 4.4.1 General Geolo2ic 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 4 7 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 magnitudes are dedved from Greensfelder (1974) except where indicated. ·.:·::-. .. :-· TABLE 1 · · SEISMICITY FOR MAJOR FAULTS FAULT or FAULT ZONE Rose Canyon Coronado BanJcs San Clemente Elsinore San Jacinto San Andreas ESTIMATED DISTANCE (miles) AND DIRECTION FROM SITE 7.5 SW 22SW 59SW 22 NE 45 NE 65 NE ESTIMATED PEAK BEDROCK PROBABLE ACCELERATION EARTHQUAKE (in G-forces) MAGNITUDE 7.0 0.43g 6.7* 0.23g 7.5 0.09g 7.5 0.27g 7.5 I 0.13g 8.3 0.10g * Estimated Probable Earthqua)ce Magnitude from Artim et al, 1989 4.4.3 Earthquake Accelerations REPEATABLE HIGH GROUND ACCELERATION (in G-forces) 0.28g 0.23g 0.09g 0.27g 0.13g 0.10g 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 .,, 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. 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-I-B). ,, Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page 11 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 Gradit12 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 Constlltant's professional opinion regarding compliance with the noted compaction requirements and specifications. 5.3 Site Preparation Before grading, the sjte 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 Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page 12 CTE Project No. 10-1874 materials not suitable for structural backfill should be 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 overexcavated 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. 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 maximwn density percen:t as evaluated by ASTM D 1557 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 u~e in structural or slope areas should be evaluated by the soils engineer. to determine strength characteristics before placement on the site. .. 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 ' RECOMMENDED 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 ! materials. Appropriate s1;1rcharge 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. 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 short 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 em;:h of the two grading options presented: Updated Geotechnical Investigation Proposed 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 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. lletaining 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. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 TABLE3 Page 18 CTE Project No. 10-1874 EQUIVALENT FLUID UNIT WEIGHTS ... (pounds per cubic foot) .. WALL TYPE LEVEL BACKFILL SLOPED BACKFILL 2:1 (HORIZONTAL: VERTICAL) CANTILEVER WALL 38 60 (YIELDING) RESTRAINED WALL 58 90 The above values assum~ 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. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 1 5 .10 Exterior Flatwork Page 19 CTE Project No. 10-1874 To reduce the potential fot 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~e 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. 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 drainage and make provisions as necessary fo keep surface water from affecting the site. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Page 20 Lots 47 and 48, Carlsbad Research Center, Carlsbad, CaJifornia September 26, 1996 · CTE Project No .. 10-1874 5.12 Vehicular Pavements 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 . ASP~T PAVEMEN,r,:_--- Assumed Traffic Index 6.0 4.5 Subgrade "R" Value 5 5 AC Class II Thickness Aggregate Base (inche~) Thickness (inches) 3.5 14 2.5 10 Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California I September 26, 1996 . . 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 designs presented in Table 5 below may not be adequate for larger axle loads and traffic volume. Concrete used for pavement areas should possess -a minimum 600 psi modulus of rupture. Pavements should be constructed according to industry standards. Traffic Area Truck Drive/ Loading Areas Auto Parking Areas ' ._, . .: .. ::_ .. : . '•,·.• . TABLES- CONCRETE PA VEMEN.f Qij~IGN . Subgrade R-Value 5 5 PCC Thickness (inches) 7.0 6.0 Concrete pavements placed directly on the expansive on-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. -, Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 5.13 Slopes Page 22 CTE Project No. 10-1874 E~isting 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 stre~gth 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. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California 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 ate 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 hi!$ been performed according to the recornmendations 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 geotethnical 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. 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 concltisiorts 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 recommendations, 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. 4J6x,1/ )l~dney D. Ballard, GE #2173 Geotechnical Engineering Mana (JJ*-~ 1/./Lynch, CEG #1890 Senior Engineering Geologist RDB:JG:d file: 101874/gtrpOl.wpd ( 0 0 ,,----, / ,---------_.,,, \ I I I I: 'I , .. I .,_ __ __ I ,_ I ,_ -----... _ --------- 1/4 112 . 1320 2640 -- I I I ( I ; / \ \-l_, ____ 1 ,,-/ )__y -J / CAJL,s·,,, AD 1 'l" I I ) I I / f-\ I \. \ \ \ \ \ ,/ } / I ,, I, / ,,,,,,,-f-·-' ,,,---' I ,,..-/ _/ \ / ' I I / ,," --< '. I \Ill.ES 5 2 I! t~EEJ' . A-/ .. · ~/ qi,, . . / ·/ /· 'l;, s.J.111c.; ... I '"" J '<¾--' CONSTRUCTION TESTING & ENGINEERING, INC. GEOTl!CIINIC,\I •. AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 2414 VINEYARD ,\\'E:-;L"E. STE G ESCONDIDO CA. 92029 (619)746-4955 .--------------------------..,,.,..,,.,..,..,.,.----1 INDEX MAP 10-1874 SOURCE; THOMAS BROTHERS MAI'S 1996 SAN DIEGO EDITION COMMERCIAL BUILDINGS LOTS 47 & 48, CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA C:IPROJECTS\10-1874\INDEXMAP CVS LOT48 LEGEND B-1. APPROXIMATE BORING LOCATIONS -< EXISTING SLOPE COURT \ B-fr \ "-LOT47' "' ti \ _./ B-7 -· -CUT/FILL TRANSITION ~~,. CONSTRUCTION TESTING & ENGINEERING, INC. '1 __,,--,..·.,,,o.,. GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION C:\P~OJECTS\10-1874\BORLOC.CVS 2414 VINEYARD AVENUE. STE G ESCONDIDO CA. 92029 (619) 746-4955 BORING LOCATION MAP COMMERCIAL BUILDINGS LOTS 47 AND 48, CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA RETAINING WALL FINISH GRADE WALL FOOTING C:\PROJECTSli0-1174\RETW ALL.CVS > • 'v . < . ,.. 0 • • ,.o 0 c:> c::, • 0 17 0 0 () 3/4" ORA VEL SURROUNDED BY FILTER FABRIC (MIRAFI 140 N, OR EQUIVALENT) '• "14---l'MIN >• ~.,, • l7 ,,_ A • • o .., . ~., , l7 0 . . .. .., ,.. 0 • .oo • , c:> ~ 4" DIA. PERFORATED PVC PIPE (SCHEDULE 40 OR MINIMUM 6" LA YER OF FILTER ROCK UNDERLYING PIPE ~1-:c" CONSTRUCTION TESTING & ENGINEERING, INC. ·r _..-..,~,,r.;, GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 2414 VINEYARD AVENUE. STEG ESCONDIDO CA. 92029 (619) 146-4955 RETAINING WALL DRAINAGE DETAIL COMMERCIAL BUILDINGS LOTS 47 & 48, CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA CTEJOBNO: 10-1874 NO SCALE DATE: : 9/96 3 ' ., APPENDIX A REFERENCES CITED REFERENCES CITED 1. Artim, E.R, Estrella, H., Koehmstedt, 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 Geotechnical -Consultants, Inc., April 1, 1988, "As-Graded Geotechnical Report, Carlsbad Research Center, Phase III, IV and V, (Lots 76 through 91, 108 and 109}", Carlsbad, California [consultant report]. APPENDIX B EXPLORATION LOGS -,------------------------~---------------------;f ~% CO? ·rRUCTION TESTING & ENGH .ERING, INC PROJECT: CTEJOB NO: LOGGED BY: u -·~ 1 ... o -- .... - I-- -- i-5- -- I-- -.. -- -10- f-- -- -- f-- ~5- ,.. - f-- -- -- ~0- .... - -- .... - -- -25- ... - u Ja ~ C: -"! ~-~8 , ... ~ la. /_ [ .2 l "' :it ..9 a:i 17 19 23 17 28 10 28 38 50/4" 19 40 50/4" j;"'{, ~,. u-JTECIINICAL AND CONSTRUCTION ENGINEERING TESTINU AND INSPECTION O'f • S1. '-2411 VINEYARD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746-4955 EMlllo~JIIC LOTS 47 & 48, C. R. CENTER DRILLER: BARGE'S DRILLING SHEET: 1 of 1 DRILL METHOD: 8-INCH HSA DRILLING DATE: 8/28/96 10-1874 J. DEWHURST C ] a ~ E l ~ -u e r,j 0 E! c,j .I!! r,j ~ 0 0 ::; :j SM 97.7 20.9 MH SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 "° 0 ...:, i r! c., BORING: B-1 DESCRIPTION DISTURBED/FILL Dry, ltght brown, silty, fine SAND, with rock fragments. Moist, dense, light brown, silty SAND and gray, silty fine SAND, with clay. As above, with light tan, silty SAND As above --i'.-c--? --? --? ---? -··--? --? --?- POINT LOMA FORMATION Moist, very dense, gray SILTSTONE with orange oxidized fractures, visible fossils artd fissile bedding As above As above Refusal to continued drillmg Total depth 19' Boring backfilled with soil cuttings and tamped down Laboratory Tests MAX MD FIGURE:I B-1 ,, ______________________________________________ _ _i'l\1-,,~ C01' ~UCTION TESTING & ENGI1'. iRING, INC $:~~,. GEUTECIINICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION <ff ( a,. '\. 2414 VINEYARD AVENUE. SUITE G ESCONDIDO CA. 92029 (619) 746-4955 EN<Jl!,'El!RIIIO,INC PROJECT: LOTS 47 & 48, C. R. CENTER CTEJOBNO: 10-1874 LOGGED BY: J. DEWHURST DRILLER: DRILL METHOD: SAMPLE METHOD: BARGE'S DRILLING SHEET: 1 of 2 8-INCH HSA DRILLING DATE: 8/28/96 DRIVE SAMPLING ELEVATION: -265 I.I C ] 1~ !-~ = I -~ >, "° J Cl) 0 ~ 19 -...I e Cl1 .5,! C: 'vi " a u i " Cl .c ~ :!: :I! "' Cl1 Cl. .=! ~ ·s I? Cl c5 0 C0 Cl ~ ::i C, BORING: B-2 DESCRIPTION Laboratory Tests -0~-J--J--~---J--4----J---1--,,,..,,.,=~--=-<=----='--,-,-..-,----~-=-=--.-~.--.-.--+--------1 SM DISTURBED/FILL Dry, light brown, silty fine SAND, with ... - '-- -- I-- i-5-4 7 L.. -9 ... I-- ... - -- -10--·13 ~ 27 ... - -- ~ NR --NR ... - ~5- -- ... - ~ ~ 10 ... -15 15 ... -..... I-lo--13 L 17 .._ - ... - ... - I-- l-25-.. 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 'l ~~ ,,, PROJECT: CTEJOB NO: LOGGED BY: .!! C. 8. I !~ 0 & ,s C: "'5 ~ ~ :': g ~~ 0 :S ~7 -- I-- ~0-~ 40 I-.,;. 50/S" NR ... - 7 27 ,--43 ,-... ~5- -- -- ,_ - ,-- -40- I-- -- -- I-- -45-. -- I-- ,-- -- 50- '-- -... '-- ~ COl TRUCTION TESTING & ENGH . _,£RING, INC .,/j, 1 ••' t.,. GEOTECHNICA_l AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 81"' "'• '\. 2414 VINEYARD AVENUE, SUITE G ESCONDIDO CA 92029 (619) 746-4955 LOTS 47 & 48, C.R. CENTER I0-1874 DRILI,.ER: BARGE'S DRILLING SHEET: 2 of 2 J. DEWHURST c-0 u a .c ~ l e >, ·.; rn C: I:! ::,i ~ a r_j "' i::' ·o ~ Cl ~ tll) 0 ..J .!a .c C. e c:, DRILL METHOD: 8~1NCH HSA DRILLING DATE: 8/28/96 SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 BORING: B-2( cont) DESCRIPTION No sample, discount blows, bouncing on rock No sample, bouncing on rock Laboratory Tests ----? --? ---? --? ----? ·--? --?- MH POINT LOMA FORMATION Moist, very dense, medium to _ dark gray, SILTSTONE with oxidized fractures and fossils Total deptn.33.5' Boring backfilled with soil cuttings and tamped down FIGURE:l B-2b ., PROJECT: CTEJOB NO: LOGGED BY: u C. ~ 8. I ~ ~ C: 'iii ! u ~ ~ 3 ~ ~ 0 0 aS ~ C01 TRUCTION TESTING & ENGH ~RING, INC f',o/ If~" OcuTECHNICAL AND CONSTRUCTION ENGINEER.ING TESTING AND INSPECTION ao/( , " 241.4 VINEYARD AVENUE, SUITE O ESCONDIDO CA. 92029 (619) 746-HSS E!IOl),-m.DIO,IIIC LOTS 47 & 48, C. R. CENTER 10-1874 J. DEWHURST C' ] ! -E ~ ~ >, t>O -~ -Cl] j e <ti .l:! u a cJ 0 .c: -~ <ti C. ~ 0 ::i I! 0 ::E 0 DRILLER: BARGE' s· DRILLING SHEET: 1 of 1 DRILL METIIOD: 8-INCH HSA DRILLING DATE: 8/28/96 SAMPL!:i METIIOD: DRIVE SAMPLING ELEVATION: -265 BORING: B-3 . Laboratory Tests DESCRIPTION '-Q+-J.--J.------t---J---+-=-e:-+--l---,:,:-:-:=~==-c=~-=---.-:-...-,-,;----r,-,--:,:---:,;.-TTT,::O--:-;;---f-------; SM Ul~TI IIH:\Fll/FIT .I Dry, light brown, silty fine SAND with '-- '-- I-~ '-- ._5_ ~-.. 7 9 '-- " 13 I-- I-- -- I-lo-2 32 50/4" ~ - '-- ... - ~5- '-- -- ~ - ,_ - ~0- -- I-- ,_ - ... - I-- MH 105.1 20.5 small ( < 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 CaCO3'CaSO4 fracture fills, some fossils Refusal to continued drilling Total depth 18' , Boring backfilled with soil cuttings and tamped down FIGURE:I B-3 "----------------------------------------------1f"~ co~ '-!RUCTION TESTING & ENGI:_ ",ERING, INC PROJECT: CTEJOB NO: LOGGED BY: -! ~ 8. l t: ~ = -;;, -5 C. ~ ~ ~ ~ Jl C -= 0 i::rl .... o -- ~-- 2 5016" .... - -- ,_5_ [ 50/2" -- ~(I:,Yt.. UeOTECHNICAL AND CONSTRUCTION ENGINEERING TEST.ING AND INSPECTION o', -... .,, "\. 24 I~ VINE.YARD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746-4955 n«Jl!,cEtlNO.JI/C LOTS47 & 48, C. R. CENTER DRILLER: BARGE'S.DRILLING SHEET: 1 of 1 10-1874 DRILL METHOD: 8-INCH HSA DRILLING DATE: 8/28/96 J. DEWHURST SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 C ! ,.... -~ ~ -~ e .. a 0 i:' ·8 0 ::; ] E ~ c,; u c,; :; SM bl) j ~ ~ c., BORING: B-4 DESCRIPTION DISTURBED/ FILL -Dry, hght brown siJty fme SAND with ro % 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 --··--···· . ··--. --· ---1~-•---Refusal to boring --Total depth 7 .O' Boring backfilled with soil cuttings and tamped down -- -to- ... - --- -- ,_ - ~5- -- I-- --- -- l-20- -- -- f-- -- '-- FIGURE:I B-4 .,, _____________________________________________ _ ~ C01 1RUCTION IBSTING & ENGH . 3RING, INC PROJECT: CTEiOB NO: LOGGED BY: :g If 8. l ~~-! i ii "ill ~ ~ -~ ~ co ii5 ... o ... - ... -- C. -L i-- -5 rr ... - I-- ... - ... - 40- i-- ... - ... - i-- ~S- i-- '-- ... - i-- ~0- '-- ia-- '-- ... - l-25- i-- .r..t;,'/~( T.'~'I" GtOTECHNICAL AND CONSTRUCTIO_N ENGiNEERING TESTING AND INSPECTION <'l'J 11, X 241.4 VINEY.-\RD AVENUE. SUITE G ESCONDIDO CA. 92029 (619) 746-4955 El«Jll;EEJUNOJNC LOTS 47 & 48, C.R. CENTER DRILLER: BARGE'S. DRILLING SHEET: 1 of 1 DRILL METHOD: 8-INCH HSA DRILLING DATE: 8/28/96 10-1874 J. DEWHURST SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 C & --~ ~ ~ ~ ., u .. 0 a .la ~ 0 0 ~ ] E >, Cll vi cJ ::,i ::i SM 1:11) j 0 :a C. e 0 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 with soil cuttings and tamped down Laboratory Tests AL FIGURE:I B-5 ... --------------------------------·-----------------. CO. .1RUCTION TESTING & ENGi~ JERING, INC PROJECT: CTEJOB NO: LOGGED BY: .!! I:>, ~ 8. I ~ I i = "' ~ ~ ~ ~ ~ C -= Cl Cil '-0 '-- '--... I 9/6" --14/6" -'-- -5-2 8/6" --I0/6" I-- -- '-- -W-... i 1616" ·'--32/6" --- -- '--:j 14/6" ~5 30/6" .50/4" -- '-- --- -- -20- '-- i-- -- I-- ~5- '-- "' " GEOTECliNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION c?. 2414 VINEYARD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746-4955 EIIGl!,'EERINO,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 ] ~ ..... E ~ ~ >, Cl) "iii e c,; ~ a c_j i:' .!!) c,; 0 ::i Cl ~ SM 98.1 21.3 97.3 24.3 99.8 20.8 MH ' DRILL METHOD: SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 Ill) .3 u :E I:>, I'! c:, BORING: B-6 DESCRIPTION DISTURBED/FILL -Dry, light brown silty fine SAND with -10 % 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 throue:hout Total depth 15' Boring backfilled and tamped down Laboratory Tests RV, EI MD MD MD FIGURE:I B-6 ...,-----/J-~--C0_1_TR_U_C_TI_O_iN_T_E_S_TIN_G_&_EN __ GI_l_,_E_RI_N_G_, -IN_C _____ __, ,, -X~. GEOTECHNICAL ANO CONSTRUCTION ENGINEERING TESr'ING ANO INSPECTION til I('{ H 14 VINEYARD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746-4955 PROJECT: CTEJOB NO: LOGGED BY: .!! C. 8. l J~ l -5 c:: "u; ~ ~ ~ g 0 Ji c5 a5 ,-Q '-·- -- l/ 5016" - I-- e-5- I-- ... - ... .;,. I-- JO- I-.,;, ... - ... - i-- 45- -- I-- I-- ... - ~0- I-- -- -- ._ - l-25- ... - El!Oli.'EEt!IIO.DIC LOTS 47 & 48, C. R. CENTER DRILLER: BARGE'S DRILLING SHEET: 1 of 1 DRILL METHOD: 8-INCH HSA DRU.LING DATE: 8/28/96 10-1874 J. DEWHURST SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 ,c ~ ,..._ -~ ~--~ e u Cl a "' ~ ·o Cl ~ ] E >, IOI) en .3 Cl] .!:! c_j .i::: Cl] C. e ::i c:, SM BORING: B-7 DESCRIPTION DISTURBED/FILL -Dry, light brown silty fine SAND with -10 % rock fraiments · 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 OS FIGURE:I B-7 APPENDIX C LABORATORY METHODS AND RESULTS APPENDIX C LABORATORY METHODS AND RESULTS Laborator_y Testin~ Pro~ram Laboratory tests were perfonned on representative soil samples to detect their relative engineering properties. Tests were performed following test methods of the American Society for Testing Materials or other accepted standards. The following presents a brief description of the various test rilethods 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 D2487. 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 perfonned according to ASTM D1557, 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 shear 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 reprrsentative samples from the boreholes were subject to consolidation tests (ASTM D2435). The results of this analysis are presented graphically in Appendix C. " z i ~ ~ ~ ~ . • "1 N - . . ~ -M . . ~ ~ -M ~ 00 tr. S. SfANDARD SIEVE SIZE :2 0 M ~ ':~~e~~~~~~~-~t--~·rr1H111 r=li 1111---1,~I '' I i I ! I ! I I I I I ! § ~ i ! ! I : i I I 11111 I I I I 11111 I I i I rn-~, I 1 · i I i 1 ! 1 : 1 1 1 r--T--- 70 ~1~, I I I I 11111 1 1 1 1 ---mi 1 1 1 1 1 1111 1 1 1 1 1 111, ,-, , , , , 60 + l i ! ! : I ~· ... I . -1--~ I. I 1--I I. . I I I I I I. I I I I --. I ---1-l-J--L-H,-.+--1-l l I l i 80 I l .. ,.,-.. --1--1--1-.-1--+--+-----1-++ I I I I !--- so t I I I I I I I I I I I I I I I I I I I++ I I I I I I I I I I I I I ~-----11 11 11 I I I I 40 +·l·H--1----l----1--I I I I I +-f--'-+---1---·-···-·· H-+ I I I I I I 11 I I I I I I I -++--i-1 -t-1 --i-l -tl---r-1 ---r-1 ·--i-----i 30 20 111 I I I I I I 1111 I I I I I 111 I I I I I I 111 I I I I I I l I I I I I I I I I rn+-1+11 i I I I 1111111 I I 111 I I I I I I 111 1 I I I I 1----H-+++--t--i--+--+----~ 01111 11 1 I I 1111111 I I 1111111 I 11111111 I 11.11111 I I 100 10 0.1 0.01 0.001 PARTICLE SIZE (mm) PARTICLE SIZE ANALYSIS ~ * BORING NO. SAMPLE DEPTH (FJ1 SYMBOL LIQUID LIMIT(~) PLASTICITY INDEX CLASSIFICATION Jf ~~ CONSTRUCTION TESTING & ENGINEERING, INC. B-4 2.5 e ---MH , ff. ~.. GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION B-5 2 5 • 67 34 MH 1 ~ 2414 VINEYARD AVENUE. SUITE G ESCONDIDO CA. 92029 (619) 746-4955 • ENGll<El!IUNO,INC CTE JOB NUMBER: 10-1874 FIGURE: C-1 r r-.. "t' 6000 5000 4000 ... 1/ G;' ~ I 3000 / t, V i / rn I 2000 V IO00 / V 0 0 IO00 2000 3000 4000 5000 6000 NORMAL STRESS (PSF) I ' SHEAR STRENGTH TEST Boring Depth (ft) Cohesion Angle of Friction Sample Description B-2 20 800 psf 39° Olive sandy silty CLAY ~ CONSTRUCTION TESTING & ENGINEERING, INC. CTEJOBNO: 10-1874 <ff( F,~ GEOTECHNICAL AND CONSTRUCTION ENGIN_EERING TESTING AND INSPECTION 2414 VINEYARD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746-49SS FIGURE: C-2 ENQ[l;EEJUllG.INC •\ !I 6000 5000 0 4000 / V G;' ,,/ ~ • 13000 t, V ! rn / 2000 V 1000 0- 0 IOOO 2000 3000 4000 5000 6000 NORMAL STRESS (PSF) I I : SHEAR STllENGTH TEST B9ring _ Depth (ft) Cohesion Angle of Fricti9n Sample Description .. B-7 2.5 1600 psf 34° Olive sandy SILTSTONE ~ CONSTRUCTION JESTING & ENGINEERING, INC. CTEJOBNO: l0-1874 ;,,t;-"' ti~~ GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTiNG AND INSPECTION 6'1( 2414 VINEYARD AVENUE. SUITE G ESCONDIDO CA. 92029 (619) 146-4955 FIGURE: C-3 E)l(l!l,"EERIIIQ.lllC . ' . ,. ., ~ ' -\ - I 4 S .. " . ' \ \ \ I 4 0 \ \ \ \ I\ ,, \ I 3 S· \ \ \ \ .. \ \ I\ I\ I 3 0 \ \ \ . I\ .\ \ I 2 5 1, \ \ I\ \ I\ I\ \ 120 \ I\ \ 1, \ ,-.. ~ I\ u \ ' !:!, I 15 \ f-" 1, I\ 1, :.t: ,, \ g I\ \ I\ w 110 ~ I.JI I\ f' I\. I\. I.,' ,., ' C: I\ \ I\ ;z: ' \ ;;) i'o s ·' ., \ ;;,... I\ 1, ex:. I\ I'\ I\ 0 \ I\ \ ,, 100 I\ I'\ ' I'\ . " \ ' I\ ' ' 1, ' 9 5 I'\ I' I'\ " . I' I' I\ I\ I' . 9 () I'\ ' ' I\ \. ., I\ r. !'\ ' "'' 8 5 I\ '\I 1' '" 0 5 10 I 5 2 0 2 5 3 0 3 5 PERCENT MOISTURE(%) ' ASTM D1557 METHOD 00 A D B D C I MODIFIED PROCTOR RESULTS LAD SAMPLE DEPTH MAXIMUM SOIL DESCRIPTION DRY DENSITY NUI\IBER NUMBER (FEET) (PCF\ 6252 B-1 0-2 OLIVE SANDY SILTY CLAY 111.0 CTEJOB NO: -~ ~. ,i\ CONSTRUCTION TESTING & ENGINEERJNG, INC. ~~ ·<:'.,. GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 10-1874 c 2414 VINEY ARD A VENUE, STE O ESCONDIDO CA. 92029 (619)746-4955 ENOINEEIU~O INC C:\PROJECTS\I0-117i\PROCTOR CVS , OPTIMUM MOISTURE .~.-.... 1 k -T (0.1.. \ 16.0 DATE:· 9/96 FIGURE: C-4 _4 . CONS'IRUCTION TESTING & ENGINEERING, INC if. OEOTECHNICAL AND CONSTRUCTION ENGINEElllNO TESTING.AND INSPECTION 8°/ 2414 VINEYAllD AVENUE, SUITE O ESCONDIDO CA 92029 (619) 746-4955 ~JNEERIOO= . LOCATION B-1 B-2 B-3 B-4 B-6 B-6 B-6 B-7 LOCATION B-6 LOCATION B-6 CTE JOB NO: 10-1874 MOISTURE A.ND DENSITY TEST ASTMD-1557 DEPTH MOISTURE CONTENT (feet) (%) 5 20.9 20 24.1 10 20.5 2.5 19.0 2.5 21.3 5 24.3 IO 20.8 2.5 17.5 EXP ANSI ON INDEX TEST UBC 29-2 DEPTH (feet) 0-2l EXPANSION INDEX 86 RESISTANCE "R"-VALUE CALTRANS 301 DEPTH (feet) o-i DR,Y DENSITY (pct) 97.7 92.4 105.1 105.7 98.1 97.3 99.8 EXPANSION POTENTIAL MEDIUM R-VALUE 11 FIGURE: C-5 . ·, ., .. .. . POOR . . . ·. · .QUALITY • f-~· ~ . \ ;-: , r, ~ I • . ·.· · O<RIGINAL S . . . ,:'.... . " 03/03/98 13:12 MAR-03-98 TUE l 1 : 45 TURPIT ARCHITECTS INC. , DIVERSIFIED PRP CITY OF CARLSBAD COMM DE FAX NO. 4380894 NO.794 [il05 P.05 NON-RESIDENTIAL CERTIFI.CATE: Non--R 'dential Land owner. plea$e read lttls oplicn caref'IJly aod be~ ygu 1hroughly understilnd the options bet e signing. The cption you choose wm dft.aygur-~dh developed SpedaJ Taxassessed en your p p~rty. 'rhiso~onis available onJyat ,lhe trne ot'·tle ffrst buldf'9 permitillSUanl.e. ·Property owner Signature required before a bullding permit Will be issued. Your Signab.n ;s confirming the accuracy of all p.u-cel a · ownership imormaiion $1\0wn. DlvFR:!]:&!:IEL'.)';_~ 1[1.'&,T,43j'~.-<:7 1'c Name.of Owner 1770 Gillespie Way, Ste. 101 Address _ ~l_ Caj5?11, _ CA ________ _ 92020 Zlp Code (619) Telephone Caiisbad City Assessors Parcel Number, or-APN and Lot Number if not yet subdivi ed.i '17~ l C-f'1 Building Permrt Number CA. Z1pCode As dll!d by Ordinanee No. NS.156 and adopted by 1he City Counoif at v, c&, of Carlsbad, carifomia, the City -is~fDJevyaspecialTax·in·eommurvty ~ciJities~No-1, All hgn-re$idenlial property, upon the ~ f'At,e firattulding permit, shall have U,e·.oplon to (1) pay'fle PE¢1A.L DEVELO'PMENTTAX ON!- TJME or:(2)assume the ANNUAL SPECIAL TAX-·Of!VELOPeD·PRQPI: /for a pefiocf not 10 exceed tweniy- five (25) yeanl. Please indicate your choice by inilaling 1h~ apprvpria line below: < OPTION (1 ): I efect to pay the SPECIAL DEVELOPMENT TAX ON •TIME now. as a one-time payment Amount of One,.Time Spedel Tar. $ e, Owner's Initials ___ _ OPTION (2); I efGt 1IO PIJY 1he SPECIAL ·oeveLOPMENT TM NUALLY for a period net to e~eed twenty .. ~~-Maximum~ Special T : $. l '-< . ea.('9 . Owner ,lnilials_J)-t~~~-~-·· • I 00 HEr.5BY CERTIFY UNDER PENAL TY·OF PERJURY THAT 'THI:.'· NliERSIGNED IS THE PROPERTY OWNER ·0fl' THI! SU8Jf0T PROPERTY AND THAT I UNOERSTA 0 ·~0 WILL COMPLY WITH THE PROVISIONS AS STATED ABOVE. ~y: Diversified Carlsbad ~7 & 48, LLC, t~~ability co~~P.?~n~y~b.::4:~C::----------J-4~'. . 8!. "Ill~ ,, william P. Tschantz 3-18 98 Date The City of carlsbad has notindependently\lerifiad th.e'information sh above. 'Therefore, we aceept no rel.iPOnsiDfity. as-to the ~ or comptoteness.ofthis information. NON-RESIDENTIAL CERTIFI A:TE "111 t'i JZ' ~ 'Z..· "L$S1c>-: lo 1, 78,;J TURP IT ARCHITECTS I NC. ""' DIVERS ff I ED PRP C!TY Of CARLSBAD COMM DE "FAX NO, 4380894 NO.794 ~04 P.04 CERTlflCATE OF COMPLJ NCf .CtTY OF CARLSBAD. : Plan Check No. r,7_ 1-'-{" -COMMUN11Y DEVELO~ ENT 2075 LAS PALM.A.S OR.J CARLSBA • CA 92009 ' . (6:t 9J ·438-11·61 , ihis form shall be used to determine the amount of 'School ·fees· or~ projec:t and to verify that tl'\e projecr applicant has complied with the sc:hool fee requirements. No u;tding permits for the .projecu shaft be issued until -the -certification :is signed 'by ·tne appropr,ate Kh I'. district and returned to the City -qf_ Carlsbad Building Department. i · -SCHOOL DISTRICT; -~ Carlsbad· Unified 801 ·Pine Avenue ---4,,-·-' San Marcos Unified · 215 M.Jta way . Carf.sbad CA 92008 (434-066 n i San .Marcos CA 92069 i 736-2236 Encinitas Union -10, South Rancho Santa Fe Rd. --+---.; San Oieguiro Union High School : 710 Enciniras Boulevard Encinitas CA 92024 (944-4300) : Eodni~ CA 92024 {753-6491) Project Applicant: ---------------+-------APN: ?tt. -\ 'i'Q--z.r-oo -- ProjP.et Address: ltESIDENTIAL: SQ. FT. of living area _______ num. r of dw@Uing units _____ _ SQ. FT. of covered area SQ. • .of garage area ______ _ COMMERCIAL/INOUSTRl~~_FT· AREA Prepared by 1':\,_...JJ.. -~. _ ·- FE£ CERTIFICATlON (To be c;ompteted by the School · -istriet) --Applicant has compli~ with fee requirement under Cove nment Code 5.3060 --Project is subieet to an exisfing f~ agreement ___ Project is e)(empt from Oovemment Cods 53080 _ Final Map approval and construction started before eptember 11 1986. · <·. {other school fees paid) .. _Other _________________ -+------------- tf 7 7-;? c/ j(, I 3 D = /t/.3 { '-1, ;;e, :see :r AA/ i.,,,, 'Bl~ ~~,-U !, I l l\ OJnuut~ nf ~nu ~i.egn DBPARTMEN'l' OP HEALTH SERVICES HAZARDOUS MATERIALS MANAGEMENT DIVISION BUILDING DEPARTMENT QUESTIONNA:IRB For Office Use only :e: (619) 338-2222 Businesses which handle, store, or dispose of hazardous substances wfl l be required to provide a chemical inventory and a basic emergency response plan before a certificate of OCCl4*1CY can be issued. This plan cal led a "Business Plan" will become a valuable tool aiding you, your eq:,loyees, and .. rgency responders should an emergency occur it your business. Certain hazardous substances called "Acutely Hazardous Materials" may require a more detailed emergency response plan known as a "Risk Management and Prevention Plan" (RMPP). If your business handles Acutely Hazardous Materials and will be located within 1,000 feet of the outer botrldary of a school (K thru 12) you miy be required to prepare an RMPP before a building permit can be issued. A definition of hazardous substances and a list of Acutely Hazardous Materials are available at the Hazardous Materials Management Division (HIM>) or your local bufldfng department. To determine. ff your business needs to subnit an emergency plan, please C0111)lete this ·questionnaire • . YES 1. C l 2. [ ] 3. [ ) 4. [ ) 5. [ ] 6. [ ] NO ~ ~ ~ r Is y01,1r business type listed on the reverse side of this form? llill your business dispose of Hazarc:19us Substances or Medical Wastes in any amount? Will your business store, or handle Hazardous Substances fn quantities equal to or greater than 55 gallons, 500 pou1ds or 200 ctbic feet of ccq,ressed gas? Will your business use an existing, or Install an undergrOll'ld storage tank? Wfll your business store, use or handle carcinogens; reproductive toxins, or Acutely Hazardous Materials? Wfll your business be located within 1,000 feet from the outer botrldary of a school and handle Acutely Hazardous Materials? If the .. wer to wiy of the above questions are YES, your business will need to prepare an eaergency plan. Stmit this questfomaire along with., applfcatfon fee of S100.00 ade payable to •COONTY OF SAN DIEGO" to: In person -1255 l11perlal Ave., 3rd Floor, San Diego, CA 92101. By •fl -P.O. lox 85261, san Diego, CA _92138-5261 Attention: Business Plan Review (Guestfomalres will not be accepted without an application fee.) If all of the above questions are .,, renrn this ques~jomaire t.~ your local building departl!N!nt. Briefly Descr.ibe the Nature of the Business Activity or Process use on y: EXEMPT FROI 1111) PERNIT RECIJIRBENTS D Agent ~,4--.,.:::...::::::::.....::::;;---i~ Date /2-:Z1--1JI PLAN FILE NUMBER INl>APPROVED FOR BUILDING PERNIT BUT NOT FOR OCCUPANCY D 1111) RECIJIRBENTS HAVE BEEN tl:T FOR OCCUPANCY D calFIRNING STAMP calFIRNING STAMP calFIRNING STAMP Init. THESE STAMPS lll>ICATE ACCEPTANCE BY HAZARDClJS MATERIALS MANAGEMENT DIVISIOI (HIN>) AND DO NOT DESIGNATE APPROVAL BY ANY OTHER AGENCY. DHS:111-972 (7/89) POOR QUALITY ORIGINAL S ,' '> . . . ',,' ·' . ·, ~· ~ .. -··, '··' ;;/ -~: . ·-.,, . " ·t.: .. •: