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HomeMy WebLinkAbout2160 LAS PALMAS DR; ; CB993256; Permitv~7?/ / City of Carlsbad 01/14/2000 Commercial/Industrial Permit Permit No: CB993256 Building Inspection Request Line (760) 438-3101 Job Address: 2160 LAS PALMAS DR CBAD Permit Type: Tl Sub Type: Parcel No: 2130503500 Lot#: Valuation: $408,800.00 Construction Type: Occupancy Group: 28 Reference #: COMM 0 NEW Status: Applied: Entered By: ISSUED 08/31/1999 DT Project Title: 01/12/2000 SPRINT PCS CHANGE USE OF BLDG Plan Approved: 14600SF Tl TELECOM SWITCH CENTER W/ EQUIP SCREEN Issued: 01/14/2000 Inspect Area: Applicant: BELL BRIAN STE 202 1321 HOWE AV SACRAMENTO CA 95825 916-922-0550 Owner+--. /____-ANGLIN viRGrt&~1:RICIA TRS / ~ 9'ffCOJ:1¥ERCIAL Mc;3MT / . ')\S ~ 0 BGXloos/ 0 · ~ (\ @ .,,.-..;a,, Vls-rX-~~«'. ((0 · B0\47 01114100 0001 01 I ,-3 '--/ · :;t:;1,,,,1 ~ ~ v~ c-rn11r $16,266.16 / ~aiy~yments~06.68\,.~~l:ln\e Due: $15,159.48 I ~ I~-=-=*~\ J1/. , Total Fees: Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Wi;iter Con. Fee Inspector: $0.00 $0.00 FINAL APPROVAL .a. r .J> . CJe) Date: 0 0 . $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3,272.94 $0.00 $1,487.70 $217.00 $1,439.00 $81.50 $0.00 $6,872.91 $0.00 $16,266.16 Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to·as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Car1sbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 1.5159u48 FOR OFFICE USE ONLY PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 PLAN CHECK No.{l;CjCJ?is-(o 1:sr. vAL 4o B goo I Plan Ck. Deposit ._::---------1-1.....,__,~::......v,~ Validated By _____ f __ ""'.2"lc--7'-=:--r--i'::::.::"" Date ________ """=~......,.=--..,_-+-.... f:K~ojjEC:fffifcf~TToN:'7:" .-:-7:;;·-,-:,~~-:---.. ':: ~-: ~~;--:-:.,;:~,~,:-~:-~":.:: :.; ~I <PO L-A<:> ~~A-c; O(L\\/f;. ~f'{2..\l--\T ft,S _ Address (include Bldg/Suite #) Business Name (at this add~!fl9 08'/3!/99 0001 01 02 . L.-0\ iO of N\1\-P t,l() 'l3M _ CAa.t...S·{,-M) ::rc.-r: 'blO. J"l-1 . f'-PE:M'!° ":!_I_\~ -68 Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units 0.1::> -0 0 -36 OYn~ uh #of Stories Designer Name State License # C. 11 J d-do;).. Address City ;~_\'~.:.:.:Vl9lt!{J:.l;t~CO.MP~!'i.$1\.l:(Qr("':'-:7-::-:·7·~-,. , .. , A, • " ..... '" •• ·,.:::::77!:.e:.,:!.'.::''[!';il; :1. ·,:0,.:.{5:.3~J~.::~::,;J;~:.;c.J.::'3:::~·;,·'.]:.7":..F;?;:i:i£],:I::::L:.J Workers' Compensation Declaration: I hereby affirm under penalty of perjury ime of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provi<;led by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and 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. Mywork~'sc,r1pen,. ioninsuranc ,rrierandpolicynu berare: "'-. w11YlJ1JtJta1 r I /J/1 lnsuranceCompanyV-i-. (._ 11-e (I-. /tC'PolicyNo • ..::..._._V_•l_,_l ______ l ___ ExpirationDate_.;--VC/ (THIS SECT10N NEED NOT BE COMPLETED IF THE PERMIT IS-FOR ONE HUNDRED DOLLARS [$100].0R LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation l;aws of California. -· . WARNING: Failure to secure ·workers' comp nsation coverage is i,mlawful, and-shall subject an employer. to criminal penalties and civil fines up to one hundred thousand dollars .~Q&Sl.Ot, in add' 1 n t _e cost compensation, damages as provided for in Section 3706 of the Labor code, interest and attorn!)y's fees. SIGNATURE l/ • f • · DATE / -I <-{-v' 0 li?>:i:OJ'VNEfi:;i3ujtbER)>[CtARATJON.: _: .. · , -_:---~·-·:"_-,._: Y ,··~·-·-~·,":,;'"~,·:z~·-:i~,..~:-;:;?';"''."~-:\~,::"T <1'· ;-·,?~:-:_::.'Ys',;":\"':'~~-:.}-·;· '.<\:-,; .. '*';;,-·· -- 1 hereby affirm that I am exempt from the Contra<;tor's· License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License l:.aw does not appl'>'. to a11 owner of property who _builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale, If, however, the building or improvement is -sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the.purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (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 contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). _ D I am exempt under Section----,---Business and Professions Code for-this reason: 1. I personally plan to _provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. · I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted_ with the following person (firmLto provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise ·and provide the major work (include name / address / ·phone number/ contractors license number):-------------,--~-------------------'----------- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _________________________________________ -'-----~----~----,. 'PROPERTYOWNERSIGNATURE _____________________ DATE ________ _ t§,QMf!;.!rrl;l.:.Jfl!$ ,~_Oli.!9.N: l:QltUQN,,~$,~!-.P!JJJ;_Ql,t{~;~!iJlM.1!$.,9.NLY,,; ,::;_,_ .• · . ';,;\, · >...::2.t:-2:~~§~:..-< i~i . .S::;;~ ~{L:::Y .. /, · .. ;:·:::·.:: ... 3?G::~~~-·:ttll _ 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? D YES O NO , Is the applicant or future building occupant required·to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the ou.ter boundary of a schoo_l.site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF 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. ~~OLUCJDijQ'l'.ION':t,aiDji«G,"EtJ~ ,. -:·';":('.,7'~:"-": '' "' ~!.~ ~~ .... _.;J;_~, ~,.,~l'--·~i.,e\,.~ ,,y~.!..:......,_ ---'-~~-"''""''' ' I hereby·.affirm that there is a con~truction lending agency for the performance qf the work for which this permit is issued (Sec. 3097 (i) Civil Code). , LENDER'S NAME;;:;;;;;:;;;;~;;=.::;:;;:;:;;:;::::=;:::==:=;:::=====::....._::_LE~N;D;.:E;:.R~'S~A::D::;_D_:.;R.:,ES~S::.:;:==:::::=:::::::;::;::;:::;::::;;::;::;::::::;:==;;,::;:;::;-;;:;:::;:::;;;::;:._,:;;;,;;:;;,.::=..=....:;:;;.:;;;;;;;;;::;;;:;::;:;:;;:;:::;:;:;::=:::;:;;;: !M::.LAff~lQ.'!N:.t .. <;:J:JIDJJg~T,!Q~::,:.::~-:.;.,_, .. ,' . ·. ; -· :_~:..;...:; .. ,. "--.,;',:, .:.-.. ,~~,'..±...:...L:.::.,::.:.:;;...::,s<~:.:.~;.,:::;~;£~:?I.JJ,.:,;;.J;'~(;:;;:~~L:-'.~t:. ;,~?;;;::'£:'.:,::.~:;:z)b:.:~ ; I certify0that I have read the application and state that the above information is correct and -that the information on the plans is accurate. I agree to comply with all City ordinances and State, laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SA\fE, fNDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, ' JUDGMENTS, COSTS AND EXPENSES-WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 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 under the provisions. of this .Code shall expire by limitation and become null and voii:l if the. building or work autt,iorized 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 t~enced·for a p_,riod 0-days-(Section 106.4.4 Uniform Builaing Code). APPLICANT'S SIGNATURE .r --.;:::::::!r---, .-,,r-DATE '(· ~ f ' '=t_ \ WHITE: File · YELLOW: Applicant PINK: Finance \, Inspection List Permit#: CB993256 Type: Tl COMM SPRINT PCS CHANGE USE OF BLDG 14600SF Tl TELECOM SWITCH CENTER Date Inspection Item Inspector Act Comments 5/16/2000 89 Final Combo RB AP FINALIZED ON P. # 001566 5/15/2000 19 Final Structural RB co ND ENG. APPROVAL FOR Sl~N OFF 5/15/2000 29 Final Plumbing RB AP 5/15/2000 39 Final Electrical RB AP FINALIZED ON P#001566 5/15/2QOO 49 Final Mechanical RB AP 4/28/2000 89 Final Combo PO NR 4/28/2000 91 Complaints Investigation PD NR 4/21/2000 89 Final Combo OM co SEE ATTACHED NOTICE 4/20/2000 97 T-24 H-Cap Consultation OM AP 4/19/2000 89 Final Combo OM NR 4/14/2000 29 Final Plumbing OM NR 4/14/2000 39 Final Electrical OM NR 4/11/2000 14 Frame/Steel/Bolting/Weldin OM AP 4/7/2000 14 Frame/Steel/Bolting/Weldin OM AP 4/4/2000 84 Rough Combo OM AP 4/3/2000 13 Shear Panels/HD's DM AP 4/3/2000 14 Frame/~teel/Bolting/Weldin OM WC 413/2000 84 Rough Combo OM AP 4/3/2000 84 Rough Combo OM AP 3/31/2000 34 Rough Electric OM CA PER CATFISH 3/31/2000 44 Rough/Ducts/Dampers OM CA II 3/30/2000 84 Rough Combo OM AP 3/29/2000 34 Rough Electric DM AP 3/28/2000 18 Exterior Lath/Drywall OM AP 3/28/2000 34 Rough Electric ,, OM AP 3/28/2000 44 Rough/Ducts/Dampers OM AP 3/23/2000 17 Interior Lath/Drywall PS PA 3/23/2000 34 Rough Electric PS AP 3/22/2000 17 Interior Lath/Drywall OM AP 3/22/2000 34 Rough Electric DM AP 3/21/2000 17 Interior Lath/Drywall OM NR 3/21/2000 34 Rough Electric OM NR 3/20/2000 11 Ftg/Foundation/Piers OM AP 3/20/2900 17 Interior Lath/Drywall OM AP 3/20/2000 34 Rough Electric OM AP 3/17/2000 17 Interior Lath/Drywall OM PA 3/15/2000 11 Ftg/Foundation/Piers PM AP 3/15/2000 17 Interior Lath/Drywall OM AP 3/15/2000 23 Gas/Test/Repairs OM AP 3/15/2000 31 Underground/Conduit-Wirin OM AP 3/15/2000 34 Rough Electric DM AP 3/14/2000 17 Interior Lath/Drywall OM PA 3/14/2000 24 Rough/Topout OM PA 3/14/2000 34 Rough Electric OM PA Tuesday,August08,2000 Page 1 of2 3/13/2000 11 Ftg/Foundatiori/Piers DM AP 3/13/2000 14 Frame/Steel/Bolting/Weldin DM AP 3/13/2000 24 RoughTfbpout DM AP 3/13/2000 31 Underground/Conduit-Wirin DM NR 3/10/2000 11 Ftg/Foundation/Piers DM AP 3/10/2000 14 Frame/Steel/Bolting/Weldin DM AP 3/10/2000 fl Interior Lath/Drywall DM AP 3/10/2000 24 Rough/Topout DM AP 3/9/2000' 17 Interior Lath/Drywall DM AP 3/8/2000 14 Frame/Steel/Bolting/Weldin DM AP 3/8/2000 17 Interior Lath/Drywall DM AP 3/8/2000 24 Rough/Topout DM AP 3/8/2000 34 Rough Elec:tric DM AP 3/2/2000 11 Ftg/Foundation/Piers DM AP 3/2/2000 17 Interior Lath/Drywall DM AP 3/2/2000 24 Rough/Topout DM AP 3/2/2000 34 Rough Electric DM AP 3/1/2000 14 Frame/Steel/Bolting/Weldin DM AP 3/1/2000 17 Interior Lath/Drywall DM AP 3/1/2000 24 Rough/Topout DM · AP 3/1/2000 34 Rough Electric DM AP 2/29/2000 14 Frame/Steel/Bolting/Weldin · DM NR 2/29/2000 17 Interior Lath/Drywall DM NR 2/28/2000 14 Frame/Steel/Bolting/Weldin DM AP 2/28/2000 17 Interior Lath/Drywall DM AP 2/25/2000 14 Frame/Steel/Bolting/Weldin DM AP 2/25/2000 17 Interior Lath/Drywall DM AP 2/25/2000 24 Rough/Topout OM .AP 2/25i2000 34 Rough Electric DM AP 2/24/2000 14 Frame/Steel/Bolting/Weldin DM AP 2/24/2000 34 Rough Electric DM AP 2/15/:2000 31 Underground/Conduit-Wirin. DM AP 2/9/2000 21 Underground/Under Floor DM AP STREET SIDE 80 FT 2/8/2000 31 Underground/Conduit-Wirin DM AP 2/4/2000 15 Roof/Reroof DM AP 1/31/2000 21 Underground/Under Floor DM AP 1/28/2000 21 Underground/Under Floor DM CA DIDN'T CALL COULD BE OTHER PERMIT 1/24/2000 31 Underground/Conduit-Wirin DM AP 1/20/2000 12 Steel/Bond Beam DM AP 1/18/2000 32 Const. Service/Agriculturc1I DM AP 1/18/2000 39 Final Electrical DM WC 1/11/2000 21 Underground/Under Floor DM NR Tuesday,AugustOB,2000 Page 2 of2 . . City of Carlsbad 2075 las Palmas Drive, Carlsbad California 92009 INSPECTION RECORD INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB , CALL PRIOR TO 2:00 P.M. FOR NEXT WORKDAY INSPECTION BUILDING INSPECTION: (760)~ JOB ADDRESS:----------:><,""--___ LOT NO./SUITE: ______ _ OWNERS NAME: ---@CB993256 ~160 LAS PALMAS DR CBAD I i USE/OCCUPANCY SPRINT PCS CHANGE USE OF BLDG 1ST. DATE l / 11.J-O{J: 14600SF Tl TELECOM SWITCH CENTER W/ EQUIP -CO_N_T_R_A-CT_O_R _______ .......,_.;-! ....... ......_..-.._ . BUILDING Tl COMM OTHER Lot#: BELL BRIAN APPROVED TO COVER Type of Inspection Date Inspector Notes BUILDING . FOUNDATION ~-2-c2> 61 ~1, ,ftw, 1;..1 ~ b/Y.v, REINFORCED STEEL -. .. I MASONRY D CROUT D WALL DRAINS --. . TILT PANELS 'ni~-~ .•. l J'JI ... uo,:.. ~ POUR STRIPS 1th.. ..LL> .• J"',n COLUMN FOOTINGS . -... - SUBFRAME D FLOOR ~CEILING 41-1/-tU ~ ROOF SHEATHING .... . . EXT. SHEAR PANELS ~ FRAME ,Q,J-()l) ~ iNSULATION 4...f(-o"\ ~· EXTERIOR LATH . . INTERIOR LATH & DRYWALL FINAL PLUMBING D SEWER AND BUCO D Pl/CO .at".~11::T> .A"::-1'-./r-2-.J.'i-01.) UNDERGROUND ~ASTE D WATER ' --z,, ·{rt\ ~ L:lb..Jlll d-f\ n_. n,1_ 7A r:-l"rl\ ~ ,I TOP OUT 0 WASTE D WATER -([ -\ ... TUB AND SHOWER PAN D GAS TEST D GAS PIPING - D WATER HEATER D SOLAR WATER FINAL ELECTRICAL D ELECTRIC UNDERGROUND DUFER ,-.1), .~ n.. a.., ,,C 1.t .. \D)V\ ... ROUGH ELECTRIC WALLS A~~ '>c ~ 1 -IC-f'\"h ....... 1 I '-h~ I,. ,..,.Ji.. I ROUGH ELECTRIC CEILING ... ~ , _, -~ I 0 .. 1--~ I u \ll' ELECTRIC SERVICE ~· TEMPORARY (--f1-trt'\ '-0\/v\ --""' -' . I . D BONDING D POOL ' /HJ~ w/6'~--,'>7. ni,. ,b~ ~ ::..-.. ....,.. -----. FINAL r.;g _;_ 0 ~--= .l LJd,\60, ., ... ~ MECHANICAL I ' . UNDERGROUND.DUCTS & PIPING IJ,?,;~\ ~7Jh1 A6ll-/h.l-:.. ~~ D DUCT & PLEM. D REF. PIPING ,, , --,. .,. J --,_.n;;:.,--~ WPTU HEAT-AIR COND. SYSTEMS -" VENTILATING SYSTEMS FINAL CALL FOR FINAL INSPECTION WHEN ALLAPPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL Sign When Appropriate Building Dept. (Inspections) 438-3101 Fire Department &o:>--L{i,"~ ~/h/ji:,/1 f1f. Planning Department ~-1161 Engineering Dept. (Inspections) 438-3891 Building Inspectors (7am-4pm) 438~3550. CMWD 438-2722 Ext 7153 Water Inspections 438-3891 REV 9/98 SEE BACK FOR SPECIAL1NOTES 04/04/00 TUE 13:27 FAX @)001 Bergelectric Corp~ C~C. April 4,, 2000 ' .... Ii" ., • (2,; rt fJ (_JJ(,_ Mr. Jim Mills M.A. Mortenson 2l60LasPalmas Carlsb~~ CA 92009 !/!<ff Lf-t~a SUBJECT: SPRINT PCS -Carlsbad Our Work Order #6584 Switchgear Torque Setting Dear Jim: This letter is to inform you. and to state for the record that "" : have used a torque wrench to set all wiring lugs for ali of the switchgear component: on the Sprint PCS Switch Station in Carlsbad. The settings for tb.e torque wrench wer i obtained by the switchgear manufacturer as listed inside of the switchgear. Pleas(;' notify and copy this letter to the Carlsbad City wpect : ~ Very truly yours~ BERGELECTRIC CORPORATION Lance Wankier LW:tm.g encl. 650..,_0pper Street, Escondido, CA 92029 Tel (760) 746-1003 F:, :ic (760) 741-0918 C10-#85046 04/04/00 12:31 TX/RX NO.3050 P. 001 • ,,. City of Carlsbad Bldg Inspection Request For: 3/30/2000 Permit# CB993256 Inspector Assignment: DM --- Title: SPRINT PCS CHANGE USE OF BLDG Description: 14600SF Tl TELECOM SWITCH CENTER W/ EQUIP SCREEN WALL Type:TI Job Address: Suite: Location: Sub Type: COMM 2160 LAS PALMAS DR Lot 0 APPLICANT BELL BRIAN Owner: ANGLIN VIRGIL&PATRICIA TRS Remarks: Total Time: CD Description Act Comments 14 Frame/Steel/Bolting/W,eldi_ng pg_ 24 Rough/To pout + 34 Rough Electric 44 Rough/Ducts/Dampers -- Associated PCRs lnsi;iection Histoiy Date Description Act lnsp Comments 3/28/2000 18 Exterior Lath/Drywall AP DM 3/28/2000 34 Rough Electric AP DM 3/28/2000 44 Rough/Ducts/Dampers AP DM 3/23/2000 17 Interior Lath/Drywall PA PS 3/23/2000 34 Rough Electric AP PS 3/22/2000 17 Interior Lath/Drywall AP DM 3/22/2000 34 Rough Electric AP DM 3/21/2000 17 Interior Lath/Drywall NR DM 3/21/2000 34 Rough Electric NR DM 3/20/2000 11 Ftg/Foundation/Piers AP DM 3/20/2000 17 Interior Lath/Drywall AP DM 3/20/2000 34 Ro·ugh Electric AP DM 3/17/2000 17 Interior Lath/Drywall PA DM -3/15/2000 11 Ftg/Foundation/Piers AP DM 3i15/2000 17 Interior Lath/Drywall AP DM 3/15/2000 23 Gas/Test/Repairs AP DM Phone: 7609309407 Inspector: • \'6vJ;] Requested By: CATFISH Entered By: ROBIN FROM: HELM}~Uf'-¥+ r •-PHONE NO. 7607384882 Mar. 21 2000 02:15PM P2 -I ,,_, cc 5yst;am N c. W-l· 5040 F-Ratings-1 and 2 Hr (Se~ Item 1) r Ra.tings--1/4, l/2 and 3/4 Hr (S~@ It~ 2) ! I . ilk .... ~-'1, I l SECTION A, ... A. 1. w.ce 4Me1111tllf-'rhe-1 or 2 hr fire-rated gypsum wallboan:1/stud wall assembly shall be constructed .,, the materials: ~rid ;,., the manner $pedffed tn the individuitl U300 or U400 Series Ws.tl or Partition Designs 1n the UL Are Retiffarlce Di!'ectory ;,nd shall indude the fullowJng construction teature.s; A.. Stuc&-Wall framing rtray ~oni.ist of ~ther wi:,oo st11di or steel channet,st.u,:t,:;. Wootfstuds to<:(lnsist of nam 2 by 4 in. lumber spa~ 16 ln. CC.,. Stttl Jwds ~ be min 3-5/B in. wi""1-and i~ced max Z4 fn. oc. , a. ~rel. GYPAIID*-llom S/s in. th1d<, 4 ft wic.fe with squan! or tapered .clges. The 9YJ)sul'D waflboard typt,. number of la,Ye/'$. fastener type and sheet ,;irientation shall; .be as specified in the individual ~ll and Partition Deign. O!arn af o~nil'lg in waltboa.-t,1 ~rs to be 1 i~. (il'ger than ollhide diam of pi_pe fn$~lation {Item 3}. Max diam r:lf opening io wallboam layers is 1 in. Tile hou~ f 1tatin1 of tH-flf1i5top system is 1 hr wtt.n 'inm\\ed in • 1 hr flrf! rated wall and 2 lir wtt•n fnttalled in a 2 hr fiN rated walL l-Tftroa;lt f'trrNrCranta.,...one meu!l'ic pipe or wb'rng to hi! ii'l~lltd tither c:onc:entric;alici, or eccf!ntrieaU.y within• fiwsm-p ~-P'il»! gr tubing to be rigidbi ~pported Ort both sicl•s of wall asse;mbl,y. The .following ty~$ ana sfzes of rnetaitic p,fp@S or wbif!g may be used: A. Stfft Pi,a-Nom 4 in. '11am (or in'llller} Sc.he.du~ 10 (or heaviar) steel pi~. Wflen steel ptr,e fs 1,11ed, T ~tiqgis J/4 hr,· a. (opper Tuofn,-Nom 4 in. dfam {(lr smiUuJ T~p~ I.. ( or heavier) ·c:0ppar tubtng. T Rating is 3/4 hr far copper tubing of nom 2 in. dfam and smaller. Fol' «'PPtr tu~l'N1icr than nom 2 in. diam,. ~.f •rad :t/.2 lir wrf,en f led itt _1 and 2 fir ratlld walls, -~. ~~ Pll'l!'-Nom 4 ln, di«m {or smaLl'1r) Regular ( or neavfer) copper pjP'l!-T Rating ts 3/r. m fiW copper piptt tf1f um i fn. dtarrr and sruller. For eopper pipe areater thlln nom 2 in. diam. T 1llltl!'9 1S 1/4 and 1/2 ta-when 1nmlled tn 1 :and J hr ratelf wall respfftI~ 3. P'f()e ~sulatlon-Plariitfes#-tfom_-3-/4 'Jr>. thick a",ylonitri(e bt:tadiene;' .Ji. P~WV1nYi chl.-oride {AB/PVC) Aeidi;tl• -foam furniihed in the form of ------i... tub1n_g. Tne annY~T $pace ~wten the ins~latltd pfp@ And the '!dge ol' ?le through openfng shall be mfn zero fl'!. (point con!Att) to max 1-1/4 ,n. ' /JI I II C11r -C (J f/ {{/<-~!'/{ C--or 3-ZL---cro 1-:t;ii ~ ( ( .i~r~ ~ /Jc~~ 03/21/00 15:06 TX/RX NO.2943 P.002 • I · I I I _; j '.I FROM :· fl-M}SJJP-ff-' ' .. , __.-}iJvJ'·i'' .. ,-"' ' \._;;, PHONE NO. : 7607384882 Mar. 21 2000 02:16PM P3 __ ,._ ----~. ' -.. .,..--.. ____ ,., ·---~·-_., System No. W-L-5040 -Co11tlnufld 5w Pln\t"# (QMfZ2} c:iltegory in the Recognized C<iniponent Diract';t;;H- fur names of 111Jn1Jfaci'.l.lret'S, Ar.y Recairrtzed Compot'le!Tt t~ 4 ma.t<l!;fi,1,l meeting the above s):leC'Jfu:ations a.11(! tnwin a Flammab1Uty Classification of 94-SVA 111.iy be 1,1Hd.. 4, fill, Yoid or-cavttt Matierfau•-C•lllk-Min s/a fr!. thickness of caull< a"pl\et! within the ari11ular !.pace. fulsh wlth each surface of we.I!-A min 1/2 in, !liam bead of caulk ihalt ~ appliad to the pipe 111su\ation/ wallboard interface at the pgint ctm~et Location on both sidl!S of wall. fHl'lftdOta. MiaiM $ Mfg, Co.-CP 2!iWB+ *8eiilril'l9 the UL Classiffcation t-\1rldng #St~l'f~ the UL Re,pgnized Component Marking 03/21/00 15:06 TX/RX N0.2943 P.003 • : .\ . .. POOR · .QUALITY· . -. ·z... . FROM PHONE NO. 7607384882 Helm ~ration 650 Alplne Way Escondido, CA 92029 HebnFax Mar. 21 2000 02:15PM P1 ·* ·:.::: .. ·..,!.'_. _____ "?."" _________ __,, ______ ....... ______________ _ .~ ~ . -····\::.;-:'.'-'.-,, ,'._· .. :···:.:-\-· .. ·.,. . . . . . . . ~ . . · ··. ;,.-;-:·:~;'/://·,;i;,:·--·=:) -~==/.,/, .. .-:: ::;-,~:, :,.i· .. ::·-:. ! ·.• .. • •• ,J" ·~ ·:·, ......... •••• .-:~:;· • ... • •,"•, ... '·. Jf you did not receive all pages of this fax please call (760) 738-0233 :-::) ... {:::~:·.: ... ,~.-.: ;_.:..:=1 .. .-~.:~-~: ·. •1·~--•. . . .... . ... . . .. :··. i{;~i'.i-·::\:+·-J(:-.,\-;.'):·-... .-: ;+ . ~ I • • .... 03/21/00 15:06 TX/RX N0.2943 P.001 • AJ-nistrong - DESCRIPTION AP AnnaffexP~ lnsurati,n is a (le,clb\e eiu\Qmerb 1heffl'llll insulation, bla<:I< in cok:lr, supplled as unslit hi:>ing, In nominar wall thicl<nnees of 3/B", 112". 314", and 1" (10, 1S, 19, and2S mm) in fq'.>Ulat •• up·to 6" IPS. The ~nd&d o!ONd-cei structure of AP Armafte>t 1-'Jpa InstJation mal<eS 11 an ~clent lnsuiatlon. AP Armafle1r ia apprcve,d tnrough (l(ltt!Jnuing ~pervision J;)y Factory MuhJal R•~ Corporation to conmstentt,,pro'J'fde actual \IJ:ilues on thM16 key perfonnanoe erltn for mea,anlo8I syi!llem insulation: Thermal ConduetMty: 027 W.eterVepor TranemlQC!on: 0.01!! Ara Rating: wiU not~l'itlt.lte 1lgnific:ant1y to nrw (Alm!Jlated end-use 1:es\ing). AP Amrilflei Pipe lnwfa\lon, In SJ8' .. "112!\ a.14•, and,. (10, 13, i9, and 25 mm) thlckn$Aa_.. has a. "llama-spread rating of 25 or lees arid Iii ~velopecl rating of . SO or 19'8 as tested by ASiM J=. 84 and O.lNI\Jl.C S-102, "Method ofl'est for Surface Bumll"l0 Ch~ofSuffdlng Materials." USES · AP Atma#l&x Pl~ f'1$1Jfation is usedw r.tard heat galn and. contn:11 conrSensatlon drip from cold,-water pll,IIT'lblng, chllled- w.atsr, and refrigeration lines. It also ttffidently ~ heat flow for hot-watsr pfumbh, and liquid· hea.11ng ;!ll"ld dual-W.«iperature piping. Th~ teeommended temperatt.illft U$E!Qe 1MQe for AP Armaftex'. Pipe \rrsu~ i$-70'F to +.220'F (-STO to +105"C). For uae on colo ~. AP Armaffe.ic Pip& lnsulafion ·tncJ<nesaes nave been calr;utated to control condensation oo. the insuf«tiQn.out.ers1,1rfa09. as shown i'I the table of thickness l'8COl"l'lmel"ldalions. RESISTANCE "l'O MOISTURE VAPOR FLOW The ofO~I ${ructure dAP Amlaflex Insulation effectively retarc:18 the flaw. of moisture vapor, and AP Armafle,c fs consider(ld a low-t~ vapor retal'der. PP Armllftex normally requi," no supplemental vapor-retarder ~-Mditional vapor0 ~~on.m~be neoecsa,y fµr AP l\rmafie)t when Installed on vsry-Jow.te~re piping or whe~ expe,sed to conUnually high humidlty eordticns. 03/27/00 08:30 SUBMlffA1. SHE.ET APPLICATION AP A.rmaffex F!llps Insulation in unsllt 'tubular form can ~e slipped onto piping before it is oon~d, er it can be slit lengthwise and snapped over piping al.ready connected. Fitting covers a.re f~rica~ from miter-cut Woolar form, fl'\ a.If cs.see, butt.joints and seam$ are to be seared with Armstrong 520 Adhesive. 5:20 Adheelva is a contact adhesive; 1heref'Ore, in aP ce.ees; !.')0th ~urfaces to be Jcrned are coated with adhMive. AP Armatlex is designed fQr iMtatlaticn above ground. fl')doora, no protective finish is required bU1 mav be dl3$irable. Outdoors, a ~-resistat'\t protective tlnisl't 18 to be applied. The recommended protectiVe finish is Armstrong WB Armaflex Flnl~h;. /70we\'er, other eompatibla finish systems are not ruled out. ArmSVOng insutalian products must ba Installed acoortling to '1nstaltation of Armaflex lflSUlatlons," (publioatioo iP..2268), Proper ina'leUa.tioo IA required to assure Amtaflexinsulatfon perl'ormaooe. SPECIFICATION COMPLIANCE A.P Armaflex Pipe lMU\~ maets1 ASTM C 5$4, Type 'I-Tubular ASTM I) 106S, -2.Bl MIL-c-313'3C (M!L. $TD 670S), GradeSBE3 Ml!..-P-15280.J, F=ORM T CAN/01...C $102 CGSB CAN 2-51.40,-MSO UL e4-5V, Fila EZ 6579~ MEA8a.a5-M NFf>A SOA, SOB ASTME84 UL7;$ NFPA255 TX/RX N0.2989 P .002 • FROM J-1;,LM}SLJP"f"~• • ,• . PHONE NO. : 7607384882 l!AR-27-2000 MON 11:14 AH ARMSTRONG iNSULATION, FAX NO, 16J044393;ar. 27 2000 ARMSTRONG WOALO tNOUSTRIES CANADALTD. 6911 OICAR!E SOULEVAAD ~AL, QUEBEC H3W3E5 Pf!Qne: !14 ?aa-9!JB1 !i1ax: 514 !WJ-8186 @mstrong ARMSTRONG WORL.P INOIJSTRIES, INC. ARMSTRONG lNSULATION PROOUCTS, NORTH AMeRIOA P.O. BOX 3001 LANCASTER. PA 17604 07:37AM P3 P, 03/03 AP Armaflex• Pipe Insulation Phon,..: aoo 865-5$36 OR 1, 1 396-4 t ra fc.)(: 800 44M386 OR 717 396-4265 E-mail: moreinf!;l@armaffex.tom Waite: www.armatrex.com Physical Pl-0.,..s. T«rtMB!liod Them.I 0Qn(!UeiMty, Nol!M, $11 •in.m •ft'•·~ f'Nlm•K} i011 tl'!e nem/llg cyl;f..,. N> Nmllftcit Pi;,e. 75"F mgn wrnp l24•c, 0.27 (0.09} ASTM C 171 tnsuliltllm will wld'l!ll!lftd te~n ~ hl!jl 90'1' mDllll limp WC) 0.275 (0.040) CTC5'l8 as ~o·r {1a5'Cf. ti2D Adh11Sl\le' Ria)' !Je used o.oa(1.1h 10·111) ASTl\le99 'Mil\~ iria11!%rti~ ~llcallons up1o t~D'F' water vapc,,~n'Ml8btlit)', (1CIIS }. perm.In. $91'1J"Pll>J PIQCtCUnt A. 'At-2!)'F t-29'C], 'llex!~i, Af' Amtallox ~t ~nan,¾ 1:,y fflUITl6-0.2 ASTMdm f~n l>«:omot !,aid !ind,#& ltmpe~ QfVj) bll!a-H •WF ( ... OJ. wlll b;, IMl'O&alngty Ozol'\llil rel!lslmllle GPO.O -trillti ~. ~ h~:!BfM~ ah1rQC,t9iieUC, d11¥ 1:101 ~ tiettr1M flffle~~ or fflllll'< vapor c,tppot uM llmlt, -~ tsee ncce -t) lalilC)(1Q~'C) permoQl)lly.1or sp~6oi\9 ol ~'Pll.>-71tf. -{-tl(l•c !0-57'¢), ""rit.i,;I Arms.tr0119, L°'"r 1,111e liir\11, "i= (!!IH l'letc2) -40 (-10) ~'C (•VC} -9zos "Fl•forif\riw Ollfy, Wd thieknN5,· s,ia•, 111", s,4•, 1· -{nc,rninlll) ~ 1B, 1\1, :2ii rnm) lnsia,u.1-.uti~. tu~1orm It> 10 &'I !PS -(10 mmf0fo 1~0 mm) l'e~ :.Pt=: l!'trouoh eonlim.tln;i Ll!'l:lttl of s~ons, JNt1 lublllar fQl'm 6 -l=UPfNltliort D!1 M,.1tua1 Ae.se!!tCh CenattY. ,:yc,iea1 ranM (See note S) 1.0 ~ tl.0.l'lllJft,1 ASTM C1Ee:!ot01867 CorpcitMlon. ARMAFLEX PIPlii INBUlATION THICKNESS REOOMMENbATlONS Foreontramns out.lrwulation S\lrfaco Condenaation (Based upona~manutacturad~ Pipi,lla Una Tl!mlHlf,W,W '°"" (1D'CJ . SS'F~-.,) (1'11c-,,·c1 --l?O'f' t--'9'C) ~p 0tHi0MAL DdlGN c:QN01"1'lQNS• Nllm 1" (~ IMI) S/6' IP lhfg\Ji" 1"118" ID (10mn'i..ZO m"" . ~-·(10flllft) Nom 1/2.'' }\l tM'll NQm 3/4' £19 mm) OVor 1-1/i' I h'au!lh IMtll• 10 U'-' ~ m~ 11*,tn M" ('UJ 11'1111) Nom.112• tS.mn Noll'l1''c.t5mm) N<1mi"{l!offl!l'II 0Y0r 2.-1/6" IIJ ffll'O\l.llh 2'~/f• C, (" l!Wl1-GS 11\11 NDm C/8" (10 Mm) Norn 1/2:" (18 mm N<im1"(2amm) N0ri\ MJJN {32 mmJ Qwir2-/J/5:' ID m~ II' IP& lll& mm..190 mm) Nom1/2'(1~mm} Nom !114' !;'19 mm Nom ,• (2S mrn) Nam 1,1/4" {:ill mrr\) t)ASS) ON 1111.1) DESICN ¢0NDl'TIONI"' .ft'S" lCl 'lhf'Q(!Qh *-M" 10 {10 .l'!l!n-115 mm) O\l•r ::...-10 ttn'CluQ~ r IPI (&S mm--i &o IM\) Mom S/lil,' (10 rrm) Mom 1M' t1:! mm) Norn Iii" {10 m~ NM11J'a'(13 m Nan'I 1 ~ (1$ mm) Norn 112• (13 rom) Norn 3.W (1 g = Norn $/11"(1~m l'!ASEO ON-8!i¥1111E 01:!SIGN CON0!TICNS•'"' Mo/Yi $14'1 (19 ~ ~fl· 1111nr911r 1-i!IB~ ~ n'l/Jl-40 mm) t-lorn 1• tu 1111)')) Noll'I Mt:."(93m,n) !'$Om M/2'' ($8 tnm) Ovat 1~' I lhr.oll\'lt lC1 (41HMr-illhl\JTI} Nom w•OQ Nl:lm 1' (ff l'llrt'l) Nam ,.,12" m mm) Nom 1-3/4~44 mn'll 0weo'_~· IOt.'lrcUOfl $' IP${90mm-15Clmrm Nern. 314" (t8 ll'ITTI! NoM 1" ~ tl'lffl) 1110m 1-1.IZ' 3$ ml\'lj Norn 2" ~ mn'I) ~~gr&;ator\llani"ca&Mmi-~·lt.l(el'~- •tv£sµ 0111 Ml)AMAL 1)1/i&!QJII <Xl'IO!ilONSAfl ,-l'mllllelca, Ille lhlel!n.-.. o!M!S;J!letwll!in !ha ll(.leQl!lad ~re rartgi;&'lllif ~ OO!el'ir'l~II.Uonli'lrfilco i.»!lllt11Dsillt1~'llf!C*nomtaidatl/,11100l'ICUllc11,11, 11fflllll!mum ~~ .. 111' H"F (29"CJ llt'ld ~AH-~ ro,tatch and li11ld~ lndbdU\1" il'lll()llr Q;1niWol!O aflY\"JlltN il'I lha\JnUlld~IIICkll!I ~lhlieiegreae! ~. ~'EIMl;OON!\111.D c&SIGN~QN&AF' ~lnlllo~Dfltei:!111'1!:I wl1hir1"1o~~ ~ 11'1! oonlr0lQUim-i"$11BliO!l~f;Onclefl/JAIIOI\ ~ iJnltaf mlld ~1HOlll.i11Ql'llh -~~mwn9Mlllly of H'P '2"'0)~ i~ IIIH. ~ Of fleall ®nQ'/101'1$ ~Bmo$ llit~d sp~and ~ld clhM,~s • .,..IASl::D ON SliVERli ~N c:DNCJl'T(ONS AP M'11'1ff1111 ii"t JM, llllClNlllot nolfllt ~ wilh!l1 ttil! Waoffiild ~turc. llJ/l98i Wli !JC!nlr1il <IU!Or ll'&Jlutlen 11urftlo11 ·co~I/Gn ir\door. s,.rimir Hllffll cml:':ln, mndticirw, e maiml,tm lioWtllv !If 90"!' tU"C) .-t IG'fii'Rtl. Typk:AI of ii&.-condll:ltlr$ ari, lnoeor #C!l$ in which ai«-~..-.'lMI molllli:.nls ii~ or lllpOO!l)' lltll'lll!IIK QOllfir,ed ar.-whln m<i 1empora11n tri1111ade);lrai;li<Jd bdoi,,I ~- 03/27/00 08:30 TX/RX N0.2989 P.003 • . . C~ C-C1Tt "Brian Bell" <brlanbell@canilloag.co1: ;;f ,j.:,03{. ~ / Please respond to brianbell@carrilloag.com To: D.aniel Stayton/Mortenson@Mortenson, brianbell@carrilloag.com cc~ Jim Mills/Mortenson@Mortenson Subject: RE: Walls at storage not fire rated. Catfish, The storage room walls (rm's 114,115) that are not a part of the exit corridor (tm 106) do not need a fire rating or fire caulking at the roof structure. Brian. -----Original Message----- From: Daniel.Stayton@mortenson.com [mailto:Daniel.Stayton@mortenson.com] Sent: Thursday, March 23, 2000 1 :57 PM to: brianbell@carrilloag.com Cc: Jim.Mills@mortenson.com Subject: Walls at storage not fire rated . . Per our phone cal.I yesterday you explained to me the walls that make up rooms 114 and 115 do not have to be fire rated. My drywall sub is asking if we need to fire caulk top of wall to the roof structure? The city building · inspector · said as long as the architect tells us rio the walls do not have to be fire rated he is happy. But right now the plans call out fire rated walls. Brian can you send me an e-mail stating no the walls in roQms 114 and 115 do not have to be fire safed to the roof structure. Fire rating stops at the one hour lid in corridoor number 106. Please advise. Later Catfish. · .. , ':"• ZOO'd ZL8Z'ON Xll/X.L f}f;:60 00/91/£0 ** c0 · 3!:ltld 71:1..LO.i. ** COMPRESSIVE STRENGTH OF CONCRETE CORE ASTMC-42 CLIENT: M.A. Mortenson JOB NO.: 70300.00008 POU'R r-ootings, C tine @ 3.3 and 3.8 Permit# CB993256 LOCATION: PJan File# PROJECT: Sprlpt PCS Building LAB NO.: 10677 2160 Las PaltnasDr .• Carlsbad TESTED BY:. T. Johnstone DATE 03/16/00 REPO~'tED: SOURCE: Hanson REVIEWED BY: L. Collins '.::o:,;-eld. No; lA 2A 1B 2B ')ate Tested: . 63/16/00 03/16/00 03/16/00 03/16/00 )ate Cored 03/14/00 03/14/00 03/14/00 03/14/00 -.. \ge of Concrete * "' * "' )ia. (.inches) 2.70 2.70 2.70 2.70 ..,ength after Capping (inches) 5.5 5.5 4.2 5.0 ... ength As Received (inches) 14.S 14.5 14.5 14.5 \REA (square inches) 5.72 ,. 5.72 5.72 5.72 :::orrcotion Factor l.O 1.0 .96 .99 vi.ax, Applied Load (pou.nds) 15,000 17,500 14,500 14,000 :ompre$sive Strength~ Corrected (psi) 2,620** 3,060** 4,430** 2.420**' ~pe ofFraoturc A B A A . .. ., ... < ·.-.. Befects noted. illr yo1ds approx •• IO to .SO m d1a. l)TeSent m all cores, **3000 11~1.n;;qmrti:d @ 28 days Direction of applied load; pcrpi:ndicular relllt.i.ve. tu horizontal plane of the concrQte u placed Moistlll'C condition at time oftest: wet Ma.-.:imurn nominal !li7.c (If 11ggfcgate: 3/8" Core A obtainedjj,Qm C tlno @ .:U. Care B obtained.from C mu, @ 3.8 ibutipn: Submitted by: -------------M.A. Mortenson/ Da'.vid C. Wilson, RCE #54734 j I i \. 11' t t MAR 16 '00 13=05 FR *****************-****619 268 1352 TO 17609309402 .;_rj.Kt". IU1 UIV, II P.01/01 1905.6.3..4 ~ 1905.11.1 ?6o-?JD-Cf 'fD~ nated for determination of:f 'c is less than 85 percent of that of com- ·• _paniQn laboratory-cured cylinders. The 85 percent Jimltat.ion shall not apply if field-cured strength exceeds /-'c by more than 500 psi (3.45Ml"a). . 1905.6.4 Investigation ot low-strength test. result.'!. 1905.6.4.1 If any strength lest (see Section 1905.6.1.4) of labora- tory-cured· cylinden: falls below specified values off'<, by more ihan 500 psi (3.4.S Ml'a) (see Sectiou 1905.6.~. l4em 2) or if tests of .field-cured cylinders indicate det1ciencies in protection and curfog,(see Seclion 1905.6.3.4), steps shall be taken to CDsure tlrat load-carrying capacity of the structure is not jeopardized. 1905;6.4.2 if the likelihood of low-strength concrete L,;; con-I fir!lled and calculations indicate that load-carrying C81Y~city is ~ig- nificantly reduced, tests of cores drilled from the area in question I shall be permitted. In such case, three cores !!hail be taken for,each strenglh test more than 500 psi (3.45 MPa) below specified value of/',;. · 1!HJ5.8.2 Rerit;ly-mixcd concrete shall be mixed and delivered accordance with requirements ofASTM C 94 (Reatl_v·M~ed Co, crete) or ASTM C 685 (Co,icrere Made by Volu11~tr.ic Batcl1b mtd Co11tinuous Mixing). 1905.8.J. Job--mixcd concrete shall be mixed in .accordance wi (he following; l • Mixing shall be done in a batch mix.er of an appro:ved typ 2. Mixer sh.ill be rotated at a speed recommended by the ma, ufacturer. 3. Mixing shall be continued for at least 11/J minutes aJ1er a materials are in the drum, unless a shorter time is shown to be sati: factory by the mixing uniformity lests of AST11-f C 94 (Read) Mixed Concrete). 4. Materials handling. b.itcbing and mixing shall conform t applicable provisions of ASTM C 94 (Ready-Mixed Concrete). 5. A detailed record shall ·be kept Lo identify: 5.l Number of batches produced; 5.2 Proportions onuaterials mied; 5.3 Approximate location of final depo:;il in structure; 5.4 Time and date of mixing and placing. 1905.9 Conveying, 1905.6.4.3 If cortcrete in the structure will be dry under service coticitions, cores :;hall be 11ir dried [terupcratu~ 6(J"F to BO"F (15.6°C to 26.7°C), relative humidity less lhan 60 percent] for seven days before test and shall be tested dry. If concrete iil the stmcture will be more titan supcrfida!ly wet under service condi- tions, cores shall be immerScd Jn water for at leasr 40 hours-and-be: · .,.,,--,teste? wet. . . ~~ 1905.9.1 Concrete ;,hall b,;; conveyed from mixer fo place offtna (; /'l·;;;:5 6.4.4 C , , db .h 11 '-·~ deposit by methods that will prevent separation or loss of materi . ;,v • oncrete !ll Rn area represen,e .Y core tests s a ..,., als / consid~red structuraJly adequate if the average of lhrc~ (;:ores is • .. ~ l eq1,111[ to at feast 85 percent off',: and if no single core is less than 1905.9,2 Conveying equipment shall be c;i.pabic of providing ; ),!( . 7$ percent off 'c-Additional 1e:;ting of cores extracted from loca-1/ supply of concrete at site of placement without separation of in . . \ \ tiopi: represented by erratic core strength te!.-ults shaJI be pi;r-gredicnts and without interruptions sufficient to permit Io!!!'i o; ·; \ ,.__m,~ed. . 0 pl:isticity betw-een successive increments. -19-05.6.4.S If criteria of SectCou 190.5.6.4.4 are not met, and if 1905.JO Depositing. structural adequacy remains in doubt, the reswnsible authority I sh,dl be permitted to order a strength evaluation fil accordance with Section 1920 for the questionable portion. of the structure, or lake other appropriate action. 1905~ 7 P,reparation of Equl{)ment nnd' Place of Deposit. 1905.7.1 Preparation before <:0acn:te placement shall include the following: t. All equipment fut-mixing and transporling (:Qnaetc ~hall be clean, 2. Ail debris and ice sh;Lll be removl!d from spaces to be tJCCU- pied by concrete. 3. Forms shall be properly coated. 4-. Masonry filler units that wlll be In cqntact wilh e<mcrete shall be well drenched. 5. Reinforcement shall be thonmghly·clcun uf.jce or olhcr dele- terious coating~. 6. Wnter shall be rcm<lved (ro,n place ~[ deposit before L'bn~ c;-ete is placed unless a tremie is lo be used-or unless otherwise per- mitted by the building offici:il, 7. AH laitance and other unsound material shall be removed be- fore ad~itional concrete i~ placed against hardened concrclc. 1905.8 Mixing. 1905.8.1 All concrete shall be ·mi?l"cd u,1til there is a ·uniform dis- tribution of materials and i;h,111 be discharged completely before mixer is recharged. 2-104 l.905.10.1 Concrete shall M deposited as ncaclyas practicable ir its final position to avoid segregation due to rch:mdling or ti.ow· ing. 1905.10.Z Concrethig shall be carried on at such a rate that con- crete is at all times pJa.c;tic and flows readily into spa~cs between reinforcement. 1905.10.3 Concrete I.hat has partially hardened or bee_n contami~ nated by foreign materials shall .not be deposited in ·tile strqcture. 1905.10.4 Retempered conqete or concrete that tias been re· mixed after initial set shall not he used unle.,c;s approved by the building official. 1905.:t0.5 After concreting is started,. it shall be carried on as a continuous operation until placing of a panel or section, a.<l defined by .ih! boundari.c:s or predetermined joints, is completed, e::i.:cept as permitted or prohibited by Section 1906.4. 1905.10.6 Top surfaces of verLically formed lifts shalJ be general- ly level. 1905.10, 7 When construclion joints arc required, joints shall be made in accordance with Section 1906,4. 1905.10.8 Nl concrete shall be thoroughly consolidated by suit- able means during placement and !ihaH be thoroughly worked . around reinforcement and embedded .fixtures and into corners of forms. 1905.U Curing. 1905.11.1 Concrete (other Lhan high-early-stren&ih) · shall be maintainP.d above 50°F {10.0"q and in a moist condition for at ** TOTAL PAGE.01 ** Q.3/16/00 13: 08 TX/RX NO.2890 P.001 • ·'. ... ' --- ......... - -c,1- ---. - Z_ 620 3 o <:o ·." 1/ I: ~ Lf Jo 2 C/2-a. ~-----------------! C7 S 3 O # 5 Oc?o · r-r # 2 ,) ,) 0 LAWGIBB Group Member la. Set ID: 200033216 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278~3600 CONCRETE TEST REPORT Client: M.A. Mortenson Sprint PCS 3032502 DA TE: 2/2/00 Project: JOB NO: 7030000008:01 :820 MIX ID: SPECIFIED STRENGTH: 3000 PSI MIX DESC: Concrete FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED) DATE SAMPLED: 1/26/00 BY: Christopher W. Gallup SLUMP, INCHES: 4 LO: 0 HI: 0 TIME BATCHED: TIME SAMPLED: ·11:30AM AIR CONTENT %: NP LO: 0 HI: 0 BATCH PLANT: Hanson/Carlsbad UNIT WEIGHT, PCF: NP LO: 0 HI: 0 TRUCK: 379 DATE'RECV'D: 1/27/00 AIR TEMP, °F: NP LO: 0 HI: 0 TICKET: 164982 MIX TEMP' °F: 62 LO: 0 HI: 0 COMPRESSION TEST RESULTS CYL.NO. DIAMETER AREA DATE TEST AGE MAX.LOAD COMP. FRACTURE (IN.) (SQ; IN,) TESTED (DAYS) (LBS.) STRENGTH TYPE lPSll .C1 6.00 28.26 2/2/00 7 62500 2210 A C2 6.00 28.26 2/23/00 28 C3 6.06 28.26 2/23/00 28 C4 6.00 28.26 R \ UNLESS OTHERWISE-INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH _THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED IN FIELD <« DENOTES LON COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT ' FRACTURE TYPE IS fNDICATEb BY LETTER: (A) CONE (BJ CONE &-SPLIT (CJ CONE & SHEAR (DJ SHEAR (E) COLUMNAR FRACTURE TY~E (PJ INDICATES CYLINDER fl:STE::D USING UNBONDED CAPS (ASTM C1231J AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: 2nd lift: oor infill along & line between D & E REMARKS: Sampled at 19.5 of 39 yards. DISTRIBUTION: RESPECTFULLY SUBMITTED: LL,_~), David C. Wilson, RCE #54734 Senior Engineer LAWGIBB Group Member Ja. Set ID: 200033244 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 CONCRETETEST·R~PORT Client: Project: MIXID: M.A. Mortenson Sprint PCS 3032502 MIX DESC: Concrete FIELD INFORMATION DATE SAMPLED: 2/15/00 BY: David Mitchell @ Christian Wheeler TIME BATCHED: TIME SAMPLED: BATCH PLANT; Hanson/24 TRUCK: 444 DATE RECV'D: 2/16/00 TICKET: 173858 DA TE: 2/22/00 JOB NO: 7030000008:01 :820 SPECIFIED STRENGTH: 3000 PSI FIELD TESTS (ACTUAL) (SPECIFIED) SLUMP, INCHES: 4 LO: 0 HI: 0 AIR CONTENT %: NP LO: 0 HI: 0 UNIT WEIGHT, PCF: NP LO: 0 HI: 0 AIR TEMP, °F: NP LO: 0 HI: 0 MIX TEMP, °F: 68 LO: 0 HI: 0 COMPRESSION TEST RES UL TS CY!-. NO. DIAMETER AREA DATE TEST AGE MAX.LOAD COMP. FRACTURE (IN.) (SQ. IN.) TESTED -(DAYS) (LBS.) STRENGTH TYPE (PSI} -- C1 6.00 28.26 2/22/00 7 64000 2270 A C2 6.00 28.26 3/14/00 28 C3 6.00 28.26 3/14/00 28 C4 6.00 . 28.26 R UNtESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH-THE FOLLOWING.ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED IN FIEtD <« DENOTES LOW-COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE IS INpiCATED BY LETTER:, (A) CONE (B) CONE & SPLIT (C) CONE & SHEAR (D) SHEAR (E) COLUMNAR FRACTURE TYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION:'Slab on grade@grids 4.1-6.1, 8-C REMARKS: Sampled at 117 of 146.25 yards. P#: 08993~56 ; Set 2 DiSTRIBUTION: M.A. Mortenson, Daniel Stayton David C. Wilson, RCE #54734 Senior Engineer , ~ 'LAW · LAWGIBB Group Member Ja.. Set ID: 200033245 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 85.8-278-3600 CONCRETETESTR~PORT Client: M.A. Mortenson Sprint PCS 3032502 DATE: 2/22/00 Project: JOB NO: 7030000008:01 :820 MIX ID: SPECIFIED STRENGTH: 3000 PSI MIX DESC: Concrete FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED) DATE SAMPLED: 2/15/00 BY: Michael Henshaw SLUMP, INCHES: 5 LO: 0 HI: 0 TIME BATCHED: TIME SAMPLED: 7:15 AM AIR CONTENT %: NP LO: 0 HI: 0 BATCH PLANT: Hanson/24 UNIT WEIGHT, PCF: NP LO: 0 HI: 0 TRUCK: 443 DATE RECV'D: 2/16/00 AIR TEMP' °F: NP LO: 0 HI: 0 TICKET:· 173512 MIX TEMP, °F: 62 LO: 0 HI: 0 COMPRESSION TEST RES UL TS . CYL.NO. DIAMETER AREA DATE TEST AGE MAX.LOAD COMP. FRACTURE (IN.) (SQ.IN.) TESTED (DAYS) (LBS.) STRENGTH TYPE (PSI) C1 6.00 28.26 2/22/00 7 57500 2040 <<< A C2 6.00 28.26 3/14/00 28 C3 6.00 28.26 3/14/00 28 C4 6.00 28.26 R UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED IN FIELD <« DENOTES LON COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE IS INDICATED BY LETTER: (A) CONE (B) CONE & SPLIT,(C) CONE & SHEAR (DJ SHEAR (E) COLUMNAR FRACTURE TYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: Elevated metal deck slab@ grid lines A.5-A7.5, 2.5-3 REMARKS: 20 gallons of water added on-site. DISTRIBUTION: Sampled at 9. 75 of 40 yards. P#: C8993256 ; Set 1 M.A. Mortenson, Daniel Stayton RESPECTFULLY SUBMITTED: ~L David C. Wilson, RCE #54734 Senior Engineer LAW· LAWGIBB Group Member la. Set ID: 200033228 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 CONCRETETESTREPORT Client: Project: MIXID: MA. Mortenson Sprint PCS 3033500 MIX DESC: Concrete FIELD INFORMATION DATE SAMPLED: TIME BATCHED: BATCH PLANT: TRUCK: TICKET: 2/1/00 1:55 PM Hanson/24 381 1678'15 BY: Steven L Skelton TIME SAMPLED: PATE RECV'D: 2/~/00 DATE: 2/8/00 JOB NO: 7030000008:01 :820 SPECIFIED STRENGTH: 3000 PSI FIELD TESTS (ACTUAL) (SPECIFIED) SLUMP, INCHES: 5.5 LO: 0 HI: 0 AIR CONTENT%: NP LO: 0 HI: 0 UNIT WEIGHT, PCF: NP LO: 0 HI: 0 AIR TEMP' °F: NP LO: 0 HI: 0 MIX TEMP, °F: 71 LO: 0 HI: 0 ' COMPRE$SION TEST RESULTS CYL .. NO. DIAMETER AREA DATE TEST AGE MAX.LOAD COMP. FRACTURE (IN.) (SQ. IN.) TESTED (DAYS) (LBS.) STRENGTH TYPE (PSI) C1 6.00 28.26 218/00 7 60000 2120 A C2 6:00 28.26 2/29/00 28 C3 6.00 28.26 2/29/00 28 C4 6.00 · 28;26· R ' UNLESS OTHERWISE INDICATED, TESTS WERE PERFORME_D IN 13ENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 . ~~!~-?u1: w::~1~:;:~;.'kD BY u;irP:~~o~~i~ ii:::i!~~~cf!6°~~IHsf4Ef~Y~~~:::y~Ec°oI~~~!RQUARTER INCH_ AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE (P) INJ;)ICATES CYLINDER TESTED USING UNBONJ:?ED CAPS (ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: Inside bldg, various slab replacements over elec.conduit REMARKS: Sampled at 9. 75 of 9. 75 yards. DISTRIBUTION: R~BMITTED: David C. Wilson, RCE #54734 Senior Engineer • (l<J LAW /-CRANDALL A DIVISION OF LAW ENGINEERING & ENVIRONMENTAL SERVICES, INC. 9177 Sky Park Ct.• Suite A• San,Diego, CA 92123 JOB # 7 o s ('!)2?> cooe9 .. 0~ (619) 278-3600 • FAX (619) 278-5300 TODAY'S DATE __ /_-_2._l:,~.--~-'---(2)=-- D.AILY Fl~LD REPORT I":\ .CONSECUTIVE \.!I REPORT NO. I AM AUTHORIZED TO PERFORM SPECIAL INSPECTION IN THE CATEGORY CHECKED. JOB ADDRESS OWNER OR PROJECT NAME Bl REINFORCED CONCRETE D PRE-STRESSED CONCRETE D REINFORCED MASONRY © DESIGN 0 SOURCE STRENGTH 3 ~a OF MFGR, DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) \-\Qd\~Ob . ~~,.,.. 3c '32.,~ f2' FOR WEEK ~ ENDING D STRUCT. STEEL ASSEMBLY D DEEP FOUNDATION JI Z. l'c'JO D SPRAY-APPLIED FIREPROOFING @ D OTHER ____________________ _ G) BUILDING PERMIT NUMBER • . C.139''7 3z..5'b @) PLAN FILE NUMBER @ © APPLICATION NUMBER @ @ ARCHITECT ea..\"" '"''1 \\ c, Ar-ch' @ @ @ @ . INSPEC-@7 ARPN/'J:. fre1 DETAILED LOCATION OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS. ETC. TION TIME, ~ REPORT @ DATE DEPARTURE OF WORK TIME INSPECTED UNLESS OTHERWISE NOTED, TO THE BEST OUR KNOWLECJGE, THE OBSERVED WORK CONFORMS TO THE APPROVED PLANS ANO SPECIFICATIONS, ANO THE APPLICABLE WORKMANSHIP PROVISIONS.OF THE UNIFORM BUILDING CODE. .0.-D"-c..r ~' ,, LAW /CRANDALL A DIVISION OF,LAW EN.GINEERING & ENVIRONMENTAL SERVICES, INC. JoB # ?&1..s'P&?. a. ~8 9177 Sky Park Ct.• Suite A• San Diego, CA 92123 (619) 2713-3600 • FAX (619) 278-5300 TODAY'S DATE O ~ -tQ/ -t!:)e:;) DAILY FIELD REPORT I':\ CONSECUTIVE· \.!.I REPORT NO. /2" FOR WEEK \=I ENDING OiZI. o I oo I AM·AUTHORIZED TO PERFORM SPECIAL INSPECTION IN THE CATEGORY CHECKED. JOB AQORESS ~EINFORCED CONCRETE 0 PRE-STRESSED CONCRETE 0 ·REINFORCED MASONRY 2/i,o A.S .PAutA.J l>A. cA~ OWNER OR PROJECT NAME .f PRIA/ . ,Res /sJ.l)tr,~ © APPLICATION NUMBER CONSTR. MAT'L,, (TYPE; GRADE, ETC.) © DESIGN 0 SOURCE @ ARCHITECT E/>DXl J€-sTflENGTH'°o ~ oFMFGRM cA-MIL..O /f~e, . D SPRAY-APPLIED FIREPROOFING @ @) PLAN FILE NUMBER @ @ @ DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) I © ENGINEER @ 4,.r r l't d~,r. <f?f ~0 /)owEJ.5//fE/ilf~ 1-G .... EN=. ER=A=L c.:..•O...;NfJ.=RA=f;....TO..;;..~..;_/=£:;"-,~=------------~ /tlT -t/f (J7J O'DXY A;(>/IES/IIE CONTR. DOING REPORTED WORK LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. UNLEJ,S OTHERWISE NOTED, TO TH!= BEi';T OUR KNOWLEDGE, THE OBSERVED WORK CONFORMS TO THE APPROVED PLANS ANO SPECIFICATIONS, ANO THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. i=1011 6198 @) @ @ :LAW / CRANDALL A DIVISION OF LAW ENGINEERING &.ENVIRONMENTAL SERVICES, INC. 9177 Sky Park Ct. • Suite A• San Diego, CA 92123 (619) 278-3600 • FAX.(619) 278-5300 JOB#7C>3© occc:f~.~z. -~'Z'X' TODAY'S DATE 2..-°5 -00 DAILY FIELD REPORT 0 CONSECUTIVE \.!I' REPORT NO. I AM AUTHORIZED BY THE CITY OF SAN DIEGO TO PERFORM SPECIAL INSPECTION· IN THE ·CATEGORY CHECKED. JOB ADDRESS 2.I t1 REINFORCED CO~CRETE CJ PRE-STRESSED CONCRETE D REINFORCED MASONRY © DESIGN '7' SOURCE STRENGTH ~ O OF MFGR. , DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) Ho.osc, n. De:s; q"' "3e'3z.Soz_ !';;\ FOR WEEK \!:.I ENDING © APPLICATION NUMBER CONTR. DOING REPORTED WORK fl\c i",e,nsO>l'\ D SPRAY-APPLIED FIREPROOFING @) PLAN FILE NUMBER INSPEC·@ =.AL@ DETAILED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. TION REPORT DATE DEPARTURE OFWORK TIME INSPECTED e-3 b!OO UNLESS OTHERWISE NOTED, TO THE BEST OUR KNOWLEDGE, THE OBSERVED WORK CONFORMS TO THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE.WORKMANSHIP PROVISIONS·OF THE UNIFORM BUILDING CODE. @ @ @) @ @ -~-- 1,AW / CRANDALL 7 SKY PARK COURT, STE. A ~-A DIEGO, CA 92123 619-278-3600 A DIVISION OF LAW ENGINEERING AND ENVIR()NMENTAL SERVICES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.: AJ,3,eo O QQO:'y _ PROJECT· ~t,~ -fc..~ DATE(S): z_(!o /uu LOCATION:_ 2-((..0 ~ ef},9-1-~ l$-~ FIELD REPR~SENTATIVE(S): -_ ~ :5i{_G,~y,} (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: FOUNDATION/SHORING OBSERVATIONS: D Mass Grading 0 Buildiqg Pad D Slopes D Paving D Spread Footing Excavation D Drilled Piles D Driven Piles D Belled Caissons D Shoring 0 Utility Backfill D Wall Backfill, D Landscape [J Other_,.. __________ _ SUMMARY OF OBSERVATIONS· OtJ.:::.11?.~ _ 1ib &5~ tf,/4..Ji.£ 6~'--t,.t. £" R \;J'A-1--:i-/:tz.:::<:--rl ¥""' ~!I'S :' <t--_;J~ !Z:11 +- -:: A:,-;-t ~& -) . ..,, /Sr-Yf(t:.£ y 4"v -r,.,..J (._. S,O~:;-;, 31ZJ3 WEATHER: __ ,....._--'--,-----,------'---'----'--------~----,------------ EQUIPMENT WORKING:. _______________________________ _ CONTRACTORS WORKING ( include Superintendent and/or Foreman ):_.i7_._· .,__&...,1£:::.'Y..:../.:::#:z.._, -"-J-=5_· 0_,_y-'J'--'. --'c:..:.!.'......c.,l?l __ -[ic..:.r(_--;_,_'/--"'",J,_+'--------- BACKUP DOCUMENTATION ATTACHED: NO_ YES_· _ NO. OF PAGES:. __ _ TI'PE:. _______ _ This rcpon is intended to_pro\'idc preliminary geotechnical field information to rcspon~ihlc site per~onnd as ohscn-cd hy our represent. · -The information provided may not he all-inclusive and is sut>jcct to review or modification t>y our engincering/!!eology supen•isory stafL cc:_-"--------Emp. #: / '{J,.2;, 2-, Verification By:_~'--J.:......c'--.:.L..-------41!:...!!=..::..::... __ C,_·--_~:...'(/_ ,...~ours: 2, t O JOB FILE or_·----'-------------....;_-~-'----------- Rev. 3/97 LAW/ CRANDALL A DIVISION OF LAW ENGINEERING & ENVIRONMENTAL SERVICES, INC. 91'77 Sky Park Ct.• $uite A_•San Diego, CA 92123 (619)278;3600 • FAX (619) 278-5300 7 0 '2 ........ 0 ooe>B JOB#---"--;;;,,.>-'~-------- TODAY'S DATE "Z. I { ,OD DAILY FIELD REPORT 0 . CONSECUTIVE" REPORT NO. /2' FORWEEK \=./ ENDING z. I" / oo I AM AUTHORIZED TO PERFORM SPECIAL 0 REINFORCED-CONCRETE [J STRUCT. STEEL ASSEMBLY D SPRAY-APPLIED FIREPROOFING @ INSPECTION IN THE CATEGORY CHECKED. D PRE-STRESSED CONCRETE 0 DEEP FOUNDATION 0 REINFORCED MASONRY 0 OTHER JOB ADDRESS 0 BUILDING PERMIT NUMBER @) I PLAN FILE NUMBER @ 2.l'=>O l.1rs 'PA\~~ t:>'<, CB C\0.. 32.Sk, OWNER OR PROJECT NAME .-© APPLICATION NUMBER @ ~t'R~t-J\" ?.l.S. . CONSTR. MAT'L (JYPE, GRADE, ETC.) ®I DESIGN 01 SOURCE @ ARCHITECT @ STRENGTH OF MFGR. CA..2~~\ \o A ~L.k \ ~,c,1. / "'~Ul1' DESCRIBE MAT'I,-(MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) 0 ENGINEER I @ tk~{5 &iJe&~i:. <oo .. W\\\\AW.., 1;). Bav1·~ -GENERAL CONTRACTOR @ "3CXtt> 'F'' CO~u 1?!.S\-s-f'Ai &. 3032502 M.A.. Mo~rstJ $ON CONTR. DOING REPORTED WORK @ r\',.\H .\\ Y ·Lso . . ~ bo2.2- INSPEC·@ =AL@ DETAILED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. @ TION REPORT DATE ·DEPARTURE ·OF WORK TIME . ll'lSPECTED 2.,'i 1:Cb/ .s.~"'14 'to .r:,,.,p ~ A~~\v.D 0~ Tltll\t il,. I:: M~za,,-.,,..:.,~ FRA. M\"°"- /z.~~ £..1t.,J\:l 'a -tot> / '2--b ~ "J, 2. ~~.$ G.21ie~f-fi't) Bo /Tfilb, wsldfa'b .I ~/.) • VJ .~-n, C,'4 t ·"'" spu.~lf-1 :Z:-f'Jsnt--c..lo~ 0/V s.~. ~ \JijqA l\v M e-~,s.1.,4. l~lclt:) I I 1-o/ iltc¢, -· s~A,(..G, r-2""'w." ~\l-~ w~1c:1:s. A.+-L1,-Je5 7,t.f c. nt> C.../ ~. 2' tc, "· 8, . c / 4.3 ~ i,-.7. 2·"-/1>.tc>F, ,:-I 4 re$; Fi tl,d wc.:ld:s. VVC::"llC~ 77, e" ,-,,,~CL:>tft<.... ~De-ci:f\~. Ye I I l ~"11k l>,:t-.Jf:> $1-ZI:' A> A "'$2.S' r1• >, r. S, Oc/k .. \IV t!"'llE; +...;titi:M:'O /...N1) I 1,,"7)(1,,.l'J ¼,c~ 1-,-....b·> °R(S-/-AIOV e:p • l.Oc.A-~ 4 l cq:,. "tlc.rJS. \A,)~" U~N\. C. o N ,-.J 6'"(. ti oJl...6 W~G r-!)Oi -h't'i~ .. L,.. I. ·....,-.:5 'D/ ~2.. D / -G', 'Z.., .13/4-3 AND "B/ s-.e. , . VlS'-i Af\v l,..:,.>t)ec.~. Th(;. !>etk 1;VE{c/irJCr -k,~ D<..t r::,i:, l <:.' ( . I .b~f>l"-1 I I .. v-JE:.lc.,\ .s1z;e AN'J> ..s .l>M-trJ~ i>ec.k ;>e:,f-N\~ D"" \tc,r:i .Dt.c N<..Jzt-:!:b. I J • I I v ~1..1.....,\\v _ I l'v..S D ec.11::ro n-,~ A 1-4 f.-c N\t\ t(~ . IP etc.i\"" '-. cf ,-., C::JSo iv s--fuo \ I I \/~~~l~ Q~r,"'4--t'"-v j fo 1> c-c-k / D ffiM. ~b ~DA<.L'tvc, • A~QC( ~f:' ' I I J llJ.J~t wit\s 'B to l> / 2., b to 1,2., XN>Dec. n,;sb. "fJ.ie. . 'J>/N..}N C, ,d. A bt5 ~&I-De /,O ic!S-t iv ~(.I t,J., Th I ' I J_ Mr..t.... .:t-.3o3 ~s-o.2. -5,fe."li<( ~ -e-D fA.c.;, t>' <-,·d 3~f'HJ c. o~cl1ck J>'v~ ,...,• -riid • I E,, ~-1:9( ;q. .Jo:. v,)~ 'D(AC-~ 0u+Sit>t~ o-4..t:>. l ::r ,., ... ~ te o{ 4\-4 I irv 1e ~'J(l > lt/\9° ~ 11,s-~oXv'I ,., c, R1:.-bA.-ie StAb~ ' I / t)\bw/V ./ . (o~C et::n=-r\o h~·.:::. Wt;.72.e t:>i;..0\~ \.-.::, 'Dl«n~ bem11, n,~ (,{~. ·t--\~\t, \-,\ "( l$c) t ~4 ' e-:?>04 l.,&.)16, \..(.S,e::2) Aee,q W'C<-t \.V~ ,41 Tu \i" -I '{) A-~·s I -flZQJC "'' ~: I ,.J ~~ 1itJ.. &,O.G:,. _.uJ]> c e(u Mrv UNLESS OTHERWISE·NOTED. T.O THE BEST OUR KNOWLEDGE, THE INSPECTOR/TECHNICIAN / J,{ ~if,} 'Bt<11c.J:: }t::,/ @ OBSERVED WORK CONFORMS TO THE APPROVED PLANS AND SIGNATURE /( -~ -/ SPECIFICATIONS, AND THE APPLICABLE·WORKl,,!ANSHIP DATE·SIGNED 'L, I ( l '~:;..K35{ PROVISIONS OF THE UNIFORM BUILDING CODE. REVIEWED BY < ' . LAW/ CRANDALL ,, r A DIVISION OF LAW ENGINEERING & ENVIRONMENTAL SERVICES, INC. 91Tl Sky Park Ct. • Suite A •·San Diego, CA 92123 (619) 278°3600 • FAX (619)·278-5300 JOB# '?P3oo.£J. t?Pt?/J.. s.20 TODAY'S DATE 02 -I ..5,--00 · DAILY FIELD REPORT. I AM AUTHORIZED·TO PERFORM SPECIAL . INSPECTION IN THE CATEGORY CHECKED. 0 CONSECUTIVE REPORT NO. 0 FOR WEEK ~ ENDING D STRUCT. STEEL ASSEMBLY D DEEP FOUNDATION 6?.2 I /B loo D SPRAY-APPLIED FIREPROOFING © g-REINFORCED CONCRETE D PRE-STRESSED CONCRETE D REINFORCED MASONRY D OTHER _________________ _ JOB ADDREsif :2160 llt.5 ,P/lllfA.S /)R_ @) PLAN FILE NUMBER @ OWNER OR PROJECT NAME Sf>/<IAlt cs ..BLt>G~ @ @ DESIGN 0 SOURCE -@ ARCHITECT ' STRENGTHJ'Dct> ' OF MFGR.:,.,fA/..S'O.A/ CA @) DESCRIBE MAT'L. ( IX DESIGN, RE-BAR-GRADE & MFGR., WELD-ROD, ETC.) @ ENGINEER @ CpA!c.,&;7& .f'app ,:>S/ h/;)( L)=Ti'LW JO.J"'~'Z'-2 i:--· ~L.=.=---=.8.~'E=--=-//...,;,_l~~=------------....1 GENERAL CONTRACTOR @ ReBIV? /1:S'T.H A:~lfGR 69 'P/2T~St)N CPAJ.ST~t-lC??CJAI · CONTR. DOING REPORTED WORK . ' - ~~EC-@ =:AL@ ~fp~~iD LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS. ETC. DATE DEPARTURE OF W.ORK TIME. INSPECTED UNLESS OTHERWISE NOTED, TO THE BEST OUR KNOWLEDGE, THE OBSERVED WORK CONFORMS TO THE APPROVED PLANS-AND ' SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. F1011 ,fllOR @ @ J~--. _L-AW_· _/ ___ C_RAND_· _AL _____ L __ ____ 9177 SKY PARK COURT, STE. A SAN DIEGO, CA 92123 ~ A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES, 619-278-3600 FAX 619-278-5300 GE-OTECHNICAL FIELD SUMMARY REPORT JOB NO.: 7h3oo O 0QO ~ LOCATION: . 2-{ (..~ )..Pr'S PROJECT: -:::5fe1¥ f C..S ·1/3/00 DATE(S):_,;:.-_,,~~----- {?/;J:,-~ ~MMD FIELD REPRESENTATIVE(S): ,"5-m)£. S~cs,-J (list all, Law/Crandall personnel on project) GRADING OBSERVATIONS: FOUNDATION/SHORING OBSERVATIONS: D Mass Grading D Bµilding Pad D Slopes D~" B"'Utili; Backfill : D $pread Footing Excavation D Drilled Piles D Driven Piles D Belled Caissons D Shoring D Wall Backfill D Landscape D Other ___________ _ SUMMARY OF OBSERVATIONS: _,,. ~lnU.£¢ /:;£CC1,.Jc t'? z;i.:.-c, TP·{:;~ "'c,£ C-<:Y1l<-&--r£ f--vr.{.~. SUMMARY OF 'FESTS:-'------'--------------------------------- WEATHER:. ____ -'-------'--~--'----------'--'--,-~~--------------- EQUIPMENT WORKING:_-'---------'----------------------- _'3to [) CONTRACTORS WORKING (include Superinten<Jent and/or Foreman):,...,1c...·,?~/'0='=i..~°'"~ ... """'"yj_......;;c;:;1__5_·_~_:,'-.J_ 1_--'-~-fif"-'-'·,c...:'_/:::;_,"""j"--;.J _______ _ BACKUP DOCUMENTATION ATTACHED: NO_· YES_ NO. OF PAGES: __ _ TYPE:. ________ _ This report is intended to provide preliminary gcotcchnical tield information to rc8p<>nsihle site personnel as ohserved hyour rcpre,enli ivc. The information provided may not he all-inclusive and is suhject to review or modification J-iy our engineering/geology supervisqry staff. cc: ________ _ E # / 'S g3 L..-mp. =-~-~-~-~-- 2,,e> Hours: _____ _ JOB FILE o~---------'----------------- Rev. 3/97 LAW /CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES 91 n SKY PARK COURT, STE. A SAN DIEGO, CA 92123 619-278-3600 FAX 619-278-5300 . GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.: ·10,3oO () f)f)O}{ PROJECT: 6(ie,rYT f'-:> DATE(S): 2-/2../08 LOCATION: Z,/0.::> M":::> P/Jl--trY--f5 L()£.t-SM-O FIELD REPRESENTATIVE(S): ..,~e-::54[:ur :J . (list all Law/Cranflall personnel on project) GRADING OBSERVATIONS: FOUNDATION/SHORING OBSERVATIONS: D Spread Footing Excavation D Drilled Piles D Driven Piles D Bi!llell (aissons D Shoring D Mass Grading D Building Pad D Slopes O~ing 13'."Utility Backfill tJ Wall Backfill D Landscape D Other ___________ _ SUMMARY OF OBSERVATIONS: _____ ~----,--,----------------------- £ ~ /7 .-z. . 0 v-\/· -. /Of..,c.{,..;--. .o I <.> . i..-> l "1---~0 ~/(..J:0 L-L ;;J,'), 0/! (b <-~O& -f{_;v..JDe'Z.fH/"'? hS~-1:> 1 ,.., A/~ ,,,,.. , l _.o Ir·'(,'-' I frJ ,? / /'. I~. I/J,.,,·),,".) f_ 2-,//· . ,.'y. le,· :...> · _ .1, T.. _ WEATHER=-----'------------'------------------------ EQUIPMENT WORKING·~----------~---------------------- ,2_ ,'\ (? . , C ,,,..,.,... -r.JI ~J.,) -I -1z:i.vvl)/dL_7,A,vr CONTRACTORS WORKING (include Superintendent and/or F6reman):.1-f2-'--'--'Jr.:.~·£-:::..·....,1~::::,;-.'-.0,:""-~.a<..::· .... ::,:;. =--'--...::Cu=-J ,_, ,,....,.uf_,......:,L,..;.)'-J·-1..!.-______ _ 13 a;/;t: ~ 40::r BACKUP DOCUMENTATION ATTACHED: NO_ YES_. NO. OF PAGES: __ _ TI'PE: _______ _ cc: ________ _ Emp. #: / ~"x.3 V '1 -/I. ) ,1 /._.. I....''-' L . ·'2, 0 Hours: ___ J __ _ JOB FILE: Of-·--------....,...,.------------------ Rev. 3/97 LAW /CRANDALL 91n SKY PARK COURT, STE. A SAN DIEGO, CA 92123 619-278-3600 A DIVISION OF lAW ENGINEERING AND ENVIRONMENTAL SERViCES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO-: ?o,~ '<D me 3: PROJECT: ,5f{z_t/\J) fc_ ~ DATE(S): z I I I DO LOCATION:_;;....2-t_l:...:...-~...:...o...:... __ /,(.)(S_.--,...-....a-A ...... -~-'11_1-s_. ___ c_~-;----~""""'.f,""""'.;A{) ________ ~---- FIELD REPRESENTATIVE(S): c:5md~ :5{£,r_;:j1;,) (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: 0 Mass Grading FOUNJ;)ATION/SHORING OBSERVATIONS: D Building Pad D Slopes 0 P.· mg_ D Spread Footing Excavation D Drilled Piles D Driven Piles Utility Backfill D Wall Backfill 0 Landscape D Belled Caissons Q ~ring G"'Other {-t-c,lt[.if[-;-£ 15'-5 ,--Z2 t5 ·, ,.:: . .f.'f!&v,1 .t'!,,,,.-,,,_.,;;{ < / ,-,/r_ /) ,/ /7'4£>,-rrt.---:'---/:,,._,>/(//.:!.,· WEATHER: ____ --'----'-------"------'------------------------ EQUIPMENT WORKING: _______ ~-------,------------------- .:''-; D SJ CONTRACTORS WORKING (include Superintendent and/or Foreman):.~m..,_,_ __ /J __ ft. __ } ,.n_,_,,{A_V.:,,_NJ--1=.::--'-· N_\ __ C,=_,,,_/-}-rJ_,-'-'_:"'-7=S:.,;_1_,:_J ______ _ J~:£1-:, BACKUP DOCUMENTATION ATTACHED: NO_-YES_ NO. OF PAGES: __ _ TYPE: _______ _ This rcpon is int~mkd to pro_vidc preliminary gcotechnical field information to rcspohsihlc site personnel as ohscrvcd hy our rcprcscnta · ·c. Th.: information provided may not he all-inclusive and is suhjcct io review or modification hy our engineering/geology supervisory staff . cc: ________ _ .c_X_·,,,_ /'7 I By:_~,..---=~~~~('-""=?i;.:::_;:...,,,(':;:f:=,N..,;__+..!,_-1'::::;_---.-+:::..,_--_____:,-===-"' Emp.#: J%_32-- . ,-, _,,...- Hours: 'l • ::> JOB FILE Of_· --'-------------'------------- Rev. 3/97 LAW /CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES 9177 SKY PARK COURT, STE. A SAN DIEGO, CA 92123 619-278-3600 FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO .. :_'.A..._.0"'-=-30"""0:::::.."'__,0,._-..... · &9D==-~----PROJECT: ::5{f?ttJC fL.s DATE<S>: I / 31 / oa I LOCATION· 2/{p§::. lfr=:> fklt-:YYY'JS . ~J-&PA:{) FIELD REPRESENTATIVE(S): ~-~tv>J (list all Law/Cr!llldall personnel on project) · GRADING OBSERVATIONS: P Mass Grading D Building Pad 0 Slopes O~g cr'Utility Backfill D Wall Backfill D Landscape FOUNDATION/SHORING OBSERVATIONS: D Spread Footing Excavation D Drilled Piles D Oriven Piles D Belled Caissons D Shoring 0 Other _________ _ SUMMARY OF OBSERVATIONS: 04211:½rf .(!b{7(~ W-/{JILL ~ ~ KL,~µtP)1le:i) . . 31oow/w1±t.. ~1Lc.1~&-~o 5'1::@rrJ 1d /£. &1:. {)f~,e_ JS -frBc--u-Jb /M:-m1'i-rt,O ~,fh._ trJ ~c1./6;'5, &-rrPt~H ~ft{eS,~ ~'Z1J1~ ~ 11,,J.Q mlt.W<. untJa,-r M 6rMIJJdb- fug .~"flv~ t½n ~ . &J.$fH7-J G1-.t-/·>V~ t.-+-{uf74..4£ ~Jr;~ . , ~6 <97~ 60b-<e.---51do fD ;2,G Q?'--1JSd'Z-<£D tZ> ,61-Je 7!>04£. , i SUMMARY OF TESTS, -IP II. £_.. 41\ 4---tr;t, q___ tj../-/, /!.L . ) . . /!;t,l}rl ~./f:>777 /4.C-1 U 4>-;r/0 oJ~ UYJ~urr ~~~f? ~Jor.i~; M 54~.S 113 4. t.lt,J6c:..-IE eer;L.'N /~ 1l!G "7@7-/0 , ... s '-~~ t1,-v1:) {'ffm&·77kC> . 2/h{Q JS Wt.-, J~D cz_ I I /b?7 . WEATHER:·---'-----,---------------~------------------- EQUIPMENT WORKING: ____ ----:-----,----"~---------,-------------- CONTRACTORS WORKING (include Superintendent and/or Foreman): m<Jl:,~,,j0JAf f!?rf?£1d &g& @-~~L(._ : . BACKUP DOCUMENTATION ATTACHED: NO_ YES_ NO. OF PAGES:. __ _ TYPE:. _______ _ This n:portjs intended to provide.preliminary gcotcchnical tic Id information to responsihle site personnel as ot>sen·ed t>y our representative. The information provided may not he all-inclusive and is sut>ject to review or modification hy our engineering/geology supcn,isory sill ff. cc, _____ __,..--' JOB FiLE Of·---------'--------------- Rev. 3/97 LAW/ CRANDALL. 9177 SKY PARK COURT, STE. A SAN DIEGO, CA 92123 619-278-3600 A DIVISION OF LAW ENGJNEERING AND ENVIRONME~TAL SERVICES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.: Jo'!:x:::o O 09D-::;? PROJECT.: 5ff2-l~\ {J <:,_.~ DATE(S):_1 /_2-_~_/c_D_u_ LOCATION: 2/~0 t4:';;;> l?fk-:~ C4-e-r6Mo FIELD REPRESENTATIVE(S): . ::5-[l:&.JiJ::. (2{::!.£..lfd (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: D Mass Grading D Building Pad D Slopes D~ng ~Utility Backfill D Wall Backfill D Landscape FOUNDATION/SHORING OBSERVATIONS: d Spread Footing Excavation D Drilled Piles D Driven Piles D Belled Caissons D Shoring D Other __________ _ suM~ARYOFTEsTsfF? e. 41;)1~ l{..., /J:-7 L .4t1~ µ, if;o L 131~ le_ WEATHER: ___________________ ""------------------------- EQUIPMENT WORKING: _ __,...-----~----'---------------------- t C> _y CONTRACTORS WORKING (include Superintendent and/or Foreman): . .i.OZ.t-=u=.,.£:~~=-==-=u::.!:J=----=01'7::...:...,.,,-;,:....K!.....::.5..::.!..t.f.f__ _____ _ BA(KUP DOCUMENTATION ATTACHED: NO_. _ YES_ NO. OF PAGES:, __ _ TYPE: _______ _ This report is intended to provide prcliminary,gcotcchnical tie Id information to respon~ihlc site personnd as ohservcd h} our reprc~cntath • c information provided may not he all-inclusive and is suhjccr to review or modification hy our engincering/g_eology supervisory staff. cc: _______ _ Emp. #: /S132--- -11-v (/ ,, ---Hours: t--'".:> JOB FILE Of_·-----------'-'--------------- Rev. 3/97 LAW /CRANOALL _ 91n SKY PARK COURT, STE. A SAN DIEGO, CA 92123 619-278-3600 A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.: 7(J3no. 0 <,0Dc)E: PROJECT: ~(2~,~ fC2:> LOCATION: 2-:fl,. ...'.:; /AS .f1r:cr7YJ"'":::. (/+£1-,~~0 FIELD REPRESENTATIVE(S): Sm.Jr£ (._)f:CL:.r[irJ' (list all Law/Crandall persoµnel on project) GRADING OBSERVATIONS: D Mass Grading D Building Pad D Slopes D Pavinn ~ Backfill D Wall Backfill D Landscape SUMMARY OF OBSERVATIONS: . {)rJS1 Jb -· -() f-,;.j f:. .. ,.p µ:::-. J(__ ,:: (._-{_ \ / ,...; (...-1. • ..- ,)...[( ,,,. /'J -1 ~~,:. (...C...._l'-l ( - FOUNDATION/SHORING OBSERVATIONS: D .Spread Footing Excavation 0 Drilled Piles D Driven Piles D Belled Caissons D§_b.erinn cr'other ec '/ I-. SUMMARY OF TESTS: _______________ ~-~--------------- WEATHER:·---'-----------------,---'--------------------- EQUIPMENT WORKING:. _____ .,.----....,.....c'-,-----'-------------------- :'.:)(o .0 CONTRACTORS WORKING (include Superintendent and/or Foreman ):..,,f_'J;_/L=' ·1~(..:.:~=,.'.";-s'-J-'S"-:,;;_,.J. __ --=(=--./....:h..:..fr..,__---,_,· ..)::::./i:..:J.;;_ ______ _ BACKUP DOCUMENTATION ATTACHED: NO_._ YES_._ NO. OF PAGES: __ _ TI'PE: _______ _ \ This report is intended to pro\'i<le preliminary gcotechnical field information to rcspon~ihlc site pcrsoni1cl as ohscr\'ed h our rcpre~cntati\'C. The information provided may not he all-inclusive and is suhject to ·review or modification hy our engineering/geology supervisory slilff. cc: _________ ___,_ Emp. #: I fl; .5 ·2..,_ Hours: Z, 5' JOB FILE Of: _________ -'------'------------- Rev. 3/97 LAW /CRANDALL A DIVISION OF LAW ENGINEERING AND·ENVIRONMENTAL SERVICES 9177 SKY PARK COURT, STE. A SAN DIEGO, CA 92123 619-278-3800 FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT ms No.: ?02>c'O, o. root PROJECT: s-1112-tNT Y<---'S • DATE(S): I~/ eCJ I LOCATION: kf GD ~. f PrJ-.~ C.:~-~_t"'-yl-D t( r-c· , ---...., ~ '] .., ,:) ..) l-'--;, > FIELD REPRESENTATIVE(S):._...sa:5'-"-l-'--rz2;i}.e::::.?:s;;.._ -=~:::____;r::..6..,;,Ki=~=--L~r-_,.c'-'-b,,,J..::..,__I __________________ _ (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: D Mass Grading D Building Pad D Slopes D Pavin<> / e 13" Utility Backfill D Wall Backfill D Landscape FOUNDATION/SHORING OBSERVATIONS: ~ead Footing Excavation D Drilled Piles D Driven Piles D Belled Caissons D Shoring 0 Other ___________ _ SUMMARY OF OBSERVATIONS:__,,O""-"'-='-'c..:....::::......-J.:;=--~Z.!:;.:~::.==~~"--·~.i..=.,:,:.... __ "..;· --:..1..·-_.....J.t'./4~1L./1....:L=.1!.-.1:.__-!._f__,L.1J....t::::::.c::::..1-..I...:::.:..:==-t- (_"?rcJ.../.PrJ--,. ~ ·,t)lll/1 .. rJ .-c ,--/I -, ,.) f /\) i::;--":_--:> 2-<:, .,,-,:-/ " . ui.1 .1 I.'\/"~-._--::, WEATHER:._~,~=~~N~1t_J~---(---'-~----~-----'---------------------- CONTRACTORS WORKING (include Superintendent and/or Foreman): /J?u{:;'(t!:.,r.Jf::;;,,l LP.·f/0:yJ If... ,, /JI_, /.-; ~ ,:--;:, /1 ' L'LJ:..,._-t._,, %,cl:: . fr..-,__ .' ./2~ r;: f .-:...,.F [ t BACKUP DOCUMENTATION ATTACHED: NO_ YES___ NO. OF PAGES: __ _ TI'PE: _______ _ This rcpi>n is intended to provide preliminary gcotcchnical lield information-to rcspon~ihlc site personnel asoh~e1Yed h} our reprci,cntati,e. The inli1rmation provided 1m1y not he all-iriclusiw and is suhjcct to review or modification hy our engineering/geology supervisory stafl . cc:,~--,------,---'--- ..1,,,,...,,-/-'.j.-:,,;rj ---:---,, By: [_)jJqJh:;:, C ,/.'t.:.d--M-(\. ! ,1~ : (print name ~;iJ)1, · , 1 I/ . . --I \..,_ · · h. .r;J '., 111 _.,,-Venficat1on By: . / · ~ . ~ 1.-'-.1 It· f.,,,o' -Of: !II! /J ~Y7 JQB FILE 1sf32,,,,,, Hours: __ l_{_~t_:; __ _ Emp.#: Rev. 3/97 LAW /CRANDALL 91n SKY PARK COURT, STE. A SAN DIEGO, CA 92123 619-278-3600 A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB No.: -70300, o ,eeD R PROJECT: 6/i2.,rJ--:---1-l~ oATE<SJ: , / 2-~ I 00 LOCATION_· ---=-2,/..;...-=-b~D--' _ _____:)J;s___;_;:::.--.,_f}_'fl-1-.---'-~----=--...:::2:>~----'-----"'C/4.:;_;_. ---'-,e_ . .::....rc-==o~.//10...:...._ ____ _____;;J1fc,!__~wt 1~-'=2-L:£...LL.J:...:~==::...- FIELD REPRESENTATIVE(S): ::5n;}J~ ~ L.:J?rJ (list all L!lw/Crandall personnel on project) GRADING OBSERVATIONS: D Mass Grading D Huilding Pad D Slopes 0 '3:ving G"'Utility Backfill 0 Wall Backfill P landscape FOUND~TION/SHORING OBSERVATIONS: G"spread Footing Excavation D Drilled Piles 0 Driven Piles 0 Belled Caissons 0 Shoring 0 Other ___________ _ ?Z tr,~ f!Jr:,T{i:'f') £Y D0,J&--" -I /2.,-,1 , '::) ·1, o M,rfft7,rJ Ce-p .... f (.~,?:: /llf,_-L. Ct££1S tp.<,, .f>W:l---£lq,..1~C:.L&a -re> ,-S;JE, WEATHER: MvJ µ'Ji) I;:. + fi,.JC1i'..'J {_;::- rr1--',. . -J i.,,, /2--J l,j/L-L-- EQUIPMENT WORKING: /4:1 ~ ; ;)I 0 () (lvj.,01--/z__- ~ ?iftF lr-j fi'[lt;,..J l1/.~()7Pr/.-I /r,"v:"1 /),'-;<..[,-1.-::f::, 5c:,,, '--~"') l-i/3e:,' -h /V1/:I rli. 5 ;. /¥ 74;_S t , .I,); -• ·, -~ . , ./.:_ _ _.. < ,' ,.,-I/ .-:;--;, ./,"),r,-,_. ,,-, /J • _,..,-_,., r,-, --/.1 /1~,-\;j~1i!i:.(.· {_ ().",•.f 'lt,.'(I [U0e"-.") f.ld• 1,,,I f...½'--';).; C ,._;,t_;;, f I(:;-. {In?' /J f'. J J,,/,) f /,:) -:)T('_i,t.l.. { . [.A!'/illLi;.') C:. , CONTRACTORS WORKING (indt1de Superintendent and/or Foreman): J1J~-ytfN<;;;J : ~.,y-!- BACKUP DOCUMENTATION ATTACHED: NO_ YES_ NO. OF PAGES: __ _ TI'PE:. _______ _ This·n:pon is intended to pro,•idc preliminary geotcchnical field inform,llion-tQ rcsponsihli: site personnel us ohscncd hy our rcpre~cntati,c. The information provided may not he all-inclusive and is suhject to review or modification hy our engineering/geology supcn•isory stall cc: ________ _ . JOB FiLE Rev. 3/97 Emp. #: 1rf.5 v ,I -, Hours: q-.,i-, LAW/CRANDALL 9177 SKY PARK COURT, STE. A SAN DIEGO, CA 92123 A DIVISION OF LAW EN!31NEERING AND ENVIRONMENTAL SEf\V.[Ct:~.1:,. ~,>t~{:}'r ._.~ -J 619-278-3600 FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.: Jq.'3BQ.D. GO:)~ PROJECT: .::5ff!..t;;JJ f~"::J DATE(S)· '/ v-t-loo d qc.., /)-? ~l':) )~ LOCATION: ~t ~ 0 L¥:::, f 1t1-~ ~~ FIELD REPRESENTATIVE(S):_...l~;;...L,~t,::.1. _-e:-."--.s..~~=t,..;=;:;r:..::-ir-J:..<...:..,....-------------------- (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: D Mass Grading 0 Building Pad 0 Slopes o~" ~Utili; Backfill 0 Wall Backfill 0 Landscape FOUND.5JON/SHORING OBSERVATIONS: @"spread Footing Excavation D Drilled Piles 0 Driven Piles D Belled Caissons D Shoring D Other __________ _ SUMMARY OF OBSERVATIONS· Or-.151!7.C TP TI--~~ .1'1z>(o ~JG ~[R_t u:>7-- / Yfr./c,,f-f:tlc:,K' Nt.L-. . .. 'Stoow~Ltb. ~rl~ J-&rm./lf}t:,,rt,lC:, ~1r-AQ1rJt 6~Q Sts. .1N ~.{?_ UYJ'J1??<--1bL IS) ~,;J(,., IU«21-Lc.Ul ~$111E ~.,/~ &rt-'>{ Ille._ /}.u r 'f/4frl::d± 13 .. f. 10 {uruu 1Zf,J:>~d f;w IE. 610c e~(x!--'::> 6t071 + UtJy;M,,.b AfO 12k:>1S m(tt.r J46. ~s .. SUMMARY OF TESTS: _jf-/. Cf_. c'j J; ?;, £L 1 -fF k €_ tf 5 7~ /.:<-, .tr-,_) r2_ t}J.,.-C/o /!(._. ' ' WEATHER:·------------------------------------- EQUIPMENT WORKING;,__,,·='z....0--=D=------~-------'----------------- CONTRACTORS WORKING (include Superintendent and/or Foreman): /Y?O/!..~oj : ~;::i::,,tf BACKUP DOCUMENTATION ATTACHED: NO_ YES_. NO. OF PAGES: __ _ TYPE: ________ _ This n:port is intended-to provide prclim iilary geotcch nical field information to responsihle site personnel tts ohser\'ed hy our rcpre~cntathe. The information provided may not he all-inclusive and' .is suhject to review or modification hy our engineering/geology supervisory sill ff. · cc:·---'-------,.--Emp. #: Js1'3v Hours: _3.0 JOB FIL~ Rev; 3/97 LAW/ CRANDALL, 91n SKY PARK COURT, STE. A . SAN DIEGO, CA 92123 619-278-3600 A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES FAX 619-278·5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.; 7Gs-)OO •. 0 . Doo '6' PROJECT:....,~_5f:::.....:......;'f.--_,_N_-.... / ------DATE(S)· I /2-1 I Ou LOCATION· 2--1 &? D /JY.:::, f~ CAC,J-~t:--A-0 :/t rr 1 s-2-1 FIELD REPRESENTATIVE(S)· ~,£ 6i£(._.1J ~ (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: D Mass Grading D Building Pad [J Slopes D Javing 0' Utility Backfill D Wall Backfill 0 Landscape ,l FOUND5PON/SHORINGfaBSERVATIONS: @'spread Footing ~dvation D Drilled Piles 0-Driven Piles D Belled Caissons D Shoring D Other ___________ _ SUMMARY OF OBSERVATIONS: Op.\;> l~ jZ) Q6b(£_J<f-UG\t.2 I 0'---"-'::> r.::-1~A'ft c..~ :'::. (v.:Z, fooJ7~-, .A,to. wCi4/)cf-(bb1n1~) 196--::r:1,,-J r?~ /';t3(1?:u.,~ t1,}< i!U4-/ 0,2,2/477/-Jc ~x1C,,.J1 tJJ_, uA:'.::>u. t ,A/:::)L'-~-(YY-MYt'-1 /'rt,_ / ,,J /'.)R._£-(-j ifr I!. <AJ £·-A-'ilf r:, .. c :::,--,> _,J &,. , ,~cr-o //li,S,pC: A-Ceoc£C~ 5,.-;Jet-lc7Z,R.£' ~ C/.JJ-.A. fl• S6.1'.hJ CY1( <f_ -C ;-,J r 1](:,t.-c.c.. ,Z. 1-,£.£ L S H l l .t:..-0 1t) ~Y>"'\ 1 "StJMM-A-R't OF Tcs=f-S: 67-,,,_ /:;c,.::;;,..Jc.,.. e1-C:z)P71,,,.,-J //.J,·v--r 3 :Y1C-K 6hlt-%/ c .. L £>6ki_,C__. /,4~,?,Y) /I/:?':. ' . / /J (,.-•,,, /,/ '/~ /-',-,-vY>A:-'.l').-_P ,I,-.,,_-.,-.,:;, ,,.-/ /' • -~ • .-,. t • -<=' ./.7/1 c,.,_1/nf"i.~/.-f ttr {,A-tt;·IJ{;C:: 1P f--,¢'-7?/<..v~ f-C,;t'/l"ZN~,:::-~ '-1-,::)JJC-?1,/v(.. It,.~ = r.3/(._ c-,U:'.:/}-,.,.J &·pt,/ t: <.Jl--«-1--A-'---. WEATHER:·------------------'----'------------------- ,,;: EQUIPMENT WORKING:._'-""--=·'-='--=----''-------"-"---~------------------ CONTRACTORS WORKING (include Superintendent and/or Foreman):/Ytl..il'ft:.JY' ~ ; {'lfz 6 ::0.1-J BACKUP DOCUMENTATION ATTACHED: NO_ YES-_l__ NO. OF PAGES: __ _ /' TYPE: kf (n'1 3D3 This n:port is intended-to pro\'ide preliminary gcotcchnicaHield inlor'mation to responsible site personnel as ohserYed hy our reprcscmatiYe. The information provided may not he all-inclusive and is suhjeet to review or modification hy our engineering/geology supervisory staff. cc:._--'---'----- JOB FILE Rev. 3/97 By: . c~:::J&.- (print name an Of ... ··'----------------------------- Emp. #: / Sf:.:-?, V Hours: Q .. C? LAW /CRANDALL 91n SKY PARK COURT, STE. A SAN DIEGO, CA 92123 619-278-3600 ·A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.: 1o&;D:O-OQO~ PROJECT:_::5=....,f ..... R='-,.S:-'\'------DATE(S): 1 /z.o/ Ou LOCATIO: 2-lfoO . f.r,r6 {)~~ G-~r-~(2-/-t:D it? r 7 J ~ '7 FIELD REPRESENTATIVE(S): . :;5su;;Jc;2 ~c.:7orJ (list all Law/Crandall personn!'l on project) GRADING OBSERVATIONS: D Mass Grading tJ Building Pad D Slopes O~g O"utility Backfill D Wall Backfill 0 Landscape FOUNDATION/SHORING OBSERVATIONS: ~ Footing Excavation 0 Drilled Piles 0 Driven Piles D Belled Caissons tJ Shoring D Other_~--------- SUMMARY OF OBSERVATIONS: i9.,J_:>1n.::: tO . (D€6t 1Jrti--\ . C<n:::r,~Ac_,a-g___ /pJO 4-:-.?z.J1GcJ UC17tJ; (< . tedQ ~ , 61D1!15i c '--/:.bl ~ .. · 1 6D 1~ ~ U-/2-e·1 , .r-b4 o O e::7frt c 10.,t!;,, J)D&J£l-~ · Cu e.se.e .. -..-f tJct.£-r_._JPrf t<--AJ or:-6-'fcA-.JA7C-;::) ~//,-J~-:5 .6r-Jc1~. .4 fr_c.z-J 17::bP--r iY/1~5:Y; a O<£C.~.¾ z) • '~ /4111t«-jC:Cu,t:.-11'/ vJ0r-J--&,c})'\I& ;Jo.z1u 6,0£ /Yl1t ~ r ;J,w~. UJ-CrJl, UJLA:17v'?J--J f:£_,,J,~t.J60 {)t,1.,<i .. 10 A::{;;stf)t.lf.' ,J---( .")/..tYf ~ 4,,_} /) ;3furJ /)t (2,,1-+. SUMMARY OF TESTS: __ --'---,------,------------------------- ,.,...--, ,_,, ,-, / , L I /Yt.:..1 . .::: [t>:-f·d l ¥ /) WEATHER:_~--..,.a.----~--,--,---------------------------- EQUIPMENT WORKING:,--,-------------~------------------- CONTRACTORS WORKING (include Superintendent and/or Foreman): . ...,(Y)-'--, -'-t; _e_-'lc;::e-_,;;;J.....;:_;5::.,c.;:;:,..,_~ __ ......:::C,%=-.!...L!ff...:c_.,S"-"-/~.,__ _____ _ BACKUP DOCUMENTATION ATTACHED: NO_ YES_._ NO. OF PAGES: __ _ TYPE: _______ _ This report is intended to.provide prcliminary·gcotcchnical iield information to rcsponsihlc site pcrsonnd as oliscned hy our representative. The information provided may not he alHnclusive and is sulijcct to review or modification hy our engfncering/lc!eology supcn'isory staff. cc=------'-----= Emp. #: / 51'3 )_ Hours: _ __.lf._-_D __ JOB FILE Of_·--------'-------------------- Rev. 3/97 • ~ LAW LAw'GIBB Group Member Ja. Set ID: 200033230 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 CONCRETE TEST Rl:PORT Client: Project: MIXID: M:A. Mortenson Sprint PCS 3032502 MIX DESC: Concrete FIELD INFORMATION DATE SAMPLED: 2/3/00 BY: ChristopherW. Gallup TIME BATCHED: TIME SAMPLED: 4:00 PM BATCH PLANT: Hanson/Carlsbad TRUCK: 389 DATE RECV'D: 2/4/00 TICKET: 169469 DA TE: 3/3/00 JOB NO: 7030000008:01 :820 SPECIFIED STRENGTH: 3000 PSI FIELD TESTS SLUMP, INCHES: (ACTUAL) (SPECIFIED) 3 LO: 0 HI: 0 AIR CONTENT %: NP LO: 0 HI: 0 UNIT WEIGHT, PCF: NP LO: 0 HI: 0 AIR TEMP, °F: NP LO: 0 HI: 0 MIX TEMP, °F: 64 LO: 0 HI: 0 COMPRESSION TEST RESULTS CYL.NO. DIAMETER AREA DATE TEST AGE MAX.LOAD COMP. FRACTURE (IN.) (SQ. IN.) TESTED (PAYS) (LBS.) STRENGTH TYPE {PSI) C1 6.00 28.26 2/10/00 7 66500 2350 A C2 6.00 28.26 ':,/2100 28 87000 3080 A C3 6.00 28.26 3/2/00 28 86000 3040 A C4 6.00 28.26 R I UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 ' DENOTES CURED IN FIELD <« DENOTES LOW COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE is INDICATED BY LETTER: (A) CONE (BJ CONE & SPLIT (C) CONE & SHEAR (DJ'5HEAR (E) COLUMNAR FRACTURE TYPE.(P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C:>1231) AND THE-SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: Grade beam along Cline from 6.2 to 6.8 REMARKS: Sampled at 9.75 of9.75 yards. P#: CB993256; NOTE: Reserve cylinc;ler discarded . DISTRIBUTION: M.A. Morten·son, 0aniel Stayton· RES/iLL Y SU~MITTED: JJJ David C. Wilson, RCE #54734 Senior Engineer DAILY FIELD REPORT I AM AUTHORIZED TO PERFORM SPECIAL INSPECTION IN THE CATEGORY CHECKED .. LAW/ CRANDALJ,. A DIVISION OF LAW ENGINEER/NG & ENVIRONMENTAL SERVICES, INC. JOB # 7P _? 0~ o. owB 9.177 Sky Park Ct. •Suite A •San Diego, CA 92123 (619) 218-3600 •FAX (619) 21a-s300 TODAY's DATE P..i"-&..2-00 0 CONSECUTIVE REPORT NO. 12" FOR WEEK \=-' ENDING D STRUCT. STEEL ASSEMBLY D DEEP FOUNDATION D SPRAY-APPLIED FIREPROOFING @ ~REINFORCED CQNCRETE D PRE-STRESSED CONCRETE D REINFOR~ED MASONRY 0,0THER __ .,..-______________ _ JOB ADDRESS ;;J/~& LAS /'AL/1:lf.J iJ;e. 0 BUILDING PERMIT NUMBER CB'?t:73.2.S-~ @) I PLAN FILE NUMBER @ OWNER OR PROJECT NAME SP.RIAi T /"C~ <t © APPLICATION NUMBER @ ·CONSTR MAT'L (TYPE, GRADE, ETC.) @!·DESIGN 01 SOlfRCE @ ARCHITECT ~/),A/C/2.i:.7E /~r"OAA I STRENGT~..-'!S'/ I OF MFG~,A/ C..,;1~L:uL._J_,I? A_D~,,Y.ITaTPAL. @ DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) · ® ENGINEER @ /d~?Y/?. -AfT/1 fi6/..S-6,,e6o --~t/cf/4P..eui'l-=.W~--L>.==-:=-~./"3.=£~V.~'/c.::.:..:?e.:::._ _______ --=-l GENERAL CONTRACTOR @) C 0.PC/2c.ZE IV X At:;-:J' ltrA/ Jp.J"J' .f'VO /4~oA..l Mt7/e Tai So,A/ t"at/JM- . . 7 . ' CONTR. DOING REPORTED WORK @ INSPEC-@?-AAFW/JJ.@s DETAILED TION TIME, REPORT DATE DEPARTURE OF WORK TIME INSPECTED . LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS. PROGRESS, REMARKS, ETC. St1/T-f Ofi/?..S/1) Y-~ L.lf&:wJFJe.S @ tJJ-t'J.2 / 'I1 'f:" A/U'n.1t---n. P.AI S.ITE Fp,R. Ca,../77.NH.PH.s'. .f_,PEC/;,11~ /.,,uf,/>EC.T/IJA/ t9r C OAlc:,e~-;n:_- AAC~LAIT &F' &AS7 r'AR.K/Alt;·. £197 h-...7c'/l"f.t::70< SC.4~A/ u.,ut,,t.L ' LA/Jr'c."'O:."D P,~A -7?" ./Al ~cco.;eL>,;,,Alc~-/u/T# k-TAI~ b/35-0/. , L"l,R C',-»Vl::"tJ A.AIL) /AI.S~i:"CT~"'Z> ./'MCv-t'J::A/T tOF Y? Ctt "'.../4-C0.1Vkl::./& UNLESS OTHERWISE N0TEO, TO THE BEST OUR KNOWLEDGE, THE OBSERVED WORK qONFORMS TO THE APPROVED PLANS ANO SPECIFICATIONS, ANO THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. , INSPECTOR/TECHNICl~A L A. /IEAIS#AW SIGNATURE ___ ~ DATESIGNEo&J"~P..2 100REGIST~ NO. ,.//J9'7t~ ·~ -~!3 ~EWEO BY , /} -r-fl T:.. I .,, L._.-;. 7 -r"j -PJ/ -, (Y11 _ f ( / V \/...., vy/pr--~ -- LAW/ CRANDALL A DIVISION OF LAW ENGINEERING & ENVIRONMENTAL SERVICES,.INC. 9177 Sky-Park Ct.• Suite A• San Diego, CA 92123 {619) 278-3600 • FAX,(619) 278-5300 JOB # 7 0 °:>Q:::x::)00 0 8 z.,. -z.C:,. co TODAY'S DATE _________ _ DAILY FIELD REPORT r.'\ 'CONSECUTIVE \.!I REPORT NO. '2' FOR WEEK \:./ ENDING /oo I AM AUTHORIZED TO PERFORM SPECIAL 0 REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING INSPECTION IN THE CATEGORY CHECKED. 0 PRE-STRESSED CONCRETE 0 DEEP FOUNDATION 0 REINFORCED MASONRY 0 OTHE!\ JOB ADDRESS 0 BUILDING PERMIT NUMBER ® l PLAN FILE NUMBER ·z.11:,0 L../15 f>A/~A:5 L"B c,o-3 -z.S.E:> OWNER OR PROJECT NAME 'CD APPLICATION NUMBER SOJ:i?UJ r P_c::. .s. CONSTR. MAT'L. (TY?\:, GRADE. ETC;j ©I DESIGN 01SOURCE @ ARCHITECT . . STRENGTH OF MFGR . ~.4..:RillZ> . . DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROb, ETC.) @ ENGINEER ~ .f'~ Al/_ ~R<:Sf.t> Wll\c1,i.-....,,.. p '8 e,vlc::,e GENERAL CONTRACTOR µ: J h.' f.\ '( '~ ~r -M .. A,. MoR~S'oJ.J CONTR. ·DOING REPORTED WORK INSPEC-@ ARfWAL@ DETAll:EO LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. TION TIME, _ REPORT [)ATE DEPARTURE OF WORK TIME INSPECTED Z,2~ 7'o/ :z?Al.S~==-~ J),E: e'AOY:Yl ... ,-Jc, n~ ~ Pit[ ~es0> V I l . I t f./ lo a::J~rE ~t~ toll( ile /Vt..-u.J c,t:,t/q:,Ht:X hold /::t:,~11. tlole'> 1/J~ 'PRilJEit> ib --l:>~71, 7JtGUIO 81~,v/ &=u~ d) -, H ;c/..t ~t" /~a I f { t" /at,t.J; .. . ,~~~ <-1'!:.~ th llf-o1-1~er ##-~-I 14-lt{ Th (Ze::,6;> .. Le c 4-/iiJ,.; 1 o * fµC)JZ!(( lvlF-. ~t-tlt,,tr-~,~.:~t~i( 6-, t,voi<-4-/q,< r.. ltf-b fO 1-il_lA />r;tc,,c Lo ct4--17o 7<S'-,. -f " '" .. -- UNLESS OTHERWISE NOTED, TO THE BEST OUR KNOWLEDGE, THE INSPECTOR/TECHNICIAN KtSv;.i 131:u' ~,~ OBSERVED WORK CONFORMS TO THE APPROVED PLANS ANO SIGNATURE Jt!" -. ~ .... -/ --, ., SPECIFICATIONS, ANO THE APPLICABLE WORKMANSHIP I 7!7:RA:~'14 PROVISIONS OF THE UNIFORM BUILDING CODE. DATE SIGNED 3,3 REVIEWEO·BY ~ ' -~- @ @ @ @ @ @ @ @ @ ·I . I i I ! I ; I ! : ; ! w CHR:ISTIAN WHEaER. ENGINEER.ING DAILY REI>ORT 10300.00006,*·* ProJect Name Project# -:zoo. {}2,~ Project Address Plan File# Contrador . , Architect , Engineer~ 0 Reinforced Masonry · 0 Fireproofing D Epoxy Anchon D----=-='------ W.eather, Date . Time Departed, ·1-~ Superlnten,dent's Signature · Date 492·5 Mercun Street+ San Di.ego, CA 92111 + 858-496-9760 + FAX 858-496-9758 ~ 0t:eN\~ \\j LAW · LAWGIB~ Group Member la. Set ID: 200033269 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 CONCRETE TEST REPORT Client: M.A. Mortenson Sprint PCS 3033500 DA TE: 3/9/00 Project: JOB NO: 7030000008:01 :820 MIXID: SPECIFIED STRENGTH: 3000 PSI MIX DESC: Concrete FIELD INFORMATION DATE SAMPLED: TIME BATCHED: . BATCH PLANT: TRUCK: TICKET: CYL.NO. C1 C2 C3 C4 3/2/00 Hanson/14 350 179647 DIAMETER (IN.) - 6.00 6.00 6.00 6.00 BY: Michael Henshaw SLUMP, INCHES: TIME SAMPLED: 1:30 PM AIR CONTENT%: UNIT WEIGHT, PCF: DATE RECV'D: 3/3/00 AIR TEMP, °F: MIX TEMP, °F: COMPRESSION TEST. RES UL TS AREA DATE TEST AGE MAX.LOAD (SQ. IN.) TESTED (DAYS) (LBS.) 28.26 3/9/00 7 69500 28.26 3/30/00 28 28.26 3/30/00 28 28.26 R FIELD TESTS (ACTUAL) (SPECIFIED) 6 LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 65 LO: 0 HI: 0 COMP. FRACTURE STRENGTH TYPE (PSI) 2460 C UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED'IN FIELD . «< DENOTES LON COMPRESSIVE·STRENGTH. SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYP!,: IS INDICATED BY LETTER: (A) CONE (BJ CONE·& SPLIT (CJ CONE & SHEAR (DJ SHEAR (E) COLUMNAR FRACTURE TYPE (PJ INDICAT!=S CYLINDER TESTED USING UNBONDED CAPS (ASTM C1231J AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: East parking lot screen wall footing; 1" thick, ;3" wide foundation REMARKS: Sampled at 9.75 of30 yards. P#: CB993256 DISTRIBUTION: M.A. Mortenson, Daniel Stayton ~MITTED: David C. Wilson, RCE #54734 Senior Engineer LAW· LAWGl~B Group Member~ Set ID: 200033240 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 CONCRETE TEST REPORT Client: Project: MIXID: M.A. Mortenson Sprint PCS 3032502 MIX DESC: Concrete FIELD INFORMATION DATE SAMPLED: 2/11/00 BY: Kevin R. Brickley TIME BATCHED: TIME SAMPLED: BATCH PLANT: .Hanson/Carlsbad TRUCK: 332 DATE RECV\D: TICKET: 172889 11:·00AM 2/14700 DATE: 3/10/00 JOB NO: 7030000008:01 :820 SPECIFIED STRENGTH: 3000 PSI FIELD TESTS (ACTUAL) (SPECIFIED) SLUMP, INCHES: 2.75 LO: 0 HI: 0 AIR CONTENT %: NP LO: 0 HI: 0 UNIT WEIGHT, PCF: NP LO: 0 HI: 0 AIR TEMP, °F: NP LO: 0 HI: 0 MIX TEMP' °F: 67 LO: 0 HI: 0 COMPRESSION TEST RES UL TS CYL.NQ. DIAMETER AREA DATE TEST AGE MAX.LOAD COMP. FRACTURE (IN.) (SQ. IN.) TESTED ·(DAYS) (LBS.) STRENGTH TYPE· (PSI) 61 6.00 28.26 2/18/00 7 69500 2460 C C2 6.00 28.26 3/10/00 28 93500 3310 C C3 6.00 28.26 3/10/00 28 93000 3290 C C4 6.00 28.26 R UNLESS OTHERWISE.INDICATED, TESTS WERE-PERFORMED IN GENERAl ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 ··DENOTES CURED IN FIELD <«·DENOTES LOW COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE IS INDICATED BY LETTER: {AJ CONE (BJ CONE & SPL_IT (CJ CONE & SHE:AR (DJ SHEAR {E) COLUMNAR FRACTURETYPE {PJ INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C1231J AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: Generator pad REMARKS: Sampled at 10 of 15 yards. P#: CB993256 ; NOTE: Reserve cylinder discarded. Dl~TRIBUTION: M.A, Mortenson; Daniel Stayton RE~ITTED: David C. Wilson, RCE #54734 Senior Engineer ;01/12/00 09:09 ft7609309402 MA MORTENSON la) 002 SPECIAL INSPECTION PROGRAM . . ADDRess oR LEGAL DEscR1P11ON: 2 I 6 () L 11 .r & m /J J" 'lJ/L PLAN CHECK NUMBER: 9 'f -'J 2 f boWNER'S NAME: /'f(Li'1 ,-7' C ./ t as ffie owner, or agent of the owner (contractors may.not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the sit isted above. USC Section 106.3.5 . .X Signed ·. . {_ J.:_ . . . . t as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. I' : '' ' ' ' ,·' 1-. J,.tst o.twork req1.1iring.:sp.•c;laltin•p•c~o,~J ... :: ... ". ....... : ........ : ........ : ... .'.'..i: , ......................... . .¥$0~,s ~qmpJ.i•'1c;_ lf'fior to .. Fo~~dati~~-1.rJSPQ~IQ'1 .. :,,: · Fiel~. vye_l,~Jn.st ... . . .... " .. -R ~tructural Conc;rete Over 2500 PSI High Strength Bolting D Prest~ssed Concrete , .1 : • . , • ~pansionlEpoxy Anchors 0 .. Structu~I Masonry . : , ·, .. ·, , 1... ..... ..1 • · • · Sprayed-On Fireproofing . O.,.Pe1igoer.Spe~1fitt(t : .. , ·.t~,,;. :·,~ · .· .. :;, , ... :· .. :.O.:0ther ·, ·: ·:.,.: : · .,.·.~. 2. Nam~(s) of individual(s)'·or finn(s) ~pon~i~I~ f~; th~ ~pecial inspections listed above: t. · · L ... ,, w · --· Cfl ..... 12~n p· 11-t/c. .... _ ........ .... l t1t< fl r Cu a. "i c.. B. C. , . '• ' . ·: .. v . ·-.; . ' ... ~,1' J .. ' '1.: ...... .' ' ' , .•.. 3. · Duties of the ·special Inspectors for the work listed above: A. Cv,n t(I CC(ua T&.;_~ ,-1=- "~ . B. //f,ii /l ?2 · ilF . , ' '' .... l ...... ,,,,· .• .. ,.. l,, J • ~~1 lnspector.B::sh~II check,in,with the City and pruent'their credentials fo,: .. apPf!Ml.·priar:to.be;iMing wcirk an the job site. ··-·., ,. ·· .. ·.· ... . · ·· .. ,. , ·SIP4997 .,,.\>, .-,.J '. ' .r,... -,I , r ~ '-, , • 1,. ,~, ·.:, ,), • , I ,a , J , I •• , ,, • "::• •••• j .J' ~' .. , ( '-', ' ; ,;;.{ • ~,,,l ,, : . , ,~I ,', ............ ,. ~ • t ' ( :· . .,,Jl-• ·'· .·. ')·,. ' ' ~ • ' ' t '' .... .,,·t ,:,;, ,. I ,·, ,,/4) l/;,t LAW./ CRANDALL A DIVISION OF LAW ENGINEERING & ENVIRONMENTAL SERVICES, INC. 9177 Sky Park Ct.• Suite A• San Diego, CA 92123 .., .. 20~.o.Z (619) 278-3600 • FAX (619) 278-5300 TODAY'S DATE t:) I -..:ZI -tf/t!) DAILY Fll:LD REPORT I":'\ CONSECUTIVE \.!,I REPORT NO. fi' FOR WEEK \!:/ ENDING 0/ I <.I I (!:,e, I AM AUTHORIZED TO PERFORM SPECIAL INSPECTION IN THE CATEGORY CHECKED. .D STRUCT. STEEL ASSEMBLY D DEEP FOUNDATION D SPRAY-APPLIED FIREPROOFING © liJ REINFORCED CONCRETE D PRE-STRESSED CONCRETE D REINFORCED MASONRY D OTHER _________________ _ JOB ADDRESS -ti~ ~A.$ /JAUfAS OWNER OR PROJECT NAME S/>~1AJT PCS J:: N l>IE't(O ..f'JA/1 CONSTR. MAT'L. (TYPE, GRADE, ETC.) JTM 6/S © DESIGN STRENGTH DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) EPbXY ~ l>DW«LS @) PLAN FILE NUMBER @ APPLICATION NUMBER @ ARCHITECT . C,;f.l?/2/LLO A-'lC/-/ (a/201,(/1> /A/<. , GENERAL CONTRACTOR CONTR. DOING REPORTED WORK INSPEC-@7 APiW/'J.. 'fa\ DETAILED .LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. TION TIME, \!!ll REPORT DATE DEPARTURE OF WORK TIME 'INSPECTED UNLESS OTH;RWISE NOTED, TO THE BEST OUR KNOWLEDGE, THE OBSERVED WORKCONFORMS TO THE APPROVED PLANS ANO SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. INSPECTOR/TECHNICIA~~H-A/JNA-W SIGNATURE • ,..,,,,.,,,, o/, ~"'"':i.. Jo9 lfS'l 'I-'f_B REVIEWED BY~ @ @ @ @ ® ® @ /./ DA.ILY FIELD REPORT I AM AUTHORIZED TO PERFORM SPECIAL INSPECTION IN THE CATEGORY CHECKED. LAW/ CR·ANDALL A DIVISION OF LAW ENGINEER/NG & ENVIRONMENTAL SERVICES, INC. 91 n Sky Park Ct. • Suite A • San Diego, CA 92123 (619) 278-3600 • FAX (619) 278-5300 JOB# 7 l).:Jl)D. D. Oa?8 TODAY'S DATE O /-.2 f -t:)O I':'\ CONSECUTIVE \.!.I REPORT NO. '2' FOR WEEK \Y ENDING SI I 8 / 6)0 D STRUCT. STEEL ASSEMBLY D DEEP FOUNDATION D SPRAY-APPLIED FIREPROOFING @ . IB" REINFORCED·CONCRETE D PRE-STRESSED CONCRETE D REINFORCED, MASONRY D OTHER _________________ _ , JOB ADDRESS 'b OI. © BUll:DING PERMIT NUMBER C8't 3;z.S-~ @) PLAN FILE NUMBER ® APPLICATION NUMBER @ ARCHITECT Clt)te LLD DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) #. ,,..rr~ ~;..r 6"~ ,o # i' ZA+ev ? INSPEC-'17' ARPNAL@)s DETAILED LOCATION OF WORK INSPECTED, TEST SAMPtES'TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. TION v.!I TIME, REPORT DATE DEPARTURE OF WORK TIME INSPECTED UNLESS OTHERWISE'NOTED, TO THE BEST OUR KNOWLEDGE, THE OBSERVED WORK CONFORMS TO THE APPROVED PLANS AND SPECIFICATIONS, ANO THE APPLICABLE WORKMANSHIP PROVISIONS OF THE.UNIFORM BUILDING CODE. @ @ @ @ @) @ @ LAW LAWGIBB Group Memb~r Ja. Set ID: 200033230 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 CONCRETE TEST REPORT Client: DA TE: 2/11 /00 Project: JOB NO: 7030000008:01 :820 MIXID: M.A. Mortenson Sprint PCS 3032502 SPECIFIED STRENGTH: 3000 PSI MIX DE$C: Concrete DATE SAMPLED: TIME BATCHED: BATCH PLANT: TRUCK: TICKET: FIEL,D INFORMATION 2/3/00 BY: ChristopherW. Gallup TIME SAMPLED: 4:00 PM Hanson/Carlsbad 389 169469 DATE RECV'D: 2/4/00 SLUMP, INCHES: AIR CONTENT %: UNIT WEIGHT, PCF: AIR TEMP, °F: MIX TEMP, °F: COMPRESSION TEST RES UL TS CYL.NO. DIAMETER AREA DATE TEST AGE MAX.LOAD (IN.) (SQ. IN.) TESTED ('oAYS) (LBS.) C1 6.00 28.26 2/10/00 7 66500 C2 6.00 28.26 3/2/00 28 C3 6.00 28.26 3/2/00 28 C4 6.00 28.26 R FIELD TESTS (ACTUAL) (SPECIFIED) 3 LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 64 LO: 0 HI: 0 COMP. FRACTURE STRENGTH TYPE (PSI) 2350 A UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED IN FIELD «< DENOTES LC/W COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTl!RE TYPE IS INDICATED BY LETTER:.(A) CONE (B) CONE & SPLIT (C) C0NE & SHEAR (D) SHEAR (E) COl:.UMNAR FRACTURE.JYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C1231) AND THE SKETCHES OF TYPES.OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: Grade beam along C line from 6.2 to 6.8 REMARKS: Sampled at 9. 75 of 9. 75 yards. P#: C8993256 DISTRIBUTION: RESPECTFULLY SUBMITTED: ~ David C. Wilson, RCE #54734 Senior Engineer DAILY REPORT Project Name Project Address Contractor· ·w CHRISTIAN WHEELER. ENGINEERING . Project# '2-CJO~ C,, 2_~ Architect Engineer~~ D Reinforced Masonry .D Fireproofing Plan File# D Epoxy Anchors o _______ _ Hours Charged: ·y knowledge, in compliance wit the approvE:d plans and specifications. 5rft . 6'( ot,l5 ' R'eg. # Superintendent's Signature Date 4925 Mercury Street+ San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 \\.J Project Address Conti'ac:tor w CHR.ISTIAN WHEaER. ENGINEERING ·, Architec:t D Reinforced Masonry D Fireproofing Time _Departed: J-: 6i Plan File# D Epoxy Anchors o _______ _ Hours Charged: ' Date 4925 Me-rcury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 ~ 0t-= c,oy-\~'oekd LAW · LAWGIBB Group Member Ja. Set ID: 200033228 9177 S!<y Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 . CONCRETE TEST REPORT Client: M.A.. Mortenson Sprint PCS 3033500, DA TE: 2/29/00 Project: JOB NO: 7030000008:01 :820 MIXID: SPECIFIED STRENGTH: 3000 PSI MIX DESC: Concrete FIELD INFORMATION FIELD TESTS DATE SAMPLED: 2/1/00 BY: Steven L Skelton (ACTUAL) (SPECIFIED) SLUMP, INCHES: 5.5 LO: 0 HI: 0 TIME BATCHED: 1:55 PM TIME SAMPLED: AIR CONTENT %: NP LO: 0 HI: 0 BATCH PLANT: Hanson/24 UNIT WEIGHT, PCF: NP LO: 0 HI: 0 TRUCK: 381 DATE RECV'D: 2/2/00 AIR TEMP, °F: NP LO: 0 HI: 0 TICKET: 167815 MIX TEMP, °F: 71 LO: 0 HI: 0 COMPRESSION TEST RES UL TS CYL.NO. DIAMETER AREA DATE TEST AGE MAX.LOAD COMP. FRACTURE (IN.) (SQ. IN.) TESTED (DAYS) (LBS.) STRENGTH TYPE (PSI) C1. 6.00 28.26 2/8/00 7 60000 2120 A C2 6.00 28.26 2/29/00 28 78000 2760 «< A C3 6.00 28.26 2/29/00 28 78000 2760 <<< A C4 6.00 28.26 3/28/00 56 UNLESS OTHERWISE INDICATED, :rESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CORED.IN FIELD <« DENOTES LOW COMPRESSIVE·STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE IS INDICATED BY L.ETTER: (A) CONE (BJ CONE & SPLIT (C) CONE & SHEAR (D) SHEflR (E) COLUMNAR FRACTURE TYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C1~1) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: Inside bldg, various slab replacements over elec.conduit REMARKS: Sampled at 9. 75 of 9. 75 yards. Client notified of low 28 day breaks; holding 4th cylinder for 56 day break. DISTRIBUTION: M.A. Mortenson, Dani~! Stayton RESPECTFULLY SUBMITTED: jl ~#::A n-1"!r .. , ,,t_ David C. Wilsc>n, RCE #54734 Senior Engineer LAW /CRANDALL 91n SKY PARK COURT, STE. A SAN DIEGO, CA 92123 619-278-3600 A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVl(;ES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.: 70 3'!>0 Q. 00<>8 PROJECT:SPl?l"->1" HCS DATE(S): 3-)·00 LocAT10N: 21<=,o L.t\S p,it,.(19-S. ,a.12uB~C . I FIELD REPRESENTATIVE<S>: $TH/IIJ w~~,..,._ (list all Law/Crandall personnel.on project) GRADING OBSERVATIONS: D Mass ·Grading D Building Pad 0.Slopes D Paving D Utility Backfill D · Wall Backfill D Landscape FOUNDATION/SHORING OBSERVATIONS: ~ Spread Footing Excavation D Drilled Piles D Driven Piles D Belled Caissons 0 Shoring ~ Other-1.!M-""'<C!:~...i'.5l--______ _ SUMMARY OF OBSERVATIONS:J'/i"'" ~ffr dl'Jo "'14 ~{4 l.iYAtl ~/1k.Jti A-bA.J,& EASr AA.JD )./o~r_J( ?@I'd.£ /1,vvs. 11:1" l/4A.'f'H $A.Sf" t'fJR1t.>lr/l-APJ>/lp(/ "81#.d-l /)l,e~<:f/ol() ./'e>/~ IS .SorTAVD .$Ml1Jta /JY2~lllrD A/1/7,4.0f. 8 ,r 7o /'7.,t.r? .$'~,l* /Af>lt),& #~Tl/ l,t.);,.J/ /ST /S1 r~ lvr$'T 1o l/~,- ?@8t-!) MllH, t?ur /2JI.IN JvlJ-71,dZ. J',fht.1l/J Jlrllet&vtr/), ,::-A!:>O/l)6 /ICJ ..{JJ.1() ,IJ..er-J.::-,. . . ~·8r;.S' ,#;~ .,,...lJ~y/KLJI~ AltJ/t?J,tb '4, ,Pt,M1,; /l.1111(~~ S7crvl IN&~. (f./oTlsD ~I( $~I) /If ,$/Ti$ Ta .t:J0$kllt1Ji_ 7iN/rlSA)l,v(, o~ g-111It. ,C/lJUf'J:t'e'~1?o,e.)8ot7:t,, ~MMARY OF TESTS~ ;r&F.p ~/4...-o /)IL> AA;,~K, ~IS,/1.,t/,rD &tr.r AT t'l'~Jr ls e t./.:1 d-S-,B Al..rc ' ?IV4. De..£ 2 ' S:, 8 I,. '2..., "Tit%1{T~HIFD A.0/2 7i,g~utr Llr(7,o HI/Ult4(VM ~ I Ptr/Z... 17 · · · ~i,t:;7/t:>.IU. (!).l{Str/ll/JJ'!) Al)/)17i~~4l (t:>V~LJi8P..S j'JJI.)/> ~ND All Ett>l,1"'.J A/Pa-,+/l. 776//1; ~J?.&v.,,., r1ar10 /fillll.HL>tt' Oif" / BeJ'tz Art ,411 B:1/:?,str.P sr1rrt. '1'~;cJ2Tr:,7):)/lfJ:S ~ W£ATIIER Gu~.12 z~~rs 7o Mrr.rr Ml'V/Hf./M (~l'"W Rtnlu/llfll!'J..}T.s, EQUIPMENT WORKING:, ___ ~------"----------------------- BACKUP.DOCUMENTATION ATTACHED: Nd_._· YES_. _ NO. OF PAGES:. ___ (2PE•, _______ _ Rev. 3/97 LAW LAWGIBB Group Member Ja... 9177 Sky Park Ct Suite A, San Diegoi CA 92123 tel: 858-278~3600 Set ID: 200033216 CONCREfE TEST REPORT Client: DA TE: 2/23/00 Project: JOB NO: 7030000008:01 :820 MIXID: M.A. Mortenson Sprint PCS 3032502 SP.ECIFIED STRENGTH: 3000 PSI MIX DESC: Concrete DATE SAMPLED: TIME'BATCHED: · BATCH PLANT: TRUCK: TICKET: FIELD INFORMATION 1/26/00 BY: Christopher W. Gallup TIME SAMPLED: 11:30AM Hanson/Oarl~bad 379 DATE RECV'D: 1/27/00 164982 SLUMP, INCHES: AIR-CONTENT %: UNIT WEIGHT, PCF: AIR TEMP' °F: MIX TEMP, °F: COMPRESSION TEST RES UL TS CYL. NO; DIAMETER. AREA DATE TEST AGE MAX.LOAD (IN.) (SQ. IN.) TESTED (DAYS) (LBS.) C1 6.00 28.26 2/2/00 ·7 · .... 62500 ·c2 6.00 28.26 2/23/00 25· 80500 C3 6.00 28.26 2/23/00 28 79000 C4 6.00 28.26 R FIELD TESTS (ACTUAL) (SPECIFIED) 4 LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 62 LO: 0 HI: 0 COMP. FRACTURE STRENGTH TYPE (PSI) 2210 A 2850 «< A 2800 <<< A UNLESS OTHERWI!,!= INDICATED, TESTS WERE-PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 ' DENOTES CURED IN FIELD <« DENOTES LOW COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURETYPE IS-INDICATED BY LETTER: (A) CONE (B) CONE & SPLIT (C) CONE & SHEAR (D) SHEAR (E) COLUMNAR FRACTURE TYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS {ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE POUR LOCATION: 2hd lift oor infill along 8 line between D & E . J REMARKS: Sampled at 19.5 of 39 yards. NOTE: Low 28 day breaks; samples appear extremely sandy & contain disintegrated granite. Holding 4th sample for 56 day ~ak · DISTRIBUTION: M.A. Mortenson, Daniel Stayton David C. Wiison, RCE #54734 · Senior Engineer • -· _ _ _ . __ -··· ... -~-..-·--·~+----~---·----~----_,. -r, 135 i\ ' COMPACTION CURVES \ ' ' \ ' \ DATE: 1-24-1900 ·\ ' \ ' PROJECT NO.: 70300.00008.01 130 l ' \ \ PROJECT: SPRINT l \ ' Test specification: \ 1 \ ASTM D 1557-91 Procedure A, Modified ' , \ \ 125 \ \ \ \ 100% SATURATION CURVES ' . l \ l FOR SPEC. GRAV. EQUAL TO: \ , \ 2.8 1 \ ,. 2.7 \ ' 2.'6 ...... 120 0 ., \ .\ 0. /"" ... , .t' r'\ . J \ >, '-... I l, \. ' \ ' •- Ill \ \ C 115 -\ ' II 'U \ 1 \ >, \ ' l... 0 \ 1 \ · 110 \ ' \ \ \. \ ' ' '-\ \. \ 1 105 · ' \. \. \ \ 1 " ' \ \ ! I\. ' \ 1 I\. \. \. 100 \. '-I\. 0 5 10 ·15 20 25 Moisture content. % NO. LOCATION AN~ D~SCRIP~ION REMARKS • LAB #10582 TAN SILTY SAND MAX #1 C NO. LL PI NAT. M()IST %< No.200 MAX. DRY DEN. OPT. MOIST. • ·.•· 119. 0 pcf 11 . 0% LAW/CRANDALL Fiqure No. LAB#10582 ; ===~-=======--------------------===--------=====-------------------------------MOISTURE-DENS'ITY TEST DATA DATA FILE: 436 =====---============================ "====·===========---===============---====== Date: Project no . : Project: Location 1: 2: Remarks 1: 2: 3 : Material 1: description 2: Elevation or depth: Fig no: uses classification: Natural moisture: PROJ;ECT DATA 1-24-1900 7 o 3 o o . o o o·o 8 . o 1 SPRINT SPRINT LAB #10582 MAX #1 TAN SILTY SAND LAB#l0582 SPECIMEN DATA No.4 200 sieve: sieve: AASHTO classification: Specific gravity: Percent retained on Percent passing No. Liguid limit: Plastic limit: Plasticity index: ______ 1 _______________________________________________________________________ _ TEST DATA AND RESULTS Type of test: Modified, ASTM D 1557-91 Procedure A 118 117 116 115 114 POINT NO. 1 WM + WS 3761 1--+-.<;._-+----+-'----+-___;---1 WM 1865 WW+T #1 982.20 WD+T #1 922. 40 1--+-+--+--+---+---t-.---~ TARE #1 184.50 8 10 12 14 MOIST #i 8.1 MOISTURE 8 .1 DRY DEN 116. 0 2 3 3840 3874 1865 1865 1026. 30 981.10 951.00 897.00 200.50 195.30 10.0 12.0 10.0 118.7 12.0 118.6 4 3871 1865 995.00 897.40 196.20 13.9 13.9 116.4 Max dry den= 119.0 pcf, Opt moisture= 11.0 % Oversize Correction Not Applied ===============================LAW/CRANDALL================================ LAW /CRANDALL A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES r "SKY PARK COURT, STE. A ... . DIEGO, CA 92123 619-278-3600 FAX 619·278-5300 GEOTECHNICAL FIELD. SUMMARY REPORT JOB NO.: Jc'jOO Q eeo'j PROJECT: :s[e.-1·~ ...PL-S DATE(S): 3/13/~ LOCATION:,--1!:.kc...</:..s.&e:...D=-~ _..::../,,~'--'. :..=..---1ec....;.-<-',91-....:...,.<-.wYt':>.:....:....·"-'-· -=-«---------"0"""-~'-"-· =~=h:...,,b..::.. ~'S,,<t-0"'-'-=---------- -c,..,., ,r.:;;.;;,,I .,,._ ' {, FIELD REPRESENTATIV-E(S):. _ _,s--!/#-:-==::.e:Yc.='. =::b-'-'-=~;;..____;::::...""--::::.c..._,::;.._~_.c...::_':R_Y'J __ ·· ---'------------------- (list·alLLaw/Crandall personnel on project) GRADING OBSERVATIONS: FOUNDATION/SHORING OBSERVATIONS: 0 Ma~s Grading ·o Spread .Footing Excavation 0 Building Pad D Drilled Piles 0 Slopes D Driven Piles 0 P~ D Bi!lled Caissons GJ.,11iiiity Backfili D ~orin" a 0 Wall Backfill · !B'Other eJ../l,!D [O'...£ h~<---\ D Landscape S,Oc;;-L1.ii?r;-K ~ · SUMMARY OF OBSERVATIONS: ()6':1-f-12__0(? e~L~~ .. ,..J:::-:, (:jj ;;-J tfm, +-iJ6=:) ·;- . ~~~~ ..,,,. ·.tz_.-t.,-? ~ 1 • . 6.:.-G,"-lCc:,"::> ,.r:J.2.J ~>..t.,,.JO t /',.) 6i.<.-1·]:~, yr,:t2Az¢J.-9:1;. ·-;..qo:s.!2 ,r/+&~1/h-. ,_! (6-:j/iGYr> fb IS.!: ,?£w1.:,-J.-:::::--0 k,~e_ T9 ,~.· ~ -,-•' . : . SUMMARY OF TI:STS.: · :_cA')::l ~cTL-:a--r~ _ ,_-::-,_ vv-...;'C[J: .. 1 -n ~ c... c--1-t ~-.-; ,---..! c fl·/z0,?cd.£":)s G-L j,tli». c:-,r -'r 26 i';:>Y: 4,C4-ft 1..-r 6;pc L,.JA-Ll<.. ~51;...&:G~.{)c !'17__.-t;;i~ ;,J~-r-.-s,,o.~ t.:.; ,:.. 1-?·'J l1r'1 ·n I ,3 ,;; . . Y: $~--/ . . .4~-4-H-L. ;_ ,f-J-rf1-/' tl,¼¼ tJ~·1r..JG:i:--C-r:J WEATHE-R:, ________ -'---~----------------------------- EQUIPMENT WORKING:. ____ -'---.,..,------------~-------------- CONTRACTORS WORKING (include Superintendent and/or Foreman): vY]l t.f"C-?-.l:-)·, ,~ L'Jf(r,'-:>,.J. eA,C::KlJJ'_R_OC_l,JMi;NJATION_ATTA<;i-IED: NQ_~ YE~-.-. NO. OF PAGES: __ _ TYf l::. ________ _ ' ,• l'his repon is intended to pr9vidc p;climinary gcotc~hnical lie Id inlormation to rcsponsihlc site personnel as ohscn·cd hy our rcpre,enuili\'e. The information provided may not he all-1hdtrsiVc·a11(1"is :~·uhj7ci: to·rcview ·or mo·dilicatio,r hy our cnginc~rin-g/gcologrsupen•isory sliftT: · .. .. · ·- cc:_-"-----,----''-- JOB fILE. Rev. 3/97 Of·_------------'------------ . Emp. #: r'S...,tJ2._. -~.O Hours:. __ ___,, ___ _ LAW/ CRANDALL ~~ A DIVISION OF LAW ENGINEERING & ENVIRONMENTAL SERVICES, INC. 9177 Sky Park Ct.• Suite A• San Diego, CA 92123 (619)278-3600 • FAX (619) 278-5300 JOB# __ --,~'()~"3:.:;.~~---~--=--- TODAY'S DATE __ y __ --=-/~__.00.c=. ___ _ DA ILY FIELD REPORT CD CONSECUTIVE 1 REPORT NO, @ FORWEEK 2 ENDING "'3 I l.t7 lao I AM AUTHORIZED TO PERFORM SPECIAL D REINFORCED CONCRETE . D STRUCT. STEEL ASSEMBLY D SPRAY-APPLIED FIREPROOFING @ INSPECTION IN THE CATEGORY CHECKED. D PRE-STRESSED CONCRETE D DEE~ FOUNDATION D REINFORCED MASONRY ~ OTHER CJJB.f!. ,,J b. .. JOB ADDRESS © BUILDING PERMIT NUMBER ® I PLAN FILE NUMBER @ ~1,0 LAs "Z>-.t.-s tzJ J a.l'&L--,.,. , • > OWNER OR PROJECT NAME . I © APPLICATION NUMBER @ ~-:,,.q .. '?.~ R1r.k. CONSTR. MAT'L. (TYPE, GRADE, ETC.) ®I DESIGN (vi SOURCE © ARCHITECT @) STRENGTH OF MFGR. DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR., WEL0:R90, ETC.) © ENGINEER @ . C:JENERAL CONTRACTOR @ CONTR. DOING REPORTED WORK @ INSPEC·@· APiWN...@ DETAILED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. @ TION TIME, 18 REPORT DATE -DEPARTURE OF WORK f)#,,. .. ,:,1-/ ... /-"'7'~" tJµ,1 . r . ...L,. ?. I ,.,2:) 'TIME INSPECTED ,,. --ar,tw Ai7;7,,;~) I --,_,,,.,, ~'J,· ~~~o <;-;>,,Kc c..l.'HI-<u0,":7~nfe4(}f--hi ~,,J At.,J.-/,v-A.~,f,.,, .. ,..p ,,._,,.,,::::,c 71.J. C/,'.f,1.J-I I, A 1-t,)· ~ c/dr!I ~--;;;..,,1,1,.,,_ 1...~1-I .rLL 41-/,Y,,,,_.J....,,. -. / .. ...,. '3. ':l ,,,_,. G1e /.r.,t::: -~ ~ . ,, '' .l_j.-, "l. ~ ru....J M /'n2& ---. .. . ... -~ ~ , . . .. ,_ . ,_A/-0.,y ie/.1-,, .... ~ .. f(•' ~ 2;:;;t.;u -" 4"" J..-.#f '-~,..L,~1:: .l~.J.,.,.~ . -. --·-. ..., I "I" -.,. £LIP# ~...._ ;..u. ~J;j-JJ. 4 .-:t•• nr--,_ ... A1Jt:,., '-·-N-., ---1. .... --< .. l?,,-.;(//114,, ,J .,,,, lo4-t:J ,/,;~A• 'V, /.'Jo. ,, , . . - . .. " --... •- .,\ . ... UNLESS OTHERWISE NOTED, TO THE BEST OUR KNOWLEDGE, THE INS~ECTOR/TECHN/~ -~ft./lf-c:a-AtV @ OBSERVED WORK CONFORMS TO-THE APPROVED PLANS ANO SIGNATURE .{_;!.._ SPECIFICATIONS, ANO THE.APPLICABLE WORKMANSHIP ~ ";' l~f il:TRATIO~(Z,(t PROVISIONS OF THE UNIFORM BUILDING CODE. DATE SIGNED ·REVIEWED BY '=f. ........ 4 .. LAW L~W(;IBB Group Member J.. 9177 Sky Park Ct Suite A, San Diego, CA '92123 Tel: 858-278-3600 Set ID: CONCRETE TEST REPORT Client: DA TE: 3/23/00 Project: M.A. Mortenson Sprint.PCS 303.2502 JOB NO: 7030000008:01 :820 MIXID: SPECIFIED STRENGTH: 3000 PSI f- MIX DESC: Concrete FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED) -OATE SAMPLED: 1/26/00 BY: Christopher W. Gallup SLUMP, INCHES: 4 LO: 0 HI: 0 TIME BATCHED: TIMI: SAMPLED: 11:30 AM AIR CONTENT%: NP LO: 0 HI: 0 BATCH PLANT: Hanson/Carlsbad UNIT WEIGHT, PCF: NP LO: 0 HI: 0 TRUCK: 379 DATE RECV'D: 1/27/00 AIR TEMP, °F: NP LO: 0 HI: 0 TICKET: 164982 MIX TEMP, °F: 62 LO: 0 HI: 0 COMPRESSION TEST RESULTS -. CYL..NO. DIAMETER AREA DATE TEST AGE MAX. LOAD COMP. FRACTURE • (IN.) (SQ. IN.) TESTED (DAYS) (LBS.) STRENGTH TYPE -· (PSI) C1 6.00 28:26 2)2100 -7 62500 2210 A C2 6.00 28.26 2/23/00 28 80500 2850-<« A C3 6.00 28.26 2/23/00 28 79000 2800 <<< A ' C4 6.0b 28.26 3/22/00 56 89500 3170 A UNLESS OTHERWISE INDICATED, TESTS WERE·PERFORMED IN GENERAi:. ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED IN FIELD «< DENOTES LOW COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE IS INDICATED ~y LETTER: (A) CONE (B) CONE & SPLIT (C) CONE & SHEAR (D) SHEAR•(E)·COLUMNAR FRACTURE TYPE {P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: 2nd lift door infill along 8 line between D & E REMARKS: Sampled at 19.5 of 39 yards. NOTE: Low 28 day breaks; sample~ appear extremely sandy & contain disintegrated granite. P#CB993256 DIS'J'RIBUTION: RESPECTFULLY SUBMITTED: M.A. Mortenson, Daniel Stayton City ofCarlsbad, Doug Mosley ' Senior Engineer '· LAW ·LAWGIBB Group Member~ Set ID: 200033240 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 CONCRETE TEST REPORT Client: -Project: M.A. Mortenson Sprint PCS 3032502 DA TE: 3/20/00 JOB NO: 7030000008:01 :820 MIXID: SPECIFIED STRENGTH: 3000 PSI MIX DESC: Concrete FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED) DATE SAMPLED: 2/11/00 BY: Kevin R. Brickley SLUMP, INCHES: 2.75 LO: 0 HI: 0 TIME BATCHED: TIME SAMPU;D: 11:00,AM AIR CONTENT %: NP LO: 0 HI: 0 BATCH PLANT: Hanson/Carlsbad UNIT WEIGHT, PCF: NP LO: 0 HI: 0 TRUCK: 332 DATE RECV'D: 2/14/00 AIR TEMP, °F: NP LO: 0 HI: 0 TICKET: 172889 MIX TEMP, °F: 67 LO: 0 HI: 0 COMPRESSION TEST RESULTS .. GYLNO. DIAMETER AREA DATE TESTAGE MAX. LOAD COMP. FRACTURE (IN.) (SQ.IN.) TESTED (DAYS) (LBS.) STRENGTH TYPE (PSI) C1 6.00 28.26 2/18/00 7 69500 2460 C C2 6.00 28.26 3/10/00 28 93500 3310 C C3 6.00 28.26 3/10/00 28 93000 3290 C C4 6.00 28.26 R UN/.ESS.OTHERWISE,INDICATED, TESTS WERE P,ERFORMED·IN GENERAL ACCORDANCE.WITH THE FOLLOWING ASTM TEST METHODS C39, C13B, C143, C173. C1064 * DENOTES CURED IJil FIELD ·<«DENOTES LOW COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE IS INDICATED BY LETTER: {A):CONE (8) CONE & SPLIT {C) GONE & SHEAR.{D) SHEAR-(E) COLUMNAR FRACTURE TYPE {P) INDICATES·CYLINDER TESTED USING.UNBONDED CAPl? {ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE POLJ.R LOCATION: Generator pad REMARKS: Sampled at 10 of 15 yards. P#: CB993256 ; NOTE: Reserve cylinder discarded. DISTRIBUTION: TED: M.A. Mortenson, Daniel Stayton City of Carlsbad, Doug Mosley David C. Wilson, RCE #54734 Senior Engineer LAW LAWGl~B Group Member~ Set ID: 200033244 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 85~278-3600 CONCRETE TEST REPORT Client: M.A. Mortenson Sprint PCS 3032502 DA TE: 3/14/00 Project: JOB NO: 7030000008:01 :820 MIXID: SPECIFIED STRENGTH: 3000 PSI MIX DESC: Concrete FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED) DATE SAMPLED: 2/15/00 BY: David Mitchell @ Christian SLUMP, INCHES: 4 LO: 0 HI: 0 Wheeler TIME BATCHED: TIME SAMPLED: AIR CONTENT %: NP LO: 0 HI: 0 BATCH PLANT: Hanson/24 UNIT WEIGHT, PCF: NP LO: 0 HI: 0 TRUCK: 444 DATE RECV'D: 2/16/00 AIR TEMP, °F: NP LO: 0 HI: 0 TICKET: 173858 MIX TEMP, °F: 68 LO: 0 HI: 0 COMPRESSION TEST RES UL TS CYL.NO. DIAMETE~ AREA DATE TEST AGE MAX.LOAD COMP. FRACTURE (IN.) (SQ,,IN.) TESTED (DAYS) (LBS.) STRENGTH TYPE (PSI) C1 6.00 28.26 2/22/00 7 64000 2270 A c2 6.00 28.26 3/14/00 28 84000 2970 «< A C3 6.00' 28.26 3/14/00 28 86000 3040 A C4 6.00 28.26 4/11/00 56 UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED iN FIELD <« DENOTES LOW COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE IS iNCJICATE[? BY LETT~R: -(A) CONE (B) CONE,& SPLIT (C)' CONE{!. SHEAR (D) SHEAR (E) COLUMNAR FRACTURE TYPE (P) INDICATES CYLINDER T!=STED USING UNBONDED CAPS (ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE POlJR LOCATION: Slab on grade@ grids 4, 1-6.1, 8-C REMARKS: Sampled at 117 of 146.25 yards. P#: C8993256 ; Set 2; NOTE:28 day average = 3005psi. Client notified of low 28 day break. Holding 4th cylinder for 56 day break. DISTRIBUTION: RESPECTFULLY SUBMITTED: M.A. Mortenson, Daniel Stayton David C. Wilson, RCE #54734 Senior Engineer LAW. LAWGIBB Group Member Ja. Set ID: 200033285 9177 Sky Park ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 CONCRETE TEST REPORT Client: DATE: 3/21/00 Project: JOB NO: 7030000008:01 :820 MIXID: M.A. Mortenson Sprint PCS 3033500 SPECIFIED STRENGTH: 3000 PSI MIX DESC: -Concrete DATE SAMPLED: TIME BATCHED: BATCH P~NT: TRUCK: TICKET: FIELD INFORMATION 3/13/00 BY: ChristopherW Gallup TIME SAMPLED: 1:00 PM Hanson/Escondido 364 183140 DATE RECV'D: 3/14/00 SLUMP, INCHES: AIR CONTENT %: UNIT WEIGHT, PCF: AIR TEMP, °F: MIX TEMP, °F: COMPRESSION TEST RES UL TS CYL.NO. DIAMETER AREA DATE TEST AGE MAX.LOAD (IN.) (SQ.IN.) TE~TED (DAYS) (LBS.) C1 6,00 28.26 3/20/00 7 59500 c2 6.00 28.26 4/10/00 28 C3 6.00 28.26 4/10/00 28 C4 6.00 28.26 R FIELD TESTS (ACTUAL) (SPECIFIED) 3 LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 62 LO: 0 HI: 0 COMP. FRACTURE STRENGTH TYPE (PSI) 2110 A UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED IN FIELD «< DENOTES LOW COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE IS INDICATED BY LETTER: (A) CO_NE (8) CONE & SPLIT (C) CONE & SHEAR (Di SHEAR (E) COLUMNAR _ FRACTURE TYPE.(P) INDICATES CYLINDER TESTED USING UNBOt>JDED CAPS (ASTM C1231).AND.THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE POUR ~OCATION: Slab infill at 3.8/ F line REMARKS: Sampled. at 9 of 9 yards. P#: CB993256 DISTRIBUTIQN: RESPECTFULLY SUBMITTED: M.A. Mortenson, Daniel Stayton City of Carlsbad, Doug Mosley I n, Senior Engineer LAW LAWGIBB Group Member Ja. Set ID: 200033285 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 CONC~ETETESTREPORT Client: M~A. Mortenson Sprint PCS 3033500 DATE: 4/10/00 Project: JOB NO: 7030000008:01 :820 M!XID: SPECIFIED STRENGTH: 3000 PSI MIX DESC: Concrete DATE SAMPLED: TIME BATCHED: BATCH PLANT: TRUCK: TICKET: FIELD INFORMATION 3/13/00 BY: Christopher W. Gallup TIME SAMPLED: 1 :00 PM Hanson/Escondido 364 183140 DATE RECV'D: 3/14/00 SLUMP, INCHES: AIR CONTENT %: UNIT WEIGHT, PCF: AIR TEMP, °F: MIX TEMP, °F: COMPRESSION TEST RES UL TS CYL. NO. DIAMETER AREA DATE TEST AGE MAX.LOAD (IN.) (SQ.IN.) TESTED (DAYS) (LBS.) C1 6.00 28.26 3/20/00 7 59500 C2 6.00 28.26 4/10/00 28 77500 C3 6.00 28.26 4/10/00 28 78000 C4 6.00 28.26 5/8/00 56 FIELD TESTS (ACTUAL) (SPECIFIED) 3 LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 62 LO: 0 HI: 0 COMP. FRACTURE STRENGTH TYPE (PSI) 2110 A 2740 «< C 2760 <<< C UNtESS OTH~RWISE INDICATE,D, TESTS WERE PERFORMED IN.GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED IN FIELD <« DENOTES LOW COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE IS INDICATED BY LETTER: (AJ CONE (BJ CONE&·SPLIT (CJ CONE & SHEAR (DJ SHEAR (E) COLUMNAR FRACTURE TYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM·C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: Slab infill at 3.8/ F line REMARKS: Sampled at 9 of 9 yards. P#: CB993256; Client notified of low 28 day breaks. Holding reserve cylinder for 56 day break. DISTRIBUTION: M.A. Mortenson, Daniel Stayton City of Carlsbad, Doug Mosley David C. Wilson, RCE #54734 Senior Engineer LAW · LAWGIBB Group Member J& Set ID: 200033245 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: e5B-278-3600 CONCRETE TEST REPORT Client: DA TE: 4/11 /00 Project: JOB NO: 7030000008:01 :820 MIX.ID: M.A. Mortenson $print PCS 3032502 SPECIFIED STRENGTH: 3000 PSI 'MIX DESC: Concrete FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED) DATE SAMPLED: 2/15/00 BY: Michael Henshaw SLUMP, INCHES: 5 LO: 0 HI: 0 TIME BATCHED: TIME SAMPLED: 7:15 AM AIR CONTENT %: NP LO: 0 HI: 0 BATCH PLANT: Hansor:i/24 UNIT WEIGHT, PCF: NP LO: 0 HI: 0 TRUCK: 443 DATE RECV'D: 2/16/00 AIR TEMP, °F: NP LO: 0 HI: 0 TICKET: 173512 MIX TEMP I °F: 62 LO: 0 HI: 0 COMPRESSION TEST RESULTS C'vL..NO. DIAMETER AREA DATE TEST AGE MAX.LOAD COMP. FRACTURE (IN.) (SQ.IN.) TESTED (DAYS) (LBS.) STRENGTH TYPE (PSI) C1 6.00 ·28.;26 2/22/00 7 57500 2040 <<< A C2 6.00 28.26 3/14/00 28 77000 2730 <<< A C3 6.00 28.26 3/14/00 28 76000 2690 «< A C4 6.00 28.26 4/11/00 56 83000 2940 <<< A UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED·IN GENERAL ACCORDANCE WITH THE FQLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED IN FiEL:D «< DENOTES LOW COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT f:RACTURE TYPE IS INDICATED BY LETTER: (A) CONE (B) CON_E & SPLIT (C) CONE & SHEARJD) SHEAR (E) CQLUMNAR 1 FRACTURE TYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. · POUR LOCATION: Elevated metal deck slab@ grid lines A.5-A7.5, 2.5-3 REMARKS: 20 gallons of water "added on-site. Sampled .at 9. 75 of 40 yards. P#: CB993256; Set 1; NOTE:Client notified of low breaks. DISTRIBUTION: RESPECTFULLY SUBMITTED: M.A. Mortenson, Daniel Stayton City of Carlsbad, Doug -Mosley LAW · LAWGIBB Group Member J.. . Set ID: 200033228 91.77 Sky Park·Ct Suite A, $an Diego, CA 92123 tel: 858-278-3600 CONCRETE TEST REPORT Client: M.A. Mortenson Sprint PCS 3033500 DA TE: 3/29/00 Pr:oject: JOB NO: 7030000008:01 :820 MIXID: SPECIFIED STRENGTH: 3000 PSI MIX DE;SC: Concrete FIELD INFORMATION DATE SAMPLED: 2/1/00 BY: Steven L. Skelton SLUMP, INCHES: TIME BATCHED: 1:55PM TIME SAMPLED: . AIR CONTENT %: BATCH PLANT: Hanson/24 UNIT WEIGHT, PCF: TRUCK: 381 DATE RECV'D: 2/2/00 AIR TEMP, °F: TICKET: 167815 MIX TEMP I °F: COMPRESSION TEST RESULTS .. CYL. NO. DIAMETER AREA DATE TEST AGE MAX.LOAD (IN.) (SQ. IN:) TESTED (DAYS) (LBS.) . C1 6.00 28.26 2/8/00 7 60000 C2 6.00 28.26 2/29/00 28 78000 C3 .6.00 28.26 2/29/00 28 78000 C4 6.00 28.26 3/28/00 56 85000 , FIELD TESTS (ACTUAL) 5.5 NP NP NP 71 COMP. STRENGTH (PSI) 2120 2760 «< 2760 <<< 3010 (SPECIFIED) LO: 0 HI: 0 LO: 0 HI: 0 LO: 0 HI: 0 LO: 0 HI: 0 LO: 0 HI: 0 FRACTURE TYPE A A A A UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN·GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED IN FIELD . <« DENOTES LOW COMPRESSIVE s,:RENGTH St:.Ut,,P MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE IS INDICATED BY LETTER: (A) CONE (B) CONE & SPLIT (C).CONE & SHEAR (D) SHEAR (E) COLUMNAR FRACTURE TYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: Inside bldg, various slab replacements over elec.conduit REMARKS: S~mpled at 9. 75 of 9. 75 yards. Client notified of low 28 day breaks. DISTRIBUTION: M.A. Mortenson, Daniel Stayton City of Carlsbad, Doug Mosley 7LZTTED: David C. Wilson, RCE #54734 Senior Engineer .LAW LAWGI.BB Group Member Ja. Set ID: 200033245 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 CONCRETETeSTREPORT Client: M.A. Mortenson Sprint PCS 3032502 DA TE: 3/14/00 Project: JOB NO: 7030000008:01 :820 MIXID: SPECIFIED STRENGTH: 3000 PSI MIX DESC: Concrete FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED) DATE SAMPLED: 2115/00 BY: Michael Henshaw SLUMP, INCHES: 5 LO: 0 HI: 0 TIME BATCHED: TIME SAMPLE:D: 7:15 AM AIR CONTENT %: NP LO: 0 HI: 0 BATCH PLANT: Hanson/24 UNIT WEIGHT, PCF: NP LO: 0 HI: 0 TRl,JCK: 443 DATE RECV'D: 2/16/00· AIR TEMP' °F: NP LO: 0 HI: 0 TICKET: 173512 MIX TEMP' °F: 62 LO: 0 HI: 0 COMPRJ;:SSION TEST RESUl,. TS ., CYL.NO. DIAMETER AREA DATE TEST AGE MAX.LOAD COMP. FRACTURE (IN.) (SQ.IN.) TESTED (DAYS) (LBS.) STRENGTH TYPE (PSI) C1 6.00 28.26 2/22/0Q 7 57500 2040 «< A C2 6.00 28.26 3/14/00 28 77000 2730 «< A C3 6.00 28.26 3/14/00 28 76000 2690 <<< A C4 6.00 28.26 4/11/00 56 UNLESS OTHERWISEINDICATED, TESTS WERE PERFORMED IN .GENERAL ACCORDANCE WITH THE FOLLOWl,NG ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES"CURED iN FIELD , <<< DENOTES LOW COMPRESSIVE STRENGTH SLUMP MEASURED T0 ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYPE IS INDICATED BY LETTER: (A) CONE (B) CONE & SPLIT (C) CONE & SHE;AR (D) Sl:IEAR (E) COLUMNAR FRACTURE'TYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM'C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: Elevated metal deck slab@grid lines A.5-A7.5, 2.5-3 REMARKS: 20 gallons of water added on-site. Samplecl at 9.75 of 40 yards. P#: CB993256; Set 1; NOTE:Client notified of low breaks. Holding 4th cylinder for 56 day break. DISTRIBUTION: RESPECTFULLY SUBMITTED: M.A. Mortenson, Daniel Stayton David C. Wilson, RCE #54734 Senior Engineer LAW . LAWGIBB Group Member Ja. Set ID: 200033244 .9177 Sky Park Ct Suite A, San Diego, CA 92t23 Tel: 858-278-3600 CONCRETE TEST REPORT Client: M.A. Mortenson Sprint PCS 3032502 DA TE: 4/11 /00 Project: JOB NO: 7030000008:01 :820 MIXID: SPECIFIED STRENGTH: 3000 PSI MIX DESC: Concrete FIELD INFORMATION FIELD TESTS DATE SAMPLED: (ACTUAL) (SPECIFIED) 2/15/00 BY: David Mitchell @. Christian SLUMP, INCHES: 4 LO: 0 HI: 0 Wheeler TIIYIE BATCHED: TIME SAMPLED: AIR CONTENT %: NP LO: 0 HI: 0 BATCH PLANT: Hanson/24 UNIT WEIGHT, PCf: NP LO: 0 HI: 0 TRIJCK: 444 DATE RECV'D: 2/16/00 AIR TEMP, 0 f: NP LO: 0 HI: 0 TICKET: 173858 MIX TEMP, 0 f: 68 LO: 0 HI: 0 COMPRESSION TE$T RES UL TS CYL .. NO. DIAMETER AREA DATE TEST AGE MAX.LOAD COMP. FRACTURE (IN.) (SQ.IN.) TESTED (DAYS) (LBS.) STRENGTH TYPE (PSI) C1 6.00 28.26 2122100 7 64000 2270 A C2 6.00 28.26 3/14/00 28 84000 2970 <« A C3 6.00 28.26 3/14/00 28 86000 3040 A C4 6.00 28.26 4/11/00 56 94000 3330 A UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED IN FIELD «< D.ENOTES LOW.COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACJl.l~E TYPE I.S INDICATED BY LETTER:.(A) CONE (BJ.CONE & SPLIT·(C) CONE /J,. SHEAR, (D) SHEAR'(;) COLUMNAR FRACTURE TYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C1231),AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: Slab on grade@grids 4.1-6.1, 8-C REMARKS: Sam.pied at 117 of 1'46.25 yards. P#: C8993256 ; Set 2; NOTE:28 day average = 3005psi. Client notified of low 28 day break. DISTRIBUTION: M.A. Mortenson, Daniel Stayton City of Carl~bad, Doug Mosley ~BMITTED: David C. Wilson, RCE #54734 Senior Engineer -~-- LAW · LAWGIBB Group Member J... Set ID: 200033290 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3'600 CONCRETE TEST REPORT Client: Project: MIXID: M.A. Mortenson Sprint PCS 3033500 MIX DESC: Concrete FIELD INFORMATION DATE SAMPLED: 3/15/00 BY: ChristopherW. Gallup TIME BATCHED: TIME SAMPLED: 1:40 PM BATCH PLANT: Hanson/Carlsbad TRUCK: 381 DATE RECV'D: 3/16/00 TICKET: 184517 DA TE: 4/12/00 JOB NO: 7030000008:01 :820 SPECIFIED STRENGTH: 3000 PSI FIELD TESTS (ACTUAL) (SPECIFIED) SLUMP, INCHES: 5 LO: 0 HI: 0 AIR CONTENT %: NP LO: 0 HI: 0 UNIT WEIGHT, PCF: NP LO: 0 HI: 0 AIR TEMP, °F: NP LO: 0 HI: 0 MIX TEMP' °F: 80 LO: 0 HI: 0 COMPRESSION TEST RES UL TS .. CYL.NO. DIAMETER AREA DATE TEST AGE MAX.LOAD COMP" FRACTURE (IN.) (SQ.IN.) TESTED (DAYS) (LBS.) STRENGTH TYPE /PSI} .. C1 6.00 28.26 3/22/00 7 63000 2230 A C2 6.00 28.26 4/12/00 28 89000 3150 A .C3 6.00 28.26 4/12/00 28 90500 3200 A C4 6.00 28.26 R UNLESS OTl:IERWISE INDICATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143. C173, C1064 • DENOTES CURED IN FIELD <« DENOTES LOW COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACTURE TYP_E IS INDICflTEDBY LETTER: (A)·CQNE (BJ CONE & SP~!T (CJ CONE & SHEAR (DJ SHEAR (E) COLUMNAR FRACTURE TYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: Light standard bases REMARKS: Sampled at 8 of 8 yards. P#: CB993256 ; NOTE: Reserve cylinder discarded DISTRIBUTION: M.A. Mortenson, Daniel Stayton City of Carlsbad, Doug Mosley RESPECTFULLY SUBMITTED: ~ David C. Wilson, RCE #54734 Senior Engineer LAW LAWGIBB Group Member Ja. Set ID: 200033290 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 CONC~ETETES1REPORT Client: M.A. Mortenson .Sprint PCS 3033500 DATE: 3/22/00 Project: JOB NO: 7030000008:01 :820 MIXID: SPECIFIED STRENGTH: 3000 PSI ·MIX DESC: Concrete DATE SAMPLED: TIME BATCHED: ,BATCH PLANT: TRUCK: TICKET: FIELD INFORMATION 3/15/00 BY: Chr.istopher W. Gallup TIME SAMPLED: 1 :40 PM Hanson/Carlsbad 381 184517 DATE RECV'D: 3/-16/00 SLUMP, INCHES: AIR CONTENT %: UNIT WEIGHT, PCF: AIR TEMP, °F: MIX TEMP, °F: COMPRESSION TEST RES UL TS CYL.NO. DIAMETER AREA DATE TEST AGE MAX.LOAD (IN.) (SQ. IN.) .TESTED (DAYS) (L:BS.) Ct 6:00 28.26 3/22/00 7 63000 C2 6.00 28.26 4/12/00 28 C3 6.00 28.26 4/12/00 28 C4 6.00 28.26 R. FIELD TESTS (ACTUAL) (SPECIFIED) 5 LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 80 LO: 0 HI: 0 COMP. FRACTURE STRENGTH TYPE (PSI) 2230 A UNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GE;NERAL_ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 • DENOTES CURED IN fl.ELD «< DENOTES LOW COMPRESS!VE STREf':!GTH .SLUMP MEASURED TO ONE-QUARTER INCH Al~ CONTENT MEASURED TO ONE-QUARTER PERCENT l'RACTUR.E TYPE IS INDICATED BY LETTER: (A) CONE (B) CONE & SPLIT (G) CONE & SHEAR (D) SHEAR (E) COLUMNAR FRACTURE TYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR .LOCATION:. Light standard bases REMARKS: Sampled at8 of 8 yards. P#: CB993256 DISTRIBUTION: RESPECTFULLY SUBMITTED: M.A. Mortenson, Daniel Stayton City of Carlsbad, Doug Mosley Davio C. Wilson, RCE #54734 Senior Engineer DAILY FIELD REPO·RT I AM AUTHQRIZED TO·PERFORM SPECIAL INSPECTION.IN THE CATEGORY CHECKED. LAW /CRANDALL A DIVISION OF LAW ENGINEERING & ENVIRONMENTAL SERVICES, INC. 9177 Sky Park Ct.• Suite A• San Diego, CA 92123 JOB# -Zo3ooooo"S TODAY'S DATE ~' I 0, 00 (619) 278-3600 • FAX (619) 278-5300 r.,,1, CONSECUTIVE \!I REPORT NO. f2' FOR WEEK \ti ENDING 1~ D STRUCT. STEEL ASSEMBLY D DEEP ·FOUNDATION D SPRAY-APPLIED FIREPROOFING ' D REINFORCED CONCRETE 'D PRE-STRESSED CONCRETE D REINFORCED MA~ONRY D OTHER ____________________ _ JOB ADDRESS OWNER OR PROJECT NAME P.e-s, ,CONSTR. MAT'L (TYl"E, GRADE, ETC.) ©I DESIGN I STRENGTH 01 ~OURCE JOF MFGR., © BUILDING PERMIT NUMBER ® APPLICATION NUMBER © ARCHITECT 0 c...ae~-\le> @) I PLAN FILE NUMBER DESCRIBE MAT'I: .. {MIX DESIGN, RE-BAR.GRADE & MFGR., WELD-ROD, ETC.) @ !,NGINEER HL t+i 1--l \' ISo GENERAL CONTRACTOR CONTR. DOING REPORTED WORK INSPEC··@7 . ARPNN... ',a'' TION TIME. \el DETAILED LOCATION OF WORK INSPECTEp, TEST SAMP~ES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. REPORT DATE :DEPARTURE OF WORK 'TIME INSPECJED J o E wo,:K. .r-.l o le l-\ Y lSo UNLESS OTHERWISE NOTED. TO THE BEST OUR KNOWLEDGE, THE OBSERVED WORK CONFORMS TO THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. ~ I • J Es ~ 'I.!> 1'.1-J C., C. l\ NC:.. K e:; H::, s/ttb, . WrtS ,4. lo ,..i c,. r I tc.J INSPECTOR/TECHNICIAN kcv~~ gR ic. IC: (o/ SIGNATURE J< ----f3 -6 · DATE.SIGNED 1. tlOA REGISTRA~'¢N;s 44 REVIEWED'BY ~..,.f,,~ ls low,v @ @ @ @ @ @ @ . , @) .. •. LAW /CRANDALL ' SKY PARK COURT, STE. A ~/'\N DIEGO, CA 92123 619-278-3600 A DIVISIO,N OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.:J03QCJ Q 00()°€ PROJECT: 0'fe.t~-1-{{_~ DATE(S):._4__.__._/__,'-f:"-'l.._o_C) __ LOCATION: . Z/&_,e> LJ',=> £,~ 0~1--~~ FIELD REPRESENTATIVE(S): ~ ~~~ (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: , · D Mass Grading 0 Building Pad ~ e D Utility Backfill 0 Wall Backfill 0 Landscape FOUNDATION/SHORING OBSERVATIONS: 0 Spread Footing Excavation . ~ 0 Drilled Piles , D Driven Piles D Bt:lled Caissons 0 Shoring 0 Other __________ _ SUMMARY OF OBSERVATIONS: £.,:7"'~1~ ·-rb ~h-f---vr-.. Qc:~~I ,---/ 'TZS°-'.)::--~ Lo..;:= G ~ -fi<..t.=- ~8'2~o,OG fed-.....e..., ·ro -f'~,,--...1<-c1::-rrs~ 'Tf' .. /f1.--§.s -rz::,---::;;-.::::x.'-o~--== ,~. .--5io6"...i.0r-f<. .e, tsc &io.5!:. c2~ ,5, ~- DIY)~ ()"1'.\-j · 6RdcJ(._ CJ-~'£. 7P C)i~ ·1¢1/J?ctf:_t-u_i"_) 61-c..-/ ".Y9'-f:5 I/£ iJu.J-,JK e~ j/t.,-0TI L--Af~ Ul)( ... /2.t£.j73= ,7&:u/it-4 I"::> cu.....e...cf_,2 t!AJ[)<-('=,rf WEATHER:, ___ ~---~-----~---------~---------------- EQUIPMENT WORKING:.__,,-'-"'-__..---~---'~--~~-------------------- CONTRACTORS WORKING (include Supetiiiten<lent and/or Foreman):, ... d).,_.,_ . .,,.C_,_L-.,:;~,_._ .. ::o,....,..1.~S"'-'=-"'-.,-.....i"---"'=----=a;fj=:.'=---·w...,___-l_:~=-"'--1------- K ¼:/.\ ())\~ BACKUP DOCUMENTATION ATTACHED: NO__ _ YES_ NO. OF PAGES: __ _ TYPE:, _______ _ This repon is intended to provide preliminary geotechnkal field information to respon~ihlc site pcrso1inel as ohserYcd h} our rcprescntati\'e. The inlc,rmation provided may not he all-inclusive and is suhject to review or modification hy our engineering/geology supervisory srnff. cc: ____ --'----Emp. #: I S1'3 2--· Hours: ,? .0 JOB FILE Rev. 3/97 LAW/ CRANDALL A DIVISION OF LAW ENGINEERING & ENVIRONMENTAL SERVICES, INC. 9177 Sky Park Ct. •Suite A• San Diego, CA 92123 (619).278-3600• FAX (619} 278-5300 JOB# 7b)OC QDOD~.CZ,~ TODAY'S DATE 3 -I 3 ~ ti) DAILY FIELD REPOR.T I AM AUTHORIZED TO PERFORM·SPECIAL INSPECTION IN THE CATEGORY CHECKED. ,JOB ADDRESS ~( 0 OWNER OR PROJECT NAME I':\ CONSECUTIVE \U REPORT NO. REINFORCED CONCRETE D PRE-STRESSED CONCRETE D REINFORCED MASONRY © DESIGN STRENGTH, DESCRIBE MAT'L. (MIX DESIGN, RE-BAR GRADE & MFGR .. WELD-ROD, ETC.) \{Q,'f\ 500 be,,~>C\f) 3Q?{3 5 C,C) _ f2' FOR WEEK \=,I ENDING :Q STRUCT. STEEL ASSEMBLY D DEEP FOUNDATION D SPRAY-APPLIED FIREPROOFING @ D OTHER-------------,--------- @ PLAN FILE NUMBER @ © APPLICATION NUMBER @ @ @ @ CONTR. DOING REPORTED WORK @ INSPEC-@7 N'J'WAL f,s\ TION TIME,_ '-!!ll LOCATION OF WORK-INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. @ DATE DEPARTURE TIME- UNLESS OTHERWISE NOTED, TO THE BEST OUR KNOWLEDGE, THE OBSERVED WORK CONFORMS TO THE APPROVED PLANS ANO SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE'.UNIFORM BUILDING CODE. REVIEWED BY LAW/ CRANDALL A DIVISION OFLAW ENGINEER/NG & ENVIRONMENTAL SERVICES, INC. 9177 Sky Park Ct. • Suite A• San Diego, CA 92123 JOB# 7D:'!:.C!.~ C'X)-a~~ -~C:-~1, -{619) 278-3600 • FAX {.619) 278-5300 TODAY'S DATE ~ ·-'f:;; • oo, D.AILY FIELD REPORT r.-, CONSECUTIVE \..!I REPORT NO. f2' FORWEEK \!I ENDING /d2) I AM AUTHORIZED TO PERFORM SPECIAL INSPECTION IN THE-CATEGORY CHECKED. D STRUCT. STEEL ASSEMBLY D DEEP FOUNDATION D SPRAY-APPLIED FIREPROOFING @ .ast REINFORCED CONCRETE D PRE-STRESSED CONCRETE D REINFORCED MASONRY D OTHER ____________________ _ JOB ADDRESS e-i D OWNER OR PROJECT NAME s. -l ~c.s INSPEC-@1 .APfWAL l,a'I · TION TIME. I.el -·DATE DEPARTURE TI_ME . © BUILD.ING PERMIT NUMBER C....B · C\3c..5 © APPLICATION NUMBER CONTR. DOING REPORTED WORK I @ PLAN FILE NUMBER LOCATION.OF WORK INSPECTED. TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRESS, REMARKS, ETC. UNLESS OTHERWISE NOTED, TO THE BEST OUR KNOWLEDGE. THE· @ @ @ @ @ @ @) OBSERVED WORK CONFORMS TO THE APPROVED PLANS AND , SIGNATUR . ,,..- SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP E __ ,,,-;,-'-_..::::.~==2-.::;,,..-i~~~~~.,;e.=----::---:------;,....-;,-- PROVISIONS OF THE UNIFORM BUILDING-CODE. ~DATESIGNED y t/5 ttt:?REGISTRATIONNO. · . . REVIEWED BY _ __,,. __ ---~t__-/---,--,~----,'---~~-------- . . . . - 135 \ ' COMPACTION CURVES \ ' \ \ DATE: 4-07-2000 \ ' \ ' PROJECT NO.: 70300.00008.01 130 ' \ PROJECT: MA. MORTENSION, SPRINT PCS \ . l \ ' Test speci fl cat ion: ..,......_ .. \ 1 \ ASTM D 1557-91 Procedure C, Modified ,.. • ' \ \ 125 ' \ ' \ \ 100% SATURATION CURVES ' ' , .. \ ' \.' FOR SPEC. GRAV. EQUAL TO: \ , \' 2.8 2.7 .\ .. ' \. 2.6 'I-120 g_ ' '' \ \ r I\ . ' \ "' \ +' \ \ , •- Jf.l 115 .\ \ C \ ' tl \ -u \ \ "' L \ ' 0 . \ , \ 110 \ ' \ 1 \ \ \ \ ' . \ ., \ 1 \. 105 \ \. \ \ ' \ ' \ ' I\. ' \ 1 I\ \. 100 -\. \ I\. 0 5 10 15 20 25 Moisture content. % NO. LOCATION AND DESCRIPTION REMARKS • LAB #10764 GRAY AGG. BASE W/AC .. NO. LL PI NAT. MOIST %< No.200 MAX. DRY DEN. OPT. MOIST. • 127.5 pcf 8.5% ·- . - LAW/CRANDALL Fiqure No. 10764 ==--=============~=-=-======= ·=======------===--------------------------------- MOISTURE-PENSITY TEST DATA DATA FILE: 469 == =============-=~ ======== ======--------====-------------------------------- Da.te: Project no.: Project.: Location 1: 2: Remarks 1: 2: 3: . Material 1: description 2: Elevation or depth: Fig no: U,;tCS classj,fication: Natural moisture: . PROJECT DA';['A 4-07-2·0.oo 70300.00008.01 MA. MORTENSION, SPRINT PCS SPRINT PCS, MA. MORTENSION LAB #10764 GRAY AGG. BASE W/AC 10764 SPECIMEN DATA AASHTO classification: Specific gravity: Percent retained on 3/4 Percent passing No. 200 Li.quid limit: in sieve: sieve: Plastic limit: Plasticity index: TEST DATA AND RESULTS Type of test: Modified, ASTM D 1557-91 .Procedure C 128 127. 126 125 124 ;1..2.3 POINT NO. 1 2 3 4 WM + WS 7140 7240 7332 7410 1--,.-,1-~,-.,.,--,1--i-+--.--1WM 2692 2692 2692 2692 ·WW+T #1 490;2.90 5329.20 5382.70 5317.10 WD+T #1 4666. 90 5049. 60 5062. 70 4922. 20 f----'-+---,4---+---+---+,-----i TARE # 1 4 61. 5 0 7 8 5 . 10 7 6 6 . 0 0 7 61. 8 0 5 7 9 11 . MOIST #1 5. 6 6. 6 7. 4 9. 5 MOISTURE 5. 6 DRY DEN 123. 8 6.6 125.5 7.4 126.9 9.5 126.7 Max dry den=· 127.5 pcf, Opt moisture= 8.5 % Oversize Correction Not Applied --------------------------------.-------------------------------L~M/·CRANDA.LL --------------------------------nn -------------------------------- LAW /CRANDALL ' SKY PARK COURT, STE. A tinN DIEGO, CA 92123 619-278-3600 A DIVISION OF LAW ENGINEERING AND ENVIRONMENTAL SERVICES FAX 619-278-5300 GEOTECHNICAL FIELD SUMMARY REPORT JOB NO.: 76300-C)-QOO~ PROJECT: 5::f?6n-\ "°?CS DATf:(S): 4-L\-00 1ue. LOCATION· 2,.,l~D Lcxs 7o\~o.s C..Crh,bo..d FIELD REPRESENTATIVE(S)· Sktr::.1hr-~ rtrlDf\ (list all Law/Crandall personnel on project) GRADING OBSERVATIONS: D Mass Grading D Building Pad D Slopes D Paving 0 Utility Backfill D Wall Backfill 'D Landscape FOUNDATION/SHORING OBSERVATIONS: D Spread Footing Excavation D Drilled Piles D Driven Piles D Belled Caissons D Shoring D Other __________ _ SUMMARY OF OBSERVATIONS: 0n-5d:e :\:c ~erfurM lje.V\~,'iy fu1s en 9 b /AC.. i r-. tiH~ fqrl Edrqnc.e.. A,l"\,d ToC$ir\_'ts .. l}-os:¾testj\:-34" :£9.~\~ 1no:\-ic.:e-A J½9,h.ri0\.\ VW""::P;l'\3. rc-1)1~ A¥v'"nx:,mo:\:e-\y ,· l, 10 :~±o t\Bon.d su½colie. '.nfurMed rn;\se. l,J/ k.~~-~>t't\t>.'"5 Mo:\er-io, \_ tcm.ovc.d Oi5e~ \J.CC\>•>i.05 $;}()\ &::,s-\cc o\\on., ~rc:.c.. ·,s C\,\>:?<'D:{.1Y',:)B,l-e-\y 7' i" l..e."'8·±b 1 'f 'io w;d\-'h, s:1-· t 1 -1-c i't/ jn_'.Dr:¢:\.,. f\p 0-en~dy:> or ~o.rov\.e.5 +ctke..r'-OY\, Ale.. ~el'" ~±fl.Sb w-/Mor-t-c.l\SO() ' ' : ..... )•.:. ( , ' ,I WEATHER: CJ.eA.r ~ Warro EQUIPMENT WORKI~G: :k½ t\-5 i::,'i 'f> \oo.d:c-'4"-1 vJ A c.ke.r CONTRACTORS WORKIN.G (include Superintendent and/or Foreman): f(}orfe.nsol"J; C-a±f i"& h ; k .J: fJ ! N\; :ke BAC'KUP·DOCUMENTATION ~~ACH_ED: NO ____ YES< NO. o:F PAGE,S: 3_ _ TI'P~: D:ens;~7 TfiTs:rqiorfisTiitciiilcJ to prO\:ldC prcliminarygeotcchnical licld informalion,10 rcsponsihlc site pcrsonnd as ohsmcd h~ our rcprc,cnlati\C. The information provided muy not he all-inclusive and is suhjcct to review or modification hy our engineering/geology_ st~pei:visory staff. __ cc:....,,,,,--=-----,,---- JOB FILE Rev. 3/97 Emp. #: ci O <..\ C, J., Verificatiop By::_.:.lJ_'.....,L'_/.:._~:._-~~~.J:::::'.::.... __ -1.:._-.:_fi....!./'..,..-Pi""" V Hours: -B, 0 ,--LAW l CRANDALL A r,,.,S/ON OF LAW ENGINEER/NG & ENVIRONMENTAL SERVICES, INC. 9177 Sky Park Ct.• Suite A• San Diego, CA 92123 (619) 278-3600 • FAX (619) 278-5300 JOB # /0 3o0 ('.) <:JOO 8 TOOAY'S DATE 2 ~ zg -·Cc:::) DAILY FIELD R"EPORT 0 CONSECUTIVE .REPORT NO. FOR WEEK ENDING 3 I 3 loo I AM-AUTHORIZED TO PERFORM SPECIAL ·o A~INFOACED CONCRETE D STAUCT. STEEL ASSEMBLY D SPRAY-APPLIED FIREPROOFING @ INSPECTION IN THE CATEGORY CHECKED. D PRE-STRESSED CONCRETE D DEEP FOUNDATION D REINFORCED MASONRY D OTHER · JOB' ADDRESS 0 BUILDING PERMIT NUMBER @) I PLAN FILE NUMBER @ ·2 . 1,.ri Llt+S ?r:\LHl4 S c.lA.f2.LS~~f'\ -I . OWNER OR PROJECT NAME ® APPLICATION NUMBER @ <t>l2\ f..)T ?c.<; CONSTR. MAT'L. _(TYPE, GRAPE, ETC.) ©I DESIGN ®lso·uRcE @ ARCHITECT @ STRENGTH OF MFGR. DESCRIBE MAT'L. (MiX DESIGN, RE-BAR GRADE & MFGR., WELD-ROD, ETC.) ® ENGINEER @ GEN,ERAL CONTRACTOR @) -HD\'2..Tt::t-.JSOl--t CONTR. DOING REPORTED WORK @) INSPEC·@ loPIWM.@ DETAllED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. @ TION . TIME,. 18 .REPORT DATE QEPARTURE OF WORK TIME INSPECTED. 2-Z~ 01'~ A.'T 5..i,K ~<. ~\r~\\1r~T1~f) g-.1 HolZ\\.t:1,1,.JSoN 12\!:\),.( ( i4 i'l=""t5\J} \i"> ~~ ,Ji''){_ IJ . I -l@7B\l z ,, \3oL\'S o cc:r:::n.\ 1:t: 2~' ~L'TS D ~~-ir:ll'>t:{\ r, >,j l,/ C:ATl=\<..\J <.:'\P.,\SD ""'Nl<" .s l \ R -Cc, 1 "·,RnL.. T""' ·R lA\LL Oi<l \Vt~ R t... ··:' --1--f ~ ,r \\, 1... "lb l<,...J T<.. 'To L~l-'-J J cfz~.00 ~Ll "41 S A-,H I3oL ,s ' , . , o L».w/ ~ RiA.~t!\-L\.. .. -.. . -· ·~ -h --·. -··-°1:) IL l \ \) ttl?;t-D I L )\<_C) K' · ·t-..'.lo-r S:At-i le' ",,,~ .. ' .. . ·-. -.... . ·-1 .. • -,., ... . . -, . C:. (t. 7/!'J 11'1. 2'1/~ . <:.E12Jt~t2. 1:-\. X'\ i µr;;:i:;-('t. <., f.\. TI> D ~ li1l1'\~o0T ~ R..-.t T\ -~ --------. ---~ -- Fi71--.1-1 ~U,\...., 1,.-lD:t ~o'f u~ht:) .h'"ln 'IJ ~t::i \" Y, ,~T, ~ 6. ,0 l=11rlt> .. ( - . -, ~ .. ~' ·-. ·' . - T -, -~' . -· .. UNLESS OTfjERWISE NOTED, TO THE BEST OUR KNOWLEDGE, THE 1i>1~PEeTOP11T~ S l)fj~ W-~bl)\)..) t$. R @) OBSERVE.D WORK CONFORMS TO THE APPROVED PLANS AND SIGNATURE )"' ;., __,,;;, --,,.,; SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. DATE SJGNEQ '2.1 2~GIST~ON NO. --~.A,-. REVIEWED BY .._ ~~v ·v . .,,..,. i=1n11 F'OP LAW Crandall l.AWGIBB Group Member Ja. COMPRESSIVE STRENGTH OF CONCRETE CORE ASTMC-42 CLIENT: POUR LOCATION: M.A. Mortenson Footings, C line @ 3.3 and 3.8 I JOBNO.: 70300.00008 Permit# CB993256 Plan File# PROJECT: Sprint PCS Building 2160 Las Palmas Dr., Carlsbad TESTED BY: T. Johnstone SOURCE: Hanson Core id. No. Date Tested: Date Cored Age of Concrete ; , _ . l , i I\ .. _,/' \ '· ... ' .. Dia: (inches) · . ' . . . . Length after Capping (inches) Length As Received (inches) . AREA (s9uare inches) Correction Factor Max. Applied Load (pounqs) Compressive Strength, Corrected (psi) . Type of Fracture .. ·. . . ,, -" . LAB NO.: DATE REPORTED: 10677 03/16/00 REVIEWED BY: L. Collins IA 2A 1B 03/16/00 03116/00 03/16/00 03/14/00 03/14/00 03/14/00 ,. _. * * * 2;70 · · , • '"2.70 2.70 5.5 5.5 4.2 14.5 14.5 14.5 5.72 5.72 5.72 1.0 1.0 .96 15,000 17,500 14,500 2,620** 3,060** 2,430** A B A . . 2B 03/16/00 03/14/00 * 2.70 5.0 14.5 5.72 .99 14,000 2,420** A Defects noted: air v01ds approx . .10 to ,:,0 m dia. present mall cores: u3000 psi required @28 days Direction of applied load: perpendicular relative to horizontal plane of the concn:te as ,placed .. ,_·Moisture·coriditionattimeoftest:wet .. -·---·-·. ·· --.. a· . ~-. . -·Maximuiii:riomin~l size.of ag.gregate: 3/8" NOTE: Cote A pbtaine<!fr.01J1·C line@ 3.3, Core B obtainedfrqm Cline@ 3.8 ·. · · . Distr.ibutioti:.... ·submitted by: . . . -. -~ . M.A. Mortenson/ E?vfcic.wHson, RCE #54734 A Division gf Law Engineering and Environmental Services, Inc. 9177 Sky· Park Court, Suite A San Diego, CA 92123 619-278-3600 • Fax 619-278-5300 C ~ LAW-d\ ~0 l(1/s PJ~ LAWGIBB Group Member J.. Set ID: 200033285 9177 Sky Park Ct Suit~ A, San Diego, CA 92123 Tei:' 858-278-3600 CONCRETE' TES-T REPORT Client: M.A. Mortenson Sprint PCS 3033500 DA TE: 5/10/00 Project: JOB NO: 7030000008:01 :820 MIXID: SPECIFIED STRENGTH: 3000 PSI MIX DESC: Concrete FIELD INFORMATION FIELD TESTS (ACTUAL) (SPECIFIED) DATE SAMPLED: 3/13/00 BY: ChristopherW. Gallup SLUMP, INCHES: 3 LO: 0 HI: 0 TIME BATCHED: TIME SAMPLED: 1:00 PM AIR CONTENT %: NP LO: 0 HI: 0 BATCH PLANT: Hanson/Escondido UNIT WEIGHT, PCF: NP LO: 0 HI: 0 TRUCK: 364 DATE RECV'D: 3/14/00 AIR TEMP, °F: NP LO: 0 HI: 0 TICKET: 183140 MIX TEMP, °F: 62 LO: 0 HI: 0 COMPRESSION TEST RESULTS CYL. NO. DIAMETER AREA DATE TEST AGE MAX.LOAD COMP. FRACTURE (IN.) (SQ. IN.) TESTED (DAYS) (LBS.) STRENGTH TYPE (PSI) C1 6.00 28.26 3/20/00 7 59500 2110 A C2 6.00 28.26 4/10/00 28 77500 2740 <<< C C3 6.00 28.26 4/10/00 28 " 78000 2760 <« C ---- C4 6.00 .28.26 5/8/00 56 89000 3150 A UNLESS OTHERWISE INDIQATED, TESTS WERE PERFORMED IN GENERAL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 * DENOTES CURED IN FIELD «< DENOTES LOW COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT FRACfU['(E TYPE'IS·INDiCA TED BY LETTER: (A) CONE (6) CONE & SPLIT (C) CONE & SHEAR (D) SHEAR (E) COLUMNAR FRACTURE TYPE (P) INDICATES CYLINDER TESTED USING UNBONDED CAPS (ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE IN C39 ARE NOT DESCRIPTIVE. POUR LOCATION: Slab infill at 3.8/ F line REMARKS: Sampled at 9 of 9 yards. P#: C8993256; Client notified of low 28 day breaks. DISTRIBUTION: M.A. Mortenson, Daniel Stayton City of Carlsbad, Doug Mosley RESPECTFULLY SUBMITTED: ~~ David C. Wilson, RCE #54734 Senior Engineer .,q,,, .... ..... ,-.-, -~· ,.· -e4 .. y;-.. ~· •• ~ ., l ~ ---• .;,... ...... LAW. LAWGIBB Group Member J... SetlD: 200033269 9177 Sky Park Ct Suite A, San Diego, CA 92123 Tel: 858-278-3600 CONCRETE TEST REPORT Client: M.A. Mortenson Sprint PCS 3033500 DATE: 5/25/00 Project: JOB NO: 7030000008:01 :820 MIXID: SPECIFIED STRENGTH: 3000 PSI MIX DESC: Concrete DATE. SAMPLED: TIME BATCHED: BATCH PLANT: TRUCK: TICKET: FIELD INFORMATION 3/2/0Q BY: Michael Henshaw TIME SAMPLED: 1 :30 PM Hanson/14 350 179647 DATE RECV'P: 3/3/00 SLUMP, INCHES: AIR CONTENT %: UNIT WEIGHT, PCF: AIR TEMP, °F: MIX TEMP, °F: COMPRESSION TEST RESULTS CYL.NO. DIAMETER AREA DATE TEST AGE MAX.LOAD (IN.) (SQ.IN.) TESTED (DAYS) (LBS.) C1 28.26 319100· •. ~. ' -.. 6.9500 6.00 7 C2 6.00 28.26 3/30/QO 28 94000 C3 6.00 28.26 3/30/00 28 92000 C4 6.00. 28.26 R FIELD TESTS (ACTUAL) (SPECIFIED) 6 LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 NP LO: 0 HI: 0 65 LO: 0 HI: 0 COMP. FRACTURE STRENGTH TYPE (PSI) 2460 C 3330 A 3260 A JNLESS OTHERWISE INDICATED, TESTS WERE PERFORMED IN GENER.AL ACCORDANCE WITH THE FOLLOWING ASTM TEST METHODS C39, C138, C143, C173, C1064 DENOTES CURED IN FIELD <« DENOTES L0'-/11 COMPRESSIVE STRENGTH SLUMP MEASURED TO ONE-QUARTER INCH AIR CONTENT MEASURED TO ONE-QUARTER PERCENT 'RACTURE TYPE IS INDICATED ~y LETTER: (AJ CONE (BJ CONE & SPL!T (CJ CONE & SHEAR (DY SHEAR (E) COLUMNAR 0RACTURI; TYPE: (P) INDICATES CYLINDER TESTED USING l./NBONDED CAPS (ASTM C1231) AND THE SKETCHES OF TYPES OF FRACTURE l!'J C39 ARE NOT DESCRIPTIVE. ->OUR LOCATION: East parking lot screen wall footing; 1 foot deep by 3 footwide, foundation lEMARKS: Sampled at 9. 75 of 30 yards. P#: CB993256 ; NOTE: Reserve cylinder discarded DISTRIBUTION: RESPECTFULLY SUBMITTED: 'A.A. Mortenson, Daniel Stayton ~ity of Carlsbad, Doug Mosley •• '! Oavid C. Wilson, RCE #54734 S~oior Engineer· · · -• CIII or Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite <15.f-P Plan Check #: Permit#: Project Name: Address: CB993256 SPRINT PCS CHANGE USE OF BLDG 14600SF Tl TELECOM SWITCH CENTER W/ EQUIP SCR 2160 LAS PALMAS DR Lot: Contact Person: CATFISH Phone: 7604434477 Water Dist: CA Sewer Dist: CA Date: Permit Type: Sub Type: 0 4/19/2000 Tl COMM ............................................. , ........................................................................................................... . Inspected Date ~ko ~Disapproved: __ By: Jl!._. tt_, Inspected: Approved: Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ........................................................................................................................................................... Comments: -----------'----------------------- CIIJ 11 Carlsbad ~ ·: Flnal Bulldlna Inspection [•DO? 8 ~ , :""'I'"". • -.. Dept: Bulld~Plannlng CMWD St Lite Fire Plan Check #: Date: 4/28/2000 Permit#: C8993256 Permit Type: Tl Project Name: SPRINT PCS CHANGE USE OF BLDG Sub Type: COMM 14600SF Tl TELECOM SWITCH CENTER WI EQUIP SCR Address: Contact Person: Sewer Dist 2160 LAS PALMAS DR Phone: CA Water Dist: CA . Lot: 0 .................................................................................. ....................................................................... . ' ' Inspected &)___, Date ~~ / Disapproved: \ / By: Inspected:. I / 0() Approved: I ~ /. I Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ SS aaaa SSSS aa a aa I aa aa aa I a a S Sa I 8 aa la SSS ISaaal SS 1.1,l a SI SI aa Sa i SlalS It t!' S II 11 aa SSS SI I Ill I I I I I I aa a I I I IS :,..1 ! IS I I a Ir 111 I SS aaa as 111 a I I I IS taS laaata I ta It. I a la •••••• 11 Comments: ,/ku'k? nt<J« A-5 6cl/t__TJ _,f -D/v( /LL.Tio-</ o ~ clJC 4.ss r EsGil _Corporation 1.n Partnersliip witli (jovemment for 'Buiufing Safety DATE: January 7, 2000 CJ ~LICANT ,,, JURISDICTION: Carlsbad ~5 CJ PLAN REVIEWER CJ FILE PLAN CHECK NO.: 99-3256 SET:IV PROJECT ADDRESS: 2160 Las Palmas Dr. PROJECT NAME: SPRINT PCS SAN DIEGO SWITCH CENTER Office TI 0 D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. -The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted llerewith 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. 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: Esg·il Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person co'ntacted: Telephone#: · Date contacted: (by: ) Fax #: Mail Telephone REMARKS: A- By: Sergio Azuela Esgil Corporation D GA D MB D EJ D PC Enclosures: 12/23 trnsmtl.dot ESGil Corporation 1n Partnersnip wit/i, (jovernment for 'lJuifaing Safetg DATE: December 14, 199·9 JURISDICTION': Carlsbad PLAN CHECK NO.: 99-3256 PROJECT ADDRESS: 2160 Las Palmas .Dr. SET: III D AP®f ANT c:::g:JURIS~ D PLAN REVIEWER D FILE PROJECT NAME: SPRINT PCS SAN DIEGO SWITCH CENTER Office TI 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· ider-itified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [8J 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. [8J The applicant's copy of the check list has been sent to: Carrillo Architectural Group Inc., Attn. Brian Bell/Steve Carrillo 1321 HoweAve., Suite 202, Sacramento, CA 95825 [ZI Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Sergio Azuela Enclosures: Esgil Cbrporation ~ GA D MB D EJ D PC 11/30 trnsmtl.dot " I \ 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 / ,. Carlsbad 99-3256 III · December 14, 1999 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2160 Las Palmas Dr. DATE PLAN RECEIVED BY ESGIL CORPORATION: 11/30 REVIEWED BY: Sergio Azuela FOREWORD (PLEASE READ): PLAN CHECK NO.: 99-3256 SET: III DATE RECHECK COMPLETED: December 14, 1999 This plan review is limite_d to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is . based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items ·have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes ONo · Carlsbad 99-3256 :XII ·December 14, 1999, ,_' ,'-r • 1. Please make all corrections on the ·original tracings, as requested in the correction list. Submit three sets of plans fot commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets (COMPLETE SETS SHALL BE PROVIDED) of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palrnas Drive, Carlsbad, CA 92009, (760) 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 (COMPLETE SETS SHALL BE PROVIDED) to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 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 wiH not be reviewed by the City Planning, E:ngineering and Fire Departments until review by EsGil Corporation is complete. 3. Clearly show on plans full compliance with Article 64 of the UFC (attached copy), according to Table 3-E footnote# 10. According to the note provided on sheet G100 of plans the BATTERY ROOM RACKS shall be approved under a separate permit. Applicant shall provide evidence of approval from the Building Department to have this part of the project as a deferred submittal. Also applicant shall provide the following note on the plans for all deferred submittal items: "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, Who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." 10. Applicant shall provide a "Special Inspection Program" to the Building Official (see the attached form). The Building Department will resolve this correction. .. ~:' \ Carlsbad. 99-3256 III December 14, 1999 13. From the soils report provided: • The soils engineer recommended that he/she review ttie foundation excavations. Note on the foundation plah that "Prior to the contractor requesting a Builoing 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, the soils expansive characteristics and bearing capacity conform to the soils report." + Revised sheet 5201 was not provided .. Original correction is still applicable. If you have any questions regarding· these plan review items, please contact Sergio Azuela at Esgil Corporation.· Thank you. 24. The plans show supply air ducting into the fire rated corridor with no exhaust or relief to the outside, this makes the fire rated corridor used to supply air to rooms around the corridor with return air grills. Please correct, by removing supply air ducts from fire rated corridor or providing exhaust or relief ducts to the outside. 29. Provide completed MECH-4 forms. 30. Clearly note on the plans this building is to be used 24 hours seven days per week, as per the response, or provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131 ( d). 31. Correct the daylit area lighting controls to show how lights in the daylit shall be controlled so that the load for the lights may be reduced by at least one-half while maintaining a reasonably uniform level of illuminance throughout the daylit areas. Title 24, Part 6, Section 131 (c). As per Title 24 Part 6 Section 131 (b)1. through 4; A reasonably uniform reduction of illuminance shall be achieved by: 1. Controlling all lamps or luminaires with dimmers; or 2. Dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps; or 3. Switching the middle lamps of three lamp luminaires independently of the outer lamps; or 4. Switching· each luminaire or lamp. Carlsbad 99-3256 · III December ·14, 1999 35. The ENV-1 and MECH-1 forms oh sheet .M600 must be signed. The Documentation Author and the Principal Envelope Designer must sign the ENV-1 form. The Documentation Author and the Principal Mechanical Designer must sign the MECH-1 form. Note: If you have any questions regarding this plumbing, mechanical and energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGU Corporation 1n Partnersnip Wit/i. (Jovemment for '13uiufing Safetg DATE: November 10, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3256 PROJECT ADDRESS: 2160 Las Palmas Dr. SET:11 ~T OJURIS. D PLAN REVIEWER CJ FILE PROJECT NAME: SPRINT PCS SAN DIEGO SWITCH CENTER Office TI 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. cg] 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. cg] The applicant's copy of the check list has been sent to: Carrillo Architectural Group Inc., Attn Brian Bell/Steve Carrillo 1321 Howe Ave.,. Suite 202, Sacramento, CA 95825 cg] Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by:. ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Sergio Azuela . Enclosures: Esgil Corporation [g] GA D MB D EJ D PC 11/1 trnsmtl.dot 9320 Chesapeake Drive, Suit¢ 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-3256 II . November 10, 1999 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2160 Las Palmas Dr. DATE PLAN RECEIVED BY ESGIL CORPORATION: 11/1 REVIEWED BY: Sergio Azuela FOREWORD (PLEASE READ): PLAN CHECK NO.: 99-3256 SET: II DATE RECHECK COMPLETED: November 10, 1999 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you -have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? OYes DNo '.( -.!J Carlsbad 99-3256 II November 10, 1999 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: _ 1. Deliver all corrected sets (COMPLETE SETS SHALL BE PROVIDED) of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palhlas Drive, Carlsbad, CA 92009, (760) 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 (COMPLETE SETS SHALL BE PROVIDED) to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 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. APPLICANT PROVIDE INCOMPLETE SETS OF PLANS FOR RECHECK. COMPLETE SETS OF PLANS SHALL BE PROVIDED FOR RECHECK. PLEASE NOTE THAT INCOMPLETE SETS WILL NOT BE APPROVED. 3. Clearly show on plans full compliance with Article 64 of the UFC (attached copy), according to Table 3-E footnote# 10. 7. Original correction is still applicable. See doors 105 A, 113A and 113B. See original correction list." 10. Applicant shall provide a "Special Inspection Program" to the Building Official (see the attached form). The Building Department will resolve this correction. 13. From the soils report provided: • 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, the soils expansive characteristics and bearing capacity conform tothe soils report." Carlsbad 99-3256 II November 10, 1999 • DISABLED ACCESS PARKING SPACES 2. Please clearly show on plans that one of the spaces provided is Van. accessible, including the 8' wide isle for passenger loading. • DOORS 5. Revise plans, or door schedules to show that every required passage door has ~32" clear width, per Section 1133B.2. Clearly show the size for all door at the door schedule. Clearly show on plans all size for the existing doors included within the accessible paths of travel. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 18. Clearly note on the plans for each "control area" (or the complete building if one · "control area"): 'The amount of hazardous materials will be stored and/or used within the building will not exceed the quantities listed in UBC Tables 3-D and 3- E.' 19. Provide design of the Batteries/Power room# 105 as per UFC, Article 64. B) Show the required spill control UFC, Section 6404.4. Note: No exception found in UFC, Section 6404.4 for·"non-spillable batteries". See Attached. · C) Provide ventilation as per UFC, Section 6404.6. (One CFM per square foot of room floor area.) Minimum of 690 CFM exhaust is required, or calculations to show system is designed to limit the maximum concentration of hydrogen to 1.0 percent of the total volume of the room in accordance with nationally recognized standards. See Attached and please correct. D) Detail the required seismic bracing of the battery systems as per UFC, Section 6404.8 and the UBC. Provide the plans, details and calculations for the proposed Battery Modules to show the required seismic bracing. Not in the MSDS. See Attached. E) Provide smoke detection as per UFC, Section 6404.9. The required smoke detection was not found on the plans. Please correct. ' < , ' -~ ·.' , ', .. . Carlsbad 99-3256 II November 10, 1999 PLUMBING (1997 UNIFORM PLUMBING CODE) None of the plumbing corrections were found on the plans. Please correct. . . \ 20. Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 and Appendix 'A'. The water line sizing calculations were not found on the plans. 21. Provide the site plumbing plans showing the sizes and location of the water meter; the size and route of site water lines. This is needed to check the water line sizing calculations. 22. Correct the water heater seismic bracing table on sheet P500, as per UPC, Section 510.5. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. The detail E9 on sheet P500 is incorrect the "66 gallon or less" water heaters. 23. On the plans show the required backflow protection of water connection to fire protection systems as per UPC, Section 603.4.18. MECHANICAL (1997 UNIFORM MECHANICAL CODE) 24. As per UMC, Section 404.1-8, Return air shall not be obtained from a corridor, exit passageway or exit enclosure required by the Building Code to be of fire- resistive construction. The plans still show return and supply air ducting into the fire rated corridor. Please correct. 25. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cupic feet per minute per occupant. UBC, Section 1202.2.1. Show the outside air is ducted to the fan coil units# CRU-1 through CRU-7, or provide data to show the HVAC room # 116 is designed as a plenum. All wiring is plenum rated and all equ'ipment is listed to be installed within the plenum space as per UMC, Section 601.4 also see Sections 403 and 404. 26. Show the required smoke and fir dampers at all duct openings into the fire rated corridors. Clearly show the limits of the fire rated corridors. See item # 24 above. The plans still show return and supply air ducting into the fire rated corridor. Please -correct. Carlsbad 99-3256 lI November 10, 1999 28. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. B) : Detail the exhaust outlet clearances as per UMC, Sections 504.6 & 505.9. No data on the "gel-cell type batteries". Please provide data on proposed charging of the proposed batteries. C) Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-B & 5-C. Not found on the plans. ENERGY CONSERVATION 29. The City of Carlsbad is in Climate Zone 7, not Climate Zone 2. Correct the energy design. Only the ENV-2, MECH-3 and L TG-1 part 1 of 2 provided. Provide complete new energy design packages showing compliance. 30. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). New LTG-1 part 2 of2 form was not provided. Occupancy Sensors are not shown. 31. Show the daylit areas and required daylit area lighting controls for new or relocated lighting in daylit areas. 1itle 24, Part 6, Section 131(c). The plans do not comply. 33. Complete the MECH-1 form on sheet M600. Show the conditioned floor area. 34. The L TG-1 form must be signed by the Documentation Author and Principal Lighting Designer and must be imprinted on the plans. No sheet E000. 35. The Principal Envelope Designer must sign the ENV-1 form on sheet M600. 36. · Complete energy plan check will be done when complete corrected energy designs are provided. Note: If you have any questions regarding this plumbing, mechanical and energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ;f ~fil!;f ,iMbti(}~:ti{{i~tJ}·i,~,; :i.• .•• i,;~i,,:::",~fi,,kt·,I'P:o· ~·;. -" -~ :···, . ~ -' ARTICLE 64 -STATIONARY LEAD-ACID BATTERY SYSTEMS . I SECTION 6401 -SCOPE Stationary lead-acid battery systems having a liquid capacity of more than 100 gallons (378.5 L)used for facility standby power, emergency power or uninterrupted power supplies shall be in ac- cordance with Article 64. Stationary lead-acid battery systems with individual lead-acid batteries exceeding 20 gallons (75.7 L) each shall also comply with Article 80 .. SECTION 6402 -DEFINITIONS For definitions ofBATTERY, LEAD-ACIP and BATTERY SYS- TEM, STATIONARY LEAD-ACID, see Article 2. .SECTION 6403 -PERMITS 6403.1 General. For a permit to install or operate battery sys- tems with stationary lead-acid batteries, see Section 105.8, Permit b.1. 6403.2 Design Submittals. Prior to installation, plans shall be submitted and approved. SECTION 6404 -INSTALLATION AND MAINTENANCE 6404.1 General. Installation and maintenance of battery sys- . terns shall be in accordance with nationally recognized standards. See Section 9003, Standards a.2.10 arn;I a.2.11,.and Section 6404; 6404.2 Safety Venting. Batteries·shall be provided with safety venting caps. 6404.3 Occupancy Separation. In other than Groups A, E, I and R Occupancies, battery systems shall be located in a room sep- arated from other portions of the building by a minimum one-hour fire-resistive occupancy separation. In Groups A, E, I and R Occu- pancies, battery systems shall be located in a.room separated from ~. ~ 1" J" ·--:· ~ •·-;.:',:-·~·- other portions of the building by a two-hour fire-resistive occu- pancy separation. 6404.4 Spill Control. Each rack of batteries, or group of racks shall be provided with a liquid-tight 4-inch (101.6 mm) spill-con- trol barrier which extends at least 1 inch (25.4 mm) beyond the battery rack in all directions. 6404.5 Neutralization. An approved method to neutralize spilled electrolyte shall be provided. The method shall be capable of neutralizing a spill from the largest lead-acid battery to a pH be- tween 7.0 and 9.0. 6404.6 Ventilation. Ventilation shall be provided in accordance with the Mechanical Code and the following: 1. The ventilation system shall be designed to limit the maxi- mum concentration of hydrogen to 1.0 percent of the total volume of the room in accordance with nationally recognized standards, or 2. Continuous ventilation shall be provided at a rate of not less than 1 cubic foot per minute per square foot (5.1 m3/s per m2) of floor area of the room. 6404.7 Signs. Doors into rooms or buildings containing station- ary lead-acid battery systems .shall be provided with approved signs. The signs shall state that the room contains lead-acid battery systems, that the battery room contains energized electrical cir- cuits and that the battery electrolyte solutions are corrosive liq- uids. 6404.8 Seismic Protection. Battery systems shall be seismical- ly braced in accordance with the Building Code. 6404;9 Smoke Detection. An approved automatic smoke detec- tion system shall be installed in such areas and supervised by an approved central, proprietary or remote station service or a local alarm which will give an audible signal at a constantly attended location. 1-137 .J ' ·--~ -~,· ;" • Tel ~16.922.0550 Fax 916.922.4576 carrilloag@ carrilloag. com CARRILLO ARCHITECTURALGROUPINC October 27, 1999 City of Carlsbad Building Department City of Carlsbad 2075 Las Palmas Dr. Carlsbad, CA 92009-1576 Re: Sprint PCS San Diego Switch Center Office TI -Plan Check No.99-3256 Responses to Plan Check Corrections dated 9-14-99 Answer Explanations: 1. (See attached sets of revised plans) 2. 3. F18/A101 Hazardous Materials Note A note has been added to the legend area of sheet A 101 pertaining to the Battery Room and its contents. The Battery Room contains 48 battery modules with an electrolyte capacity of 13.77gal./ea. for a total of 661gal.. The room is protected with FM200 fire protection as well as being sprinklered. Table 3-E lists the maximum amount of corrosives in sprinkled area at l000gal.. The 661gal. is less than the exempt amount limit. , The Battery Room is constructed to 1-hour occupancy separation standards and the door assemblies are now rated to 1 hour. F18/A101 Control Area See answer 2. The Battery room is constructed to I-hour occupancy separation standards and the door assemblies are now rated to 1 hour. 4( abed) Additional .clarification notes and details F18/ AlOl and A603 Partition Sections Additional details and notes have been added to these sheets to further define the individual partitions and their connections. 5. Multiple Sheets Accessibility Issues (See responses to Title-24 items further defined) 6. Al/AlOl Floor Plan Doors 109 and 101B strike edge dimensions are now noted on the plan. 7. Al/AlOl Floor Plan Door 105B has been partially recessed in the wall to allow for egress clearances. 13. Jl5/A000 Door Schedule Doors 105A and 105B have been changed to 1-hour doors. 8. Al, Jl/A201 Building Sections The intended use for the space above the Switch Room, Control Room, etc. will be vacant attic space. The Attic Space is now noted on the sections. 1321 Howe Ave. Suite 202 Sacramento, CA 95825 City of Carlsbad Building Department Sprint PCS San Diego Switch Center Office TI Page2 9. (See Structural Corrections response letter attaclted.) 10. (See Special Inspection Program Slteet attaclted.) 11. Al,Jl / A201 Building Sections The occupancy separation includes the wall assembly to the new ceiling assembly. See answer 4 for additional clarification. 12. (See attaclted response letters.) 13. Soils report (See attaclted soils report.) 14-17 Electrical items (See attaclted electrical response letter.) 18a. (See response to Item 2)(See attaclted MSDS Slteet for tlte batteries) 18b. (See response to Item 2) 18c. (See response to Item 2) 19a. Al,Jl / A201 Building Sections I Hour fire rated separation is achieved when the 1 hour rated partition connects to the new concrete ceiling lid. See answers 4 and 11 for additional information. 19b. Required Spill Control The batteries meet the DOT requirements for non-spillable batteries as specified in 49CFR173.159(d) and IATA requirements for non-spillable batteries as specified in packing instruction 806 and provision a67. (See attaclted MSDS Slteetfor tlte batteries) 19c. Battery Room ventilation The Battery Room is 690s.f .. It has a 400cfm exhaust fan and (2) 22"x22" return air diffusers to exhaust air from the room. In addition, there are (7) 12"x12" supply diffusers providing air. 19d. Battery Room Seismic Bracing The Battery Modules, when assembled together, pass zone 4 seismic testing. (See attached MSDS Sheet for the batteries) l 9e. Battery Room Smoke Detection. A smoke detector will be inst&lled in the Battery room and coordinated with the overall Fire Protection System. .., .. ,, ·" City of Carlsbad Building Department Sprint PCS San Diego Switch Center Office TI Page3 20-23. Plumbing items (See attached plumbing response letter.) 24-28. Mechanical items (See attached mechanical response letter.) 29-36. Energy Conservation items (See attached mechanical response letter.) Title-24 Disabled Access Requirements la,b Al/AlOO Remodels additions and repairs Accessible path of travel noted on site plan Al00 2a. Al/ AlOO Disabled access parking spaces (2) Accessible spaces are now shown on the site plan 3. Al/AlOO Entrances and Circulation Accessible path of travel noted on site plan AlO0 4. Al/AlOO Entrances and Circulation Accessible path of travel noted on site plan AlO0 5. Jl5,A15/ AOOO Doors Opening sizes denoted with an 'X' are 3 '-0"x7' -0" whether new or existing. J. Steven Carrillo, Architect C 11,222 President . - INTERFACE ENGINEERING Consulting Engineers COMPANY: Carrillo Ar:chitectural Group Project Memorandum DATE: 6542 SE Lake Road Milwaukie, OR 97222 503.659.6394 OFFICE 503.659.9029 FAX September 27, 1999 . ATTENTION: Brian Bell . ADDRESS: FROM: i 321 Howe Ave., Suite 202 Sacramento, CA 95825 Don PfaJf, P.E, / Marcus Kingdon P.E . . SUBJEc;T/PROJECT: Sprint PCS -San Diego PROJECT NUMBER: 99-470 . Responses to Plans Review Comments dated September 14, 1999. Electrical ·item 14: Item 15: Item 16: Item 17: Plumbing Item 20: Item 21: Item 22: ltem.23: a) The Transfer Switch Rating is 1600 Amps, see Detail I of Sheet E I I 0. b) The Transfer switch is a motorized 3-pole switch. c) The Generator is provided for building backup power only. The emergency power is provide with unit batteries at the life safety devices. Available Fault Current for panelboards HP I, HP2 and RPB are shown on their corresponding panel schedule located on Sheet E300. Available Fault Current for panels LP I, LP2, LP3, LP4, IP- M, and MPG2 are 9072, 9072, 8921, 7878, 7593, and 6194 Amps respectively. Panelboard AIC ratings will be provided to handle this current. The Grounding Electrode wire size is shown on the Grounding Diagram, K 12/Sheet E60 I as #4/0. The conductor type will clarified as copper. The transformer grounding is specified in Specification Sectiop 16461, 3.0 I, B. Domestk: water calculations have been added to sheet P500. Water meter and exterior water service are all existing, and therefore are not shown on the plumbing drawings. Detail for water heater seismic bracing has been revised per UPC Section 510.5. The fire protection is a design/build system by the fire protection contractor, and therefore is not included in the plumbing drawings. DISTRIBUTION: file S:\99470\COMM\092799PM.WPD '• Mechanical Item 24: Item 25: Item 26: Item 27: Item 28: Energy Code All return air has been deleted from the rated corridors. Outside air is provided to each space at 15 cfm per occupant (see calculations on MECH-3). CRU-1 through 7 are located in a room that acts as a return air plenum. There are no ducts attaching to their return air inlet openings. Outside ventilation air is instead injected into this room/plenum using fan RSF-1. Given the high rate ofair exchanges and that all computer room ·units are serving one large open room, stagnation or stratification of this air should not be a problem. The rated corridors are of a "tunnel" type construction, with rated lids as ceilings (see architectural sections). Each supply air·duct penetration through this lid is protected using a fire/smoke damper. All other ductwork shown occurs above this lid. · See previous item. a) Outside supply air has been increc1Sed to HP-2 (Break Room, Toilets) and to HP-5 (Battery Room) to equal the amounts of air exhausted . .b) The batteries in the Battery Room are of the gel-cell type, and do not produce hazardous or flammable vapors. Exhaust outlet requirements of UMC 504.6 and 505.9 pertaining to this classification are thus not applicable. c) Exhaust duct materials have been added to drawing M IO I via sheet notes. Item 29: Climate zone information has been updated. Item 30: Oc~upancy Sensors will be added to all areas except Switch Room I 17 and Control I 18. These two rooms will be occupied 24 hours. per day, 7-days per week. Item 31: Daylit areas are West wall of Reception IO I, North and West corner of RF Engineers I 03, and Southwest corner of Cell Techs I 19. Local switches will be added to control 50% of the lamps within the Daylit areas Item 32: Bi-level lighting controls are shown on Sheet E I 0·1 , refer to a and b designations next to switches and luminaires. Item 33: MECH-I floor area.has been corrected. · Item 34: Signed form is attached. Item JS: Additional worksheets are shown on Sheet gooo. DISTRIBUTION: file S:\99470\COMM\092799PMWPD Page2 . • SPRINT SAN DIEGO Project No. 99470 Electrical Addendum Drawings: 1. Sheet El0l: To comply with Title 24 Part 6, Section 131 ( d) automatic lighting control requirement, .provide Wattstopper CI series occupancy sensors to provide full area coverage in the following rooms: Reception 101 (1 .sensor), Conference 102 (1 sensor), RF Engineers 103 (6 sensors), Office 104 (1 sensor), Batteries/Power 105 (2 sensors), Corridor 106 (8 sensors), Copy/Mail 107 (1 sensor), Women's 108 (1 ultra-sonic type sensor), Men's 109 (1 ultra-sonic type sensor)~ Jan. 110 (1 sensor), Break Room 111 (2 sensors), Corr. 112 (1 sensor), Electrical I t3 (2 sensors), Secure Storage 114 (2 sensors), Storage/Staging 115 (2 sensors), HV AC 116 (3 sensors), Cell Techs 119 (3 sensors), F.S. Riser 120 (1 sensors), Corr. 121 (1 sensors). Provide Shop drawings of the sensors used and a floor plan showing occupancy sensor coverage. 2. Sheet E101: To comply with Title 24 Part 6, Section 131 © day lit area lighting controi requirement, provide additional switching as follows: · a. Reception 101: Provide additional switch to control one lamp in each Type 'A' ~uminaire closest to entrance door and at door to Corridor 106 (three lamps total). b. R.F. Engineers 103: Provide additional switch to control one lamp in each Type 'A' and 'Al' luniinaire located adjacent to building exterior windows (five lamps total). c. Cell Techs 119: Provide additional switch to control one lamp in each Type 'A' and 'Al' luminaire located adjacent to building exterior windows (three 1amps total). 3. Sheet E601: K-12 Ground Bar Interconnections Dia.gram: Provide copper Grounding Electrode conductor. END OF ELECTRICAL ADDENDUM MK ENVELOPE COMPONENT METHOD ENV-2 PROJECT NAME >Pfl1,J,->IIN /)ie:t:,o DATE ·WINDOW AREA CALCULATION SKYLl(;HT AREA CALCULATION GROSS WALL ~ IU DISPLAY PERI-_( t ATRIUM HEIGHT I -I FT AREA (GWA) METER(DP) -- GWAx0.40 3,-Z-S"D DP-x6 >?t • • -I IF~55 FT IF>55FT ~ ~ I ,.. GREATER OF .... L.1 t 0.10 IX I I= I. I If the PROPOSED WINDOW AREA is I 7,-Z-'51) · 1 MAX. ALLOWABLE ~1 IX I I = I I greater tharrthe 0.05 WINDOW AREA MAXIMUM-. •• GROSS ROOF AREA ALLOWABLE ALLOWED AREA WINDOW AREA, go ·1 19"2-I PROPOSED If the ACTUAL SKYLIGHT AREA is greater i to another-method. . WINDOW AREA than the ALLOWED SKYLIGHT AREA, go to I I another method. - ACTUAL SKY. AREA OPAQUE SURFACES I ASSEMBLY U-VALUE* TABLE ASSEMBLY NAME TYPE HEAT INSULATION R-VALUE* VALUES? · MAXIMUM (eg. Wall-1, Fioor-1) (eg. Roof, Wall, CAPACITY PROPOSED MINIMUM PROPOSED ALLOWED Floor) ALLOWED y N l,j~ W-"11-1.-l1--z--ri.-II !?.-II D D fc.,#4f,' ~Of-lf--0 /<.-19 I<.-// D D D D -D D D D * -For each assembly type, meet the minimum insulation R-value or the maximum assembly U-value. " WINDOW$.· PROPOSED RSHG WINDOWNAME ORIENTAnON U-VALUE #OF PROP. ALLOWED (e.a., Window-1 Window-21 N I E ·1 S IW PROP. ALLOW. ·PANES SHGC H V HN OHF RSHG RSHG . C.W~-I 1:J ·D ~ fSJ 0-60 . /-7.,) 7.. D-tO .-----0'6() 0,t"2. ~~S-f tio DD 0~60 f---z.,,1 z.. 0~60 ----o-to o.g 7 D D CJ D D D DD · SKYLIGHTS SKYLIGHT NAME GLAZING #OF U-VALUE SOLAR HEAT GAIN COEFFICIENT (e.a., Skv-1, Skv-2) TMNSLUCENT I TRANSPARENT PANES PROPOSED ALLOWED PROPOSED ALLOWED D D D D D D D D Nonresidential Compliance Fotm November 1998 .. MECHANICAL VENTILATION MECH-3 · PROJECT NAME I DATE 5 P R..ttlT .,,. ~J {)( I!;(:, O 9 -?,.,, 7 --Y.9 -I MECHANICAL VENTILATION [HJ OJ QJ AREA BASIS OCCUPANCY BASIS REQ'D. DESIGN COND CFM MIN. No. CFM MIN. O.A. OUTDOOR TRANSFER ZONE/ AREA PER CFM OF PER CFM {MAX.CFO AIR VAV AIR SYSTEM (SF) SF (8XC) PEOPLE PERSON (EXF) ORG) CFM MIN.CFM CFM Jtfr( l'-f~ r>-1t;° _?,ff} I b tr;-7.1'6 7J 0 ;t:D r/ P-1-JOO:> ()_ If '1-:;P 1, '7 I½ }7~ lf t;7> I, l( oo H fl~"> I tu; 0-1~ . 169 /if I c; z.,,~ "2.---Z.,,S-}t>o I/ fl--'I I 01n 0.J<i ,.err . /-Z, ,r; IS D 18 0 0'10 ,,,_ r; 710 0-,e; Jo, 0 Ir;' l/0 f/0 lfoO !If-{, , >fl'D n. I~ UrJ -0 .,c;-7..,,/ 0 vto 7.,77 (1L11_, ( ... 7 'S:61-0 0.£5 b~O 1.., rt::r 30 ~r;V 8s1) Totals (For MECH-4) ....,.I ____ ~ ~T 'Minimum ventilation rate per Section§ 121, Table 1-F. Based on expected number of occupants or at-least 50% of Chapter 10 1997 UBC occupant density Must be greater than or equal to H, or use Transfer Air. Design outdoor air includes ventilation from supply air system & exhaust fans which Qperate at-design conditions. _ [R] Must be greater than or equal to (H -I), and, for VAV, greater than or equal to {H -J). Nonresidential Compliance Form November 1998 " . ' ... PROJE:CT NAME DATE 8/25/99 . Sprint PCS Switch Center PROJECT ADDRESS Bui~dfoig Permit( .. ~---, .. San Diego, California ,,_ 4 PRINCIPAL -DESIGNER -LIGHTING !Tel 503.659.6394 Cnecked,by/Glate D.OCLJMENTATION AUTHOR Mark Wilkerson !Tel 503.659.6394 l;fifrc111nt ·.fi-98-_lilCY(L!§e: · <;,ENEB:AL. · 1NFSRMAT-IG>ff ',-· . .. ' -.. -,, ·" -----. ·-. -. -.. DATE OF PLANS-6-29-99 BUILDING CQNDITION!=D FLOOR AREA 14600 Sq.Ft. CLIMATE ZONE . BUILDING TYPE Ix NONRESIDENTIAL I IHIGH RISE RESDNT.I IHOTEL/MOTEL GUEST ROOM PH. OF CONSTRUCT. Ix NEW CONSTRUCTION I !ADDITION I !ALTERATION I !UNCONDITIONED* METHOD OF ENVELOPE (*File Affidavit) COMPLIANCE !ilCOMPLETE BUILDING nAREA CATERORY nTAILORED nPERFORMANCE This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of t_he California Code of Regulations., This Certific.ate applies only to building lighting requirements. Dqcumentation Author Mark Wilkerson Signature Date 4?1· 'l The Principal Lighting Designer hereby certifies that the proposed building-design represented in this set of construction documents is consistent with the other compli!mce forms and worksheetl:l, with the specifications, and with any other .calculations submitted with this permit application. The propol;led building has been designed to meet the envelope requirements contained in the applicable parts of Sections 110, 119, 130 through 132, 146 and 149 of Title 24, Part 6. Please check one: X I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for. its preparation; and 'that I am _licensed in the State of California as a civil engineer or electrical engineer or I am a licensed architect. I affirm that I am eligible underthe provisions to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsiole for its.preparation; and that I am a licensed contractor performing this work. 1· affirm that I am eligible under Division 3 -of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537,5538 and 6737.1. -(These sections of ~he Business and Professions Code c!re pri(lted in full in the Nonresidential Manual.) PRINCIPAL LIGHTING DESIGNER-NAME SIGNATURE . LIC. NO. B8il:Sl?86 Indicate location on plans of of Note Block for Mandatory Measure E-6 ,tf)!ST:~U(;:TION$-TO APPl!IGANT:. ·: . · For detailed instructions on the use of this. and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. L TG-1: Required on all plans for all submittals. Part 2 may be incorporated in schedules on plans. L TG-2: Required for all submittals. L TG-3: Optional. Use only if lighting control credits are taken. L TG-4: Optional. Use only if Tailored Method is used. Parts 2 and 3-used only if applicable. Nonresidential Compliance Form .. DATE ~ November 1998 ' ; ' . . ,\ •· ' ~ \ .. ;;: \· :l~-.. ,; ' ~ ·, , .... _·, ,.._ . '--',..,;. -.~ ; . - , • ~ • l .;_ ~·· ' ' • ,' .• : • • .• • I • \ ' ' . . •' '., -.' ' '. ' : ,.. ' '' ~ ::, . ' ~ 1;·, ' " ' ' "f • ....., • ,: ,., ., • • • ,, :'.' • ,. ~ • > ~ I ' '. ', ' • ' ,<' --: '_ ·~. ,', • : _; ~: .. ' • ' '' •• ; ' ". ' J, ~---:, , ... •,, _.... \, ' • - ~ ~. -:-~-/ • ' ; < '~,, :: • :,. • , , -• • • ', : ,'' I' • -,'·· ' ' ··;. • " .;-:_,_ .; · :···:.::· .",_-· ,-. 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I \ < • ',• ·::.-.·,_<::·~.\-:Mr:·s·ri~ri-.B.en·~--. ·_ ·;_,:<:~----_: __ :-.\._ ,. ::/·:·_.·,:.._ .. ·:.· ·. · .. . -.· -,. __ ::< .. , ;· Oarrill.oArchit~ctu(al Gr9up .--:'·. · .. _ ). ·:·< . .-:·.:.:. i . _-·. : .. _-: .\ ~.-.Y:/ .· 1,32f'HoV{ef·Ave·n·ue-,: s·uite::202·. . . ,.:-. ~; :. ·_: ,: ---~ . · .:'. .. : -: .. ·_·., · ----,. -·,._. · Sacramento·' CA 95825 ·.= . ·.-· · -· · · · ·. -.. :_: ·. : __ ·.-. · ·---: . -,'. ~ .. ",·::-',:-:· ,, .· .. ', ·' ' -' '···: .. :. __ · ''·.·:· ::_·:._·· . ~· : -·---,,,;. · . • '' : • • • :_ ,: : : .:~' ;I •• ' • • :. ' ,_.. ·,.' ; 1 ' ' • • • ! • . / >::?··. ·:-:-: ::iSupj~c/s~fint Pcs s~-n-I)fcigo._~wit~{d~6l~t.-;b~~~-TI .. ~. -~- ·-.· '.-·.-·, :.· -·· ... 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'•(I_ /', a result of corrections EsGil Corporation '.In Partnersliip Witli (jovemment for '.Buiuling Safety DATE: September 14, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3256 PROJECT ADDRESS: 2160 Las Palmas Dr. SET:I ,. CJ APPLICANT ~:::, 'cJ-PtAN"REVI EWER CJ FILE PROJECT NAME: SPRINT PCS SAN DIEGO SWITCH CENTER Office Tl 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 wnen minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [8J 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. [8J The applicant's copy of the check list has been sent to: Carrillo Architectural Group Inc., Attn. Brian Bell/Steve Carrillo 1321 Howe Ave., Ste. 202, Sacramento, CA 95825 [8J 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: Date contacted: (by: ) Mail Telephone Fax In Person D REMARKS: By: Sergio Azuela Esgil Corporation ~· GA [gl MB D EJ D PC Telephone#: Fax#: .,, Enclosures: 9/7 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego; California 92123 + (858) 560-1468 + Fax (858) 560-1576 .r'.. -?, Carlsbad 99-3256 September 14, 1999 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 99-3256 OCCUPANCY: B & S-1 TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: 24,000 SF 8,000 SF X 3 (sprinklers) SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8/31/99 JURISDICTION: Carlsbad USE: Office/Storage ACTUAL AREA: 14,600 SF STORIES: 1 HEIGHT: 24 FI' OCCUPANT LOAD: 132 DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/7 DATE INITIAL PLAN REVIEW COMPLETED: September 14, 1999 PLAN REVIEWER: Sergio Azuela FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation. and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments,may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 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, 1997 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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot ·' Carlsbad 99-3256 September 14, 1999 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1 f61. 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, (858) 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. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 3. If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 3-D and 3-E, they shall be constructed of not less that required for a one-hour occupancy separation. Footnote 1. 4. Provide a section view of all new interior partitions. Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". b) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has beeh designed for partition lateral load). c) Wall sheathing material and details of attachment (size and spacing of fasteners). d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 5. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24. 6. The width of the required level area on the side into which doors swing shall extend 18 inches past the strike edge for interior doors. Title 24. Please show it on plans for doors 109 and 1 OtB. Carlsbad 99-3256 September 14, 1999 7. Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 1004.3. Doors opening to corridor 106. 13. Provide one-hour fire-resistiv~ door assemblies in the one-hour occupancy separation. Section 302.3. Doors 105A and 105B. • MISC~LLANEOUS 8. Please clearly show on plans any intended use for the 'space between the new ceiling and the existing roof above the Switch room, Control room, etc. 9. Design calculations for the Foundation for the Standby Generator were not provided. Please provide the calculations for the Standby Generator Foundation, including the AB's calculations. Also provide Foundation Plan, including the AB's size and location. Additional corrections may follow. 10. Applicant shall provide a "Special Inspection Program" to the Building Official (see the attached form). The Building Department will resolve this correction. 11. Please clearly show 6n plans (Cross Section J1 on sheet A201) that the occupancy separation includes the wall assembly all the way to the existing roof, or the ceiling assembly and the steel beam. Also include the assembly approval numbers for the floor to ceiling and for the steel beam. 12. See attached lists for: electrical, mechanical, plumbing and energy corrections. CARLSBAD SPECIAL CODE REQUIREMENTS 13. All projects required a soils report. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan she_et, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the platis 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: Yes D No D Carlsbad 99-3256 Septemb~r 14, 1999 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. + ELECTRICAL PLAN REVIEW + 19.96 NEC + PLAN REVIEWER: MORTEZA BEHESHTI 14. Provide ratings information for the transfer switch. If a four pole transfer switch, then shown grounded neutral at the generator. Also provide for both signs at the main service regarding the generator. NEC 700-8(a) and (b). 15. Specify and justify, the ampere interrupting capacity (AIC) ratings of the subservice equipment. NEC 110-9, 230-65. 16. Specify the grounding electrode conductor size and wire type (AUCU). NEC 250-94. 17. Show the "nearest electrode" used for each transformer secondary ground system (i.e., building steel, cold water pipe). NEC 250-26(c). Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti 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. + PLUMBING, MECHANICAL AND ENERGY CORRECTlqNS + PLAN REVIEWER: Glen Adamek 18. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. a) Clearly show types of hazardous material is being,stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). b) Clearly show the amou,11ts of each type of hazardous material to be stored and in use. c) Clearly show where in the buildings each type of hazardous material is being stored or used. Carlsbad 99-3256 Septembe_r 14, 1999 19. Provide design of the Batteries/Power room # 105 as per UFC, Article 64. a) Provide fire rated separation as per UFC, Section 6404.3. Correct the fire separation at the attic. Sections do not show the fire rated walls to the roof level. b) Show the required spill control UFC, Section 6404.4. c) Provide ventilation as per UFC, Section 6404.6. (One CFM per square foot of room floor area.) d) Detail the required seismic bracing of the battery. systems as per UFC, Section 6404.8 and the UBC. e) Provide smoke detection as per UFC, Section 6404.9. PLUMBING (1997 UNIFORM PLUMBING CODE) 20. Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 and Appendix 'A'. 21. Provide the site plumbing plans showing the sizes and location of the water meter; the size and route of site water lines. 22. Correct the water: heater seismic bracing table on sheet P500, as per UPC, Section 510.5. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. 23. Detail the backflow protection of water connE?ction to fire protection systems as per UPC, Section 603.4.18. MECHANICAL (1997 UNIFORM MECHANICAL CODE) 24. As per UMC, Section 404.1-8, Return air shall not be obtained from a corridor, exit passageway or exit enclosure required by the Building Code to be of fire- resistive construction. Please correct. 25. Provide mechanical. ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1. Show the outside air is ducted to the fan coil units# CRU-1 through CRU-7. 26. The fire rated corridors are not to be used to convey air to or from rooms. UMC Section 601.1.1. Clearly show the limits of the fire rated corridors. 27. Show the required smoke and fir dampers at all duct openings into the fire rated corridors. Clearly show the limits of the fire rated corridors. Carlsbad 99-3256 September 14, 1999 28. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Detail the required make-up air as per UMC, Section 505.6. b) Detail the exhaust outlet clearances as per UMC, Sections 504.6 & 505.9. c) Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-B & 5-C. ENERGY CONSERVATION 29. The City of Carlsbad is in Climate Zone 7, not Climate ~Zone 2. Correct the energy design. 30. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131 (d). 31. Show the daylit areas and required daylit area lighting controls for new or relocated lighting in daylit areas. Title 24, Part 6, Section 131 ( c ). 32. Show bi-level lighting controls as per Title 24, Part 6, Section 131 (b ). 33. Complete the MECH-1 form on sheet M600. Show the conditioned floor area. 34. The L TG-1 form on sheet E000 must be signed by the Documentation Author. 35. Provide plans, calculations and worksheets to show compliance with current energy standards. 36. Complete energy plan check will be done when complete corrected energy designs are provided. Note: If you have any questions regarding this plumbing, mechanical anc;i energy plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1998 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. Carlsbad 99-3256 September 14, 1999 . • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 11348.2. These requirements apply a$ follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. • DISABLED ACCESS PARKING SPACES 2. Revise site plan to show compliance with the required number of accessible parking spaces for new facilities, ( or at existing facilities where a change of occupancy occurs). Per Table 118-6 the minimum number of spaces is: 3. 4. a) 1 for each 25 spaces up to 100 total spaces. Clearly show on plans at lest 2 accessible parking spaces. • ENTRANCES AND CIRCULATION Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 11338.1. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public way. per Section 11148.1.2. • DOORS 5. Revise plans, or door schedules to show that every required passage door has ~3211 clear width, per Section 11338.2. Clearly show the·size for all door at the door schedule. ' END OF DOCUMENT Carlsbad 99-3256 September 14, 1999 VALUATION AND PLAN CHECKFEE JURISDICTION: Carlsbad PREPARED BY: Sergio Azuela BUILDING ADDRESS: 2160 Las Palmas Dr. BUILDING OCCUPANCY: B & S-1 BUILDING PORTION BUILDING AREA (ft.2) PLAN CHECK NO.: 99-3256 DATE: September 14, 1999 SPRINTS PCS Office TI TYPE OF CONSTRUCTION: V-N .. VALUATION I VALUE MULTIPLIER ($) Office Tl 14,600 28.00 408,800 Air Conditioning Fire Sprinklers TOTAL VALUE 408,800 D 199 UBC Building Permit Fee ·cgj Bldg. Permit Fee by ordinance:$ 1,702.57 D 199 UBC Plan Check Fee C8J Plan Check Fee by ordinance: $ 1,106.63 Type of Review: cgj Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 885.34 Comments: .,. Sheet 1 of 1 macvalue.doc 5196 I ,,II_ BUILDING PLANCHECK CHECKLIST cs9,-3;).£'{p ~~~~IN~otm _.-==::....t.,;~~~9-=;=:--,--f?,~~~;.::;_;_-=---------- P RO J EC T DESCRIPTION: ASSESSOR'S PARCEL NUMBER: --='---=--------"'--""'---EST. VALUE: ENGINEERING DEPARTMENT APPROVAL · · DENIAL The item you have submitted for review has been Please se~he attachecl report of peficiencies approved. The approval is based on plans, marked wit D. ake necessary corrections to plans information and/or specifications provided iri your or specific · s for compliance with applicable submittal; therefore any changes to these items after codes and standards. Submit corrected plans and/or this date, including field modifications, must be specifications to this office for review. reviewed by this office to insure continued conformance with applicable codes. Please review. carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. [l Right-of-Way permit is required prior to construction of the following improvements: By: By: By: Date: Lrf</99 Date: Date: FOR OFFICIAL USE ONLY G AUTHORIZATION TO ISSUE BUILDING PERMIT: _-,\ , . Date: CJ f { f V v By: ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone:· (619) 438-1161, ext. 4374 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Pr_,ide a fully _dimensioned site plan drawn_ to scale. Show: A./4rth Arrow . rjroperty Lines ~g & Proposed Structures V. Easements ~xisting Street Improvements ~ Right-of-Way Width & Adjacent Streets ~iveway widths 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography 3. Include· on title sheet A. Site address B. A$sessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved ... EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No._-,--__,.. ____________________ _ 4b. All conditions are in compliance. Date: ?fl tu~ ~'\IL.. ~ ~ ,, 'b/W4---'- \\LASPALMAS\SYS\LIBRARYIENGIWORDIDOCS\CHKLSnBullding Plancheck Cklst BP0001 Form KF.doc Rev. 9/3/97 2 ~l,ut,S U,,,.r /buvJ -0 0 0 BUILDING PLANCHECK CHECKLIST Di:DICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site)~ re~ired for all new buildings and for remodels with a value at or exceeding $ l 7 Olf1 , 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 appropriat~ 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 issu~nce 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 6a. All needed public improvements upon and adjacent to the building site must be constructed at tir(ie rnilding construction whenever the value of the construction exceeds $ ,'zO J , pursuant to Carlsbad Municipal Code Section 18.40.040. 1 Public improve7nts required as follows:-Lu-u-£=,.;=;.. ___ ol,{) _____ ~""---'-----~ I-l/'l'-U~ s 1 &i-tl£Wtl., Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed 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. 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: ~~~:;~~_AS\SYS\LIBRARYIENG\WORD\OOCSICHKLS11Bullding Plancheck Cklst BP0001 Form KF.dQc 3 1st./ 0 a a a 0 a 0 a 0 a a 0 a a BUILDING PLANCHECK CHECKLIST 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future lmprovementAgreement 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). 7b. Grading Permit required, A separate grading plan prepared by a registered Civil · Engine13r must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to lssuance of a Building Permit. Grading ln~pector 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 <Srading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is reql!ired 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: IILASPALMAS\SYSILIBRARYIENGIWORDIOOCSICHKLST\Building Plancheck Cklst BP0001 Fann KF.doc Rev. 913/97 4 ., 1st.I ,0 0 0 0 Q 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 sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the 'EWA Exempt List. You .may telephone (760)"438-2722, extension 153, for assistance. Industrial Waste permit accepted by: Date: 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollt1tants 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. ~ired fees are attached · O No fees required 13. Local Facilities Management Zone Transportation Fee Agmt Signed. 14. Additional Com~e_nts: ~ e ..J_ • Pli t# <:§f ~ X-LSc-Ln~ H:\WORD\DOCS\CHKLSnBwlding Plancheck Cklst BP0001 Form KF ,doc 5 Rev, 9/3/97 ENGINEERING DEPARTMENT C p 99 I, · FEE CALCULATION WORKSHEET .l,l -C9 D Estimate based on unconfirmed information from applicant. D Calculation .based on building plancheck plan submittal. Address: ;)J (R, ~ La. S pa) vi--. 4. S Bldg. Permit No. C,,/35:)-· 3:J."5'{p Prepared by: § i:>ate: . . Checked by: ____ Date: ____ _ EDU CALCULATIONS: List types and squa~e footalu,!~-~~~~sS:-5'' ()u.dl:t' Types of Use: /\(.e,w of{,c f-¾?. Sq_. Ft./Units: (13r;.re~oitiei,p!B J:/f!> EDU' s: 3. ; 3 Types of Use:_______ Sq. Ft./Units:______ EDU's: ____ _ ADT CALCULATIONS: list types and square foota9.~~ for all uses. 2 " .. _ . , .;t . r . Otf-1ce 9~/8 I 'if·-., ~ IL/ r 77 Types of Use: N.e..u.; t>f{tc~ Sq. Ft./Units:w,u~J.o .. s.-:,,18 ~DT's: ____ · __ Q • IL/ f • . Types of Use: ----'-----Sq. Ft./Umts: _____ ADT's: _____ _ FEES REQUIRED: WITHIN CFO: Cl YES. (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) p NO PARK AREA & #: __ _ D 1. PARK-IN-LIEU FEE FEE/UNIT:._· _ __.;. __ X NO. UNITS:. __ _ = $ ---::::::::::: Cl 2. TRAFFtC IMPACT FEE =$ );ltd, .,y ,/ =$ llf f7· 7-o / APT's/UNITS: / '/f. ?7 X FEE/ADT: ~ 2. ZONE TRANSPORTATION ADT'S ____ . X $10 D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3 __ ) ADT's1UNIT$: ...... ______ _ X fEE/ADT: ___ _ = $ > .c:::::::: 0 4. FACILITIES MANAGEMENT FEE ZONE: . ..,.,.... __ _ D a a UNIT/SO.FT.: X FEE/SO~FT./UNIT:. ___ _ 5. SEWER FEE PERMIT No. EOU's: 3-~3 18'5V-x . FEE/EDU •. __ _ BENEFIT AREA: G, -4--DRAINAGE BASIN: __ _ =$ [o(LJ-1.&_2-~ ,/ =$ 3;1~, .;,ltj EDU's: 3.~3 X FEE/EDU: Cj .,-: , 6. $.EWER LATERAL ($2,500) = $ c::::::: 7. DRAINAGE FEES PLDA HIGH ___ /LOW __ _ ACRES: X FEE/AC: = $ ~ TOTAL OF ABOVE FEES*:$· 11 (p 33. r;< *NOTE: This calculation sheet Is NOT a complete list of all fees which may be due. Dedlcat_ions and Improvements may also be required with Building Permits. ~; ~ ~· 2 ~ "* "' "' Cl Cl Cl ~~ >, >, >, .,:;, .0. .0 ;i;; N ~ 'II' .x -"' -"' '-' " " ,Q) Ql Ql .r::. .c: .c: (.) 0 0 C: C: C: "' "' "' a: a: a: @JlQ 0 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB qi/-54>6. Planner Van Lynch. Phone (619) 438-1161, extension APN: 2/3 ... D rtJ;.-~ J. 4447 Type of Project & Use: (J.Jl)t/ 1rt?t4L Zoning: p;-0 General Plan: P.,l; Net Project Density: __ /1-'.'._1.,._#_~_~D~U~L~A~C~ Facilities Management Zone: -~--- CFD· (in/~ -Date of participation: .--Remaining net dev acres: - Circ~ ---- (For non-residential development: Type of land used created by · this permit: ---) Legend: [8J Item Complete Environmental -Review Required: {J) Item Incomplete -Needs your action YES _ NO _ TYPE /416-6 bee · DATE .OF COMPLETION: ____ _._ __ ~j)~,,J. Compliance with conditions of approval? if not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. 4670 PROJECT NO. 99-/6, . YES 7'.NO TYPE C?1 p DATE ('2-f-C(q OiHER RELATED CASES:.,_· _________________ _ C0mpliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ________ ----'----------------- ~ D· Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO,X_ CA Coastal Commission Authority? YES NO If California Coas~al Commission Authority: Contact them at -3111 Camino Del Rio North,-Suite 200, San Diego CA 92108-1725; (619) 521-a036 Determine status (Coastal Permit Required or Exempt): 'coastal Permif-D'eter~inatidA' '.Pdrrli·'already ·completed? YES -If ,Nd·, ·complete:Coastal ·Permit Oetermination . .Form now; ·. : · .: ,Coastai Permit.Determination :Log #: . Follow-Up Actions: NO 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). \ · · 2) Complete Co~~~~! .permit Determination Log as needed. D,)G D D~D lnclusionary Housing Fee required: YES __ NO K__ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES NO (A/P/Ds, Acti11ity Maintenance, enter Cij#, toolbar, Screens, Housing·Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1. Provide a fully dimensional site· p.!an , drawn to scale. Show: North arrow, property lines, easements, ·.E;3x.isting and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existi_ng - topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Required ------Shown ------Interior Side: Required ------Shown ------Street Side: Required ------Shown ------Rear: Required -------Shown 2. Accessory structure setbacks: Front: Required _____ _ Shown Interior Side: Required ------,,1,---j,-....,....,,::,-- S tree t Side: Required ---4'--'&'--r-+--t:,--- R ear: Required ----'----L0J Shown Shown Shown Structure separation: Required ------Shown D ':gJ · D 3. Lot Coverage: Shown Required ------ D-~D 4. Height: Required ------Shown 5. Parking: Spaces Required ------Shown ------ Guest Spaces Required -------Shown ------ Additional Comments P&Vo1/ll[z )) /Plf.J//lll-o;c C C//J t?t17,,{. /o-2f:t 49, t(b111Q6 /).&i!Atl.£ <,2/= 0Cl...l,,l/))~I SC/Y::d-W.S. >f(otJ l-oC/lJro,J,, M6lr6rtT; /u)/J NA·n.:tuJlS · /)p,JwJWb MZQO /)614 fHUIAJ ~f/?f;ir:fNS · !Mvl7ff S'f-/'J.HlpJ o,J /11/oZ. OK TO ISSUE AND ENTERED APPROVAL INTO COf\(IPUTER ti~~ ~ I ' Carlsba(i-Fir!e Department Q 990332 2560 Orion Way · . Carlsbad, CA 92008 Plan Review • Requirements Category: Fire Prevention (760) 931-2121 Date of Report: 11/23/1999 Building Plan Reviewed by: ------------ Name: Brian Bell Address: 1321 Howe Ave #202 · City, State: Sacremento CA 95825 Plan Checker: Job #: 990332 ------- Job Name: Sprint PCS SD Switch Bldg #: CB993256 ---------,-----------Job Address: 2160 Las Palmas.Dr Ste. or Bldg. No. IZI Approved D Approved Subject to ·D Incomplete Review· FD Job# 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 modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. 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. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. 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. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 990332 2nd FD File# 3rd Other Agency ID Requirement/; Cpf8gory: Building Plan Page 1 Requirement: Satisfied 05.14 Provide Technical Report To determine the acceptability of technologies, processes, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to the inspection of the department, the Chief is authorized to require the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety specialty organization acceptable to the Chief and the owner and shall analyze the fire-safety properties of the design, operation or use ofthe building or premises and the facilities and appurtances situated thereon, to recommend necessary changes. 11/23/99 WILLIAM D. BEVIER it·. ;,;,,.. JOB .... >·· ' ...---~-------------1 · STRUCTURAL ENGINEERING, INC. 2893 SUNRISE BLVD., SUITE 209 BEVIER RANCHO CORDOVA, CA 95742_ CLIENT. JOB NO. DESIGNE_D BY :r>ATE / / PAGE ""'CTUMI."'"'"'""'" (916) 631-3030 FAX (916) 631-8996 .,. ,. "-~··-,1----------~----~..;.;,,,;;----'------------- j i Structural Calculations for: Sprint PCS San-Diego Switch Center_ Carrillo Architectural Group WDB Job No. 99075 November 23, 1999 )'~J--·O __ B~ __ JJ_,_9_0 _&.., __ ;rc_c.,..,_A ___ <J_._t:r __ ----t· C/C/D 75 WILLIAM D. BEVIER STRUCTURAL ENGINEERING, INC. 2893 SUNRISE B.LVD., SUITE 209 RANCHO CORDOVA, CA 95742 cuENT O.::v-..v-/ / lo ... '.·-·· z ...J__s: -, oqv!i_ dec-~ a1/ cJ-r7nc. .:;:;;;zerc. frlcch. / e/e..cD ¢c///r7.:J ,h'J/..SC., JOB NO. 39,CJ psf' . .3,0 ~-0 ::Z, 0 ,z,o x.,o . ___ ..52J,,o $0,0 BEVIER (916) 631-3030 FAX (916) 631-8996 ~-·,dc:cL .. ~L =-.4l:J, 0 ____ :.E...,.o. ..bin_ fA.!~ ....... ______ _ 53, o ,osfl-t-o i:;;~m.S ~ -1 "DL. -$3-,0 .. i :·-,-. ' ;_'._Dec/:_ .. L .. = /o:n~ I ' ' . l j l ; ' ' ' ; r ' ' ' I 1 i -.:3 ,_o_ ----- St?>.Q p~/. "t:, g1_1-ders ; - . . _..,. -----1""------' . . i ' £ / 1 " ',: h -/3. ~/1 f_t1 LJ.. rd-_ •· ?f.:S e... _ . -~ X /c . qt;;L ""V' _ 7 i-fCo £<./.D. : dt?YIC .:IA11 ~ ' . l j -----, -;;----·-. : I --: --_ ---------: ---Gl: ---)7z ·psi~ so/Jer1.'m~~; J ; t i l ' ! I ~ ' ; I ---, i : I ' '. ' ' ., ,_ ! \ / / i<@ ,1 = /0 t S./mp/¢-S~n, / CO.hd1t>h .. : : no .;shor,,r>g ~erg~ · I : ' : ! -I - ·· · -----···--r-----;"'i I ,• i } _/ I ! .• _f y-· I. j JOB NO. • WILLIAM o~ BEVIER ~ STRUCTURAL ENGINEERING, INC. ~ 2893 SUNRISE B_LVD., SUITE 209 RANCHO CORDOVA, CA ~5742 · '> -DESIGNED BY MJ3 DATEe} 17/9'1r,AGE ~ BEVIER' (916) 631-3030 FAX (916) 631-8996 7··{· ... ·, ' r• > ,......_ • ' , l : j j ,-~ ' . i ; : i ' ' • I ; ' ' ' . . -. .j. -~~s 73 / ' _. ts.e 6~ --.·. -e,·+ '73.£" iJl&x3l Wl~xZ..<::, WIDxl~ /d7Z7:X7~ WIOxl~ ~-=-III ·/·. G>rd'er£; ' -GI u.)/c5x8ki ' . 'GZ 0 /0x4S; ' 03 ~J'/.Zx/4; T (3'?/ ---~ · --zJ· 7&·-~ 2.G '6G t<) IC:> x Z~ a~-#11 (2-:~// --.. -..... --1--------~ ' WILLIAM D~ BEVIER .Sa.,.-, Z,1e":JO ~/la£ C?edlfev ,,-::JO/I 75"" ~ STRUCTURAL ENGINEERING, INC. ,, JOB -,, /V ~~-------------, 2893 SUNRISE BLVD., SUITE 209 /'} , // CLIENT U~ 00 JOB NO. RANCHO CORDOVA, CA 95742 I.::;!:!:=!!!.--~~---,--;----___,_----, BEVIER (916) 631-3030 F,AX (916) 631-8996 DESIGNED BY Ml.5 DAT~/!1/Ff PAGE~ SiAUCfUMl lHGINH'1JMG "\ t:J(:!///n.:3 Fra...rn1ng {s~~ odpu_if lal/oe,.,..J1n5 p~eJ b/ .. I ..:s.,.aa.n := .32 -~.:::: (s.8 -,. -~o) x /o 1 ;:::_ 1030 p /~ 7)/_ = , :S.3 le /,f;, L. t. :::: , . .50 ~I~ · 23 ,,Z (edg:e lt!'rJc:,;nbctr J I .s._p~ ;=-~z .. - c:u=(S3-;-.sc:l)x.i/ -..309,.ol+ "l)t_ = ., IS9 k/.,L. .LL .-.. , /So /4/-f1_. 1. ~ B 3 {~d9e ~e,w1 her)_ ' .:S,c>a..;? = 18 / . . G.<.J _::, ( 53 -r ~) x :Z I ·..:_ 2"0?;:; . p/~ ' '"t)L -,/~ k.l~ , L.·L -= ,/oo /4/.,C. I i l : ' I ..5 ,.,t:) ~n =-/c3 / : t.-<J;=-(53+-S°?')x/0 1 -/030pl+ ---• ------,-~ ·--" - 7:)t..,-= , S-3 ki-f ' ' l.l ;, ~ ./el+ .: _: . .-:a.:;:. . ·.(ea&z: .. n-1.~P-, b.e.~J .... : s~.,, ;= /8 / , 1 4,; = (~..sr..S'?)) >< -3.,S''= ~I ,,o/~'. J)i... J' ,/~&; . /;z/:/2 .. ? t.,. .:: , I i 5: k I./: ~ w l<cn< 31 (! = I ,1. I 0/0x/Z ase...bJIC2.xL~. ' ... 4 STRUCTURAL ENGINEERING, II Title: SWITCH CENTER SAN DIEGO Job# 90075 2893 SUNRISE BLVD. SUITE 20 Dsgnr; ~ARYANNE BURNS Date: 9:18AM, 18 AUG 99 · ' Descnption : SPRINT PCS RANCHO CORDOVA, CA 95742 SAN DIEGO SWITCH CENTER BEVIER 916-831-3030 FAX: 916-631-8996 scope: I Rev: 510001 Composite Steel Beam Page 11 Description New Beams for Interior Structure: Typical Beam .:W.' : j Design Input I Section Name Beam Span Beam Spacing W16X31 32.000 ft 10.000 ft Slab Thickness 5.250 in Deck Rib Height 2.000 in Rib Spacing 12.000 in Rib Width 5.500 in Rib Orientation Perpendicular Beam Location Slab Both Sides I Dead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 0.530 k/ft . I Live Loads ( appHed after 75% curing) Full Span Uniform Loads ... # 1 0.500 k/ft I Summary I Fy 50.00 ksi fc 3,000.00 psi Concrete Density 110. 00 pcf Stud Diameter 0.750 in Stud Height 4.250 in Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... #1 Point Loads ... #1 k k ft ft OK Shored & Unshored Using, W16X31, Span= 32.00ft, Slab Thickness= 5.250in, Deck Rib Ht= 2.00in, Rib Spac= 12.00in, Rib Width= 5.50in w/ Slab Both Stress Checks for Shored & Unsho~ cases •.. @Bottom of Beam Actual= 21,992.7 psi Unshared DL Stress Actual Shear Stress Unshared Stress Check .... Actual= Actual= (Mdl/Ss + Mll/strans) Actual= (Mdl + MIi) / Strans(top) Actual= 18,244.3 psi 3,887.3 .psi 28,608.6 psi 248.2 psi Alternate Unshared Stress Check : (Mdl + MIi) / Ss Shored Concrete Stress Check .... (Mdl + MIi) / (Strans:top * n) I Shear Studs & Shear Transfer Actual # Studs Total req'd 1/2 Span Zone 1 from Zone2from Zone3from Zone4·from Zone5from Zone6from 16 per 1/2 beam §[!!:!n Stud Capacity 6studs Vh @ 100% 9.55k 228.00k 0.000 ft to 5.333 ft to 10.667 ft to 16.000 ft to 21.333 ft to 26.667 ft to 5.333ft , Use 10.667ft , Use 16.000ft , !Jse 21.333ft , Use 26.667ft , Use 32.000ft , Use Allowable= 33,333.0 psi Allowable= 33,333.0 psi Allowable= 20,000.0 psi Allowable= 45,000.0 psi Allowable= 1,350.0 psi 34,505.4 38,000.0 psi 526.7 1,350.0 psi Y'h: min Vh: Used 6 studs 5 studs 5 studs 5 studs 5 studs 6 studs OK OK OK OK OK 57.00 k 152.72 k I I • STRUCTURAL ENGINEERING, 11 Title: SWITCH CENTER SAN DIEGO Job# 90075 2893 SUNRISE BLVD. SUITE 20 Dsgn': iy,ARYANNE BURNS Date: 9:18AM, 18 AUG 99 · ' Descnption : SPRINT PCS RANCHO CORDOVA, CA 957 42 SAN DIEGO SWITCH CENTER BEVIER 916-631-3030 FAX: 916-631~996 scope: I Rev: 510001 Composite Steel Beam Description New Beams for Interior Structure: Typical Beam.,:W: I Deflections I I : Transformed 1,261.99 in4 I: Effective 1, 100.94in4 Shored Before 75 % Curing Construction Loads Only After 75% Curing 0. 414 in (after shores removed) 0.000in Unshared 1 216 jg 0.000in 0.369in Total Uncured Deflection Composite Deflection j .Reactions 0.369.in 0.414in: L/ 926.8 0.784ih : Li 489.8 Load Combinations ... Dead + Constuction Composite MaxDL + LL @Left 8.98k 8.00k 16.98k j Analysis Values Maximum Moments Dead Load Alone Dead+ Const Live Load Only Dead+ Live Support Shears Shear@Left Shear @ Right l Section Properties Section Name Depth Width Flange Thick Web Thick Area Weight I-steel s steel: top S steel : bottom 71.81 k-ft 71.81 k-ft 64.00 k-ft 135.81 k-ft 16.98 k 16.98 k W16X31 15.880 in 5.525 in 0.440 in 0.275 in 9.120 in2 30.978 #/ft 375.00 in4 47.23 in3 47.23 in3 Fb :Allow n: Strength n : Deflection !xx : Steel Section I transformed Strans: top Stra~s ., bot Strani; : eff @ bot n*Strans : Ef @ top X-X Axis from Bot Vh@100% 1.216 in : L/ 315.7 1.586 in : L / 242.2 @Right 8.98k 8.00 k 16.98 k Effective Flange Width ... 33.00 psi 9.29 13.91 Based on Beam Span 8. 000 ft Based on Beam Spacing 10.000ft 375.00in4 1,363.88in4 333.09in3 80.06in3 74.10in3 2,611.9in3 17.04in 228.O0k Effective Width 8.000ft I • • s STRUCTURAL ENGINEERING II tine: SWITCH CENTER SAN DIEGO Job# 99075 2893 SUNRISE BLVD. SUITE 20 Dsgn': ~ARYANNE BURNS Date: 3:13PM, 17 AUG 99 ' Description : SPRINT PCS RANCHO CORDOVA, CA 95742 SAN DIEGO SWITCH CENTER 916-631-3030 FAX: 916-631-8996 Scope: Composite Steel Beam New Beam. for lnt~rior Structure: Typical Beam 'B2" (edge member) W14X26 Beam Span Beam Spacing 32.000 fl: 5.000 ft Slab Thickness 5.250 in Deck Rib Height 2:000 in Rib Spacing 12.000 in Rib Width 5.500 in Rib Orientation rpendicular Beam Location Sia One Side Dead Loads ( applied before 75% curing, Full Span Uniform Loads ... # 1 0.150 k/ft Live Loads ( applied after 75% curing) Full Span Uniform Loads ••• # 1 0.150 k/ft Fy fc Concrete Density 50.00 ksi 3,000.00 psi 110.00 pcf Stud Diameter 0.750 in Stud Height 4.250 in Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... #1 Point Loads ... #1 k k Page 1 ft ft Summary OK Shored & Unshored Using: W14X26, Span= 32.00ft, Slab Thickness= 5.250in, Deck R Ht= 2.00in, Rib Spac= 12.00in, Rib Width= 5.50in w/ Slab One Stress Checks for Shored & Unshared Cases ... @ Bottom of Beam Actual = Unshared DL Stress Actual = Actual Shear Stress Actual= Unshared Stress Check. ... (Mdt/Ss + Mll/strans) Actual = (Md!+ MIi) / Strans(top) Actual= 8,711.4 psi 7,679.5 psi 1,471.1 psi 11,686.3 psi 201.4 psi Alternate Unshared Stress Check : (Mdl + MIi) / Ss Shored Concrete Stress Check. ... (Mdl + MIi) / (Strans:top * n) Shear Studs & Shear Transfer Actual # studs Total req'd 1/2 Span Zone 1 from Zone2from Zone 3from .Zone4from Zone5from Zone6from ·' .,· 16 2er 1/2 beam si;ian · Stud capacity 9.55k 5 studs Vh @ 100% 124.31k 0.000 ft to 5.333ft , Use 5.333 ft to 10.667ft , Use 10.667 ft to 16.000ft , Use 16.000 ft to 21.333ft , Use 21.333 ft to 26.667ft , Use 26.667 ft to 32.000 ft , Use 33,333.0 psi OK 33,333.0· psi OK 20,000.0 psi OK 45,000.0 psi OK Allowable= 1,350.0 psi-OK 14,220,0 437.9 V'h: min 31.08 k Vh: Used 6 studs 5 studs 5 studs 5 studs 5 studs 6 studs STRUCTURAL ENGINEERING, 11 Title: SWITCH CENTER SAN DIEGO Job# 90075 2893 SUNRISE BLVD., SUITE 20 Dsgnr: MARYANNE BURNS Date: 3:13PM, 17 AUG99 . . Description: SPRINT PCS RANCHO CORDOVA, CA 957 42 SAN DIEGO SWITCH CENTER 916-631-3030 FAX: 916-631-8996 Scope: Composite Steel Beam New Beam for Interior Structure: Typical Beam 'B2" (edge member) Before 75 ° Curing 661.68in4 Shored Construction ds Only 0 .216in (after shores removed) 0.000in After 75% Curin Total Uncured D Reactions Load Combinations ... Dead + Constuction Composite MaxDL+ LL Analysis Values 0.184in 0.216in: L/1774.2 0.401 in : L / 957. 7 I : Effective Unshored P 5B5io 0.000 in 0.184in 661.68in4 0.585 in : L / 656.9 0.769 in : L/ 499.4 @Right 2.82k 2.40 k 5.22k Effective Flange Width ... Page 2 Maximum Moments Dead Load Alone Dead+ Const 22.54 k-ft 22.54 k-ft 19.20 k-ft 41.74 k-ft 33.00 psi 9.29 13.91 Based on Beam Span 4.000ft Based on Beam Spacing 2.500ft Live Load Only Dead+ Live Support Shears Shear@Left Shear @ Right Section Properties Section Name Depth Width Flange Thick Web Thick Area Weight I-steel S steel: top S steel : bottom 5.22 k 5.22 k W14X26 13.910 in 5.025 in 0.420 in 0.255 in 7.690 in2 26.121 #/ft 245.00 in4 35.23 in3 35.23 in3 lxx : Steel Section I transformed Strans :top Strans: bot Strans : eff @ bot n*Strans : Ef @ top X-X Axis from Bot Vh@100% 751.05in4 123.15in3 57.50in3 57.50in3 1,143.9in3 13.06in 124.31 k Effective Width 2.500ft 7 STRUCTURAL ENGINEERING, If Title: SWITCH CENTER SAN DIEGO Job# 90075 2893 SUNRISE BLVD. SUITE 20 Dsgn': MARYANNE BURNS Date: 3:13PM, 17 AUG 99 ' -· Descnption : SPRINT PCS RANCHO CORDOVA, CA 95742 SAN DIEGO SWITCH CENTER BEVIER 916-631-3030 FAX: 916-631-8996 scope : I Rev: 510001 Composite Steel Beam Description ~ew Beam for Interior Structure: Typical Beam '83' (edae member) I Design Input I Section Name Beam Span Beam Spacing W10X12 Slab Thickness Deck Rib Height Rib Spacing Rib Width 18.000 ft 5.000 ft 5.250 in 2.000 in 12.000 in 5.500 in Rib Orientation Perpendicular Beam Location Slab One Side I Pead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 0.100 k/ft I Live Loads ( appled-alfer 75% curing) Full Span Uniform Loads ... # 1 0.100 k/ft I Summary •• Fy fc Concrete Density 50.00 ksi 3,000.00 psi 110.00 pcf Stud Diameter 0.750 in Stud Height 4.250 in B8c!m Weight Added internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... #1 Point Loads ... #1 k k ft ft OK Shored & Unshored Using: W10X12, Span= 18.00ft, Slab Thickness= 5.250in, Deck·Rib Ht= 2.00in, Rib Spac= 12.00in, Rib Width= 5.50in w/ Slab One stress Checks for Shored & Unshored Cases ... @ Bottom of Beam Actual= 4,621.1 psi Unshored DL Stress Actual= 4,994.1 psi Actual Shear Stress Actual= 1,017.6 psi Unshored Stress Check .••. {Mdl/Ss + Mll/$trans) Actual= 7,173.5 psi {Mdl +Mil)/ Strans{top) Actual= 82.6 psi Alternate Unshared Stress Check : {Mdl + MIi) / Ss Shored Concrete Stress Check. ... {Mdl + MIi) / (Strans:top * n) I Shear Studs & Shear Transfer Actual# Studs 9 eer 1/2 beam Sl?an Stud Capacity 9;55k Total req'd·1/2.Span 3 studs Vh @ 100% aa~sok Zone 1 from 0.000 ft to 3.000ft , Use Zone2from 3.000 ft to 6.000ft , Use Zone 3from 6.000 ft to 9.000ft , Use Zone4from 9.000 ft to 12.000ft , Use Zone5from 12.000 ft to 15.000ft , Use Zone6from 15.000 ft to 18.000ft , Use ./ Allowable= 33,333.0 psi Allowable= 33,333.0 psi Allowable= 20,000.0 psi Allowable= 45,000.0 psi Allowable= 1,350.0 psi 9,452.1 38,000.0 psi 175.1 1,350.0 psi V'h: min Vh: Used 3 studs 4 studs 2 studs 2 studs 4 studs 3 studs OK OK OK OK OK 22.13 k 85.91 k I I • 8 STRUCTURAL ENGINEERING, II Title: SWITCH CENTER SAN DIEGO Job 'If. 90075 2893 SUNRISE BLVD. SUITE 20 Dsgnr_: MARYANNE BURNS Date: 3:13PM, 17 AUG 99 . ' Description : SPRINT PCS RANCHO CORDOVA, CA 95742 SAN DIEGO SWITCH CENTER BEVIER 916-631-3030 FAX: 916-631-8996 scope : I Rev; 510001 Composite Steel Beam Page 2 I Descriptfpn New Beam for Interior Structure: Typical Beam 'B3' (edge member) I Deflections • 1 ·: Transformed 225.52 in4 I : Effective 222.98in4 Shored Before 75 % Curing Construction Loads Only After 75% Curing 0. 041.in (after shotes f91110ved} 0.000in Unshared 0.170.in 0.000 in 0.037in 0.170in 0.206in Total Uncured Deflection Composite Deflection I Reactions 0.037in 0.041 in : L /5281.4 0.077 in : L /2789.3 Load Combinations ... Dead + Constuction Composite. MaxDL + l.,L @Left 1.01 k 0.90k 1.91 k I Analysis Values Maximum Moments Dead-Load Alone Dead+ Const Live Load Only D~+Live Support Shears Shear@Left Shear @ Right I Section Properties Section Name Depth Width Flange Thick WebThick Area Weight I-steel S steel: top S steel : bottom 4.54 k-ft 4.54 k-ft 4.05 k-ft 8.59 k-ft 1.91 k 1.91 k W10X12 9.870 in 3.960 in 0.210 in 0.190 in 3.540 in2 12.024 #/ft 53.80 in4 10.90 in3 10.90 in3 Fb:Allow n: Strength n : Deflection !xx : Steel Section I transformed Strans: top Strans: bot strans : eff @ bot n*Strans : Ef @ top X-X Axis from Bot Vh@100% @Right 1.01 k 0.90 k 1.91 k : L/ 1274.3 : L/ 1048.5 Effective Flange Width ... 33.00 psi 9.29 13.91 53.80in4 250.80in4 63.36in3 22.47in3 22.30in3 581.3in3 11.16 in 88.50k Based on Beam Span 2.250ft Based on Beam Spacing 2.500ft Effective Width 2.250 ft I • • BEVIER STRUCTURAL ENGINEERING, 11 Title: SWITCH CENTER SAN DIEGO Job# 99J75 2893 SUNRISE BLVD., SUITE 20 ~~~v::~~~~~~s Date: 2:47PM, 17 AUG 99 RANCHO CORDOVA, CA 95742 SAN DIEGO SWITCH CENTER 916-631-3030 FAX: 916-631-8996 Scope: I Rev: 510001 Composite Steel Beam Description New Beam for Interior Structure: Typical Beam .'.fli: j Oesig,i Input I Section Name Beam $pan Beam Spacing W10X12 Slab Thickness Deck Rib Height Rib Spacing Rib Width 18.000 ft 10.000 ft 5.250 in 2.000 in 12.000 in 5.500 in Rib Orientation Perpendicular Beam Location Slab Both Sides I Dead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 0.530 k/ft I Live Loads ( applied after 75% curing) Full Span Uniform Loads ... # 1 0.500 k/ft I Summary I Fy fc Concrete Density 50.00 ksi 3,000.00 psi 110.00 pcf Stud Diameter 0. 750 in Stud Height 4.250 in Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... #1 Point Loads ... #1 k k ft ft OK Shored & Unshored Using: W10X12, Span= 18.00ft, SI.ab Thickness= 5.250in, Deck Rib Ht= 2.00in, Rib Spac= 12.00in, Rib Width= 5.50in w/ Slab Both Stress Checks for Shored & Unshored Cases ... @ Bottom of Beam Actual = Unshared DL Stress Actual Shear Stress Unshored Stress Check. ... Actual= Actual= (Mdl/Ss + Mll/strans) Actual = (Mdl + Mil) / Strans(top) Actual = 21,460.7 psi 24, 163.5-psi 5,000.9 psi -34,461.1 psi 269.5 psi Alternate Unshared Stress Check : (Mdl + Mil) / Ss Shored Concrete stress Check. ... (Mdl + MIi) / (Strans:top * n) I Shear Studs & Shear Transfer Actual.# Studs 9 per 1/2 beam span Total req'd 1/2 Span Zone 1 from Zone2from Zone 3from Zone4from Zone5from Zone6from stud capacity 9.55 !< 88.50k 3 studs Vh @ 100% 0.000 ft to 3.000 ft to 6.000 ft to 9.000 ft to 12.000 ft to 15.000 ft to 3.000ft , Use 6.000ft , Use 9.000ft , Use 12.000ft , Use 15.000ft , Use 18.000ft , Use Allowable= 33,333.0 psi Allowable= 33,333.0· psi Allowable= 20,000.0 psi Allowable= 45,000.0 psi Allowable= 1,350.0 psi 46,453.5 38,000.0 psi 561.6 1,350.0 psi V'h: min Vh: Used 3 studs 4 studs 2 studs 8 studs 2 studs 3 studs OK OK OK OK OK 22.13 k 85.91 k i • • /0 ,. ··"~ BEVIER I Rev: 510001 STRUCTURAL ENGINEERING, 11 Title: SWITCH CENTER SAN DIEGO Job# 99'.J75 2893 SUNRISE BLVD. SUITE 20 Dsgni:_: MARYANNE BURNS Date: 2:47PM. 17 AUG 99 ' Description : SPRINT PCS RANCHO CORDOVA, CA 95742 SAN DIEGO SWITCH CENTER 916-631-3030 FAX: 916"631;.a996 scope: Composite Steel Beam Description New Beam for Interior Structure: Typical Beam ~ : I Deflections i I : Transformed 267.47 in4 I : Effective 264.32in4 Shored Before 75 % Curing Construction Loads Only After 75% Curing 0 .167 in (after shores removed) O.OOOin Unshored 0.820in O.OOOin 0.154in Total Uncured Deflection Composite Deflection I Reactions 0.154in 0.167in: L/1293.9 0.321 in : L / 672.8 Load Combinations ... Dead+ Constuction Composite MaxDL+ LL @Left 4.88k 4.50k 9.38k I Analysis Values . Maximum Moments Dead Load Alone Dead+ Const Live Load Only Dead+ Live Support Shears Shear@Left Shear @ Right I Section PrQperties Section Name Depth Width Flange Thick Web Thick Area Weight I-steel S steel: top S steel : bottom 21.95 k-ft 21.95 k-ft 20.25 k-ft 42.20 k-ft 9.38 k 9.38 k W1ox12 9.870 in 3.960 in 0.210 in 0.190 in 3.540.Jn2 12.024 #/ft 53.80 in4 10.90 in3 10.90 in3 ·' Fb: Allow n: Strength n : Deflection lxx : Steel Section I transformed Strans: top Strans: bot Strans : eff @ bQt n*Strans : Ef @ top X-X Axis from Bot Vh@100% 0.820 in : L / 263.4 0.974in : L/ 221.7 @Right 4.88k 4.50 k 9.38k Effective Flange Width ... 33.00 psi 9.29 13.91 Based on Beam Span 4.500ft Based on Beam Spacing 10.000ft 53.80in4 288.89in4 97.08in3 23.79in3 23.60in3 889.9in3 12.14 in 88.50k Effective Width 4.500ft I I I I/ BEVIER STRUCTURAL ENGINEERING, 11 Title: SWITCH CENTER SAN DIEGO Job# 99075 2893 SUNRISE BLVD. SUITE 20 Dsgn': ~ARYANNE BURNS Date: 3:11PM, 17 AUG99 · ' Description : SPRINT PCS RANCHO CORDOVA, CA 957 42 SAN DIEGO SWITCH CENTER 916-631-3030 FAX: 916-631-8996 scope: l Rev: 510001 Composite Steel Beam Description New Beam for lnte~or Structure: Typical Beam ··ss• (edge member) I De~ign Input i Section Name Beam Span Beam Spacing W10X12 Slab Thickness Deck Rib Height Rib Spacing Rib Width 18.000 ft 7.000 ft 5.250 in 2.000 in 12.000 in 5.500 in Rib Orientation Perpendicular Beam Location Slab One Side I Dead Loads ( applied before 75% cuting) Full Span Uniform Loads ... # 1 0.180 k/ft l Live Loads ( applied after 75% curing) Full Span Uniform Loads ... # 1 0.170 k/ft I Summary. I Fy fc Concrete Density 50.00ksi 3,000.00 psi 110.00 pcf Stud Diameter 0.750 in stud Height 4.250 in Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... #1 k Point Loads .•. #1 k ft ft OK Shored & Unshored Using: W10X12, Span= 18.00ft, Slab Thickness= 5.250in, Deck Rib Ht= 2.00in, Rib Spac= 12.00in, Rib Width= 5.50in w/ Slab One Stress Checks for Shored& Unshored Cases. .. @ Bottoni of Beam Actual = Unshored DL Stress Actual = Actual Shear Stress Actual = Unshored StressCheck .... (Mdl/Ss + MII/Strans) Actual = (Mdl +Mil)/ strans(top) Actual= 7,890.3 psi 8,560.5 psi 1,737.4 psi 12,265.6 psi 140.4 psi Alternate Unshored stress Check : (Mdl + MIi) / Ss Shored Concrete Stress Check. ... (Mdl +Mil)/ (Strans:top * n) I Shear Studs & Shear Transfer Actual # Studs 9 eer 1/2 beam sean stud Capacity 9.55k Total req'd 1/2 Span 3 studs Vh @ 100% 88:50k Zone 1 from 0.000 ft to 3.000ft , Use Zone2from 3.000 .ft to 6.000ft , Use Zone3from 6.000 ft to 9.000ft , Use Zone·4from 9.000 ft to 12.000ft , Use Zone 5from 12.000 ft to 15.000ft , Use Zone6from 15:000 ft to 18.000ft , Use Allowable= 33,333.0 psi OK Allowable= 33,333.0 psi OK Allowable= 20,000.0 psi OK Allowable= 45,000.0 psi OK Allowable= 1,350.0 psi OK 16,139.1 38,000.0 psi 298.9 1,350.0 psi V'h: min 22.13 k Vh: Used 85.91 k 3 studs 4 studs 2 studs 2 studs 4 studs 3 studs i •• I /Z STRUCTURAL ENGINEERING, 11 Title : SWITCH CENTER SAN DIEGO Job# 90075 2893 SUNRISE BLVD. SUITE 20 Dsgnr: MARYANNE BURNS Date: 3:11PM, 17 AUG 99 ' Description : SPRINT PCS RANCHO CORDOVA, CA 957 42 SAN DIEGO SWITCH CENTER BEVIER 916-631-3030 FAX: 916-631-8996 scope: I Rev: 510001 Composite Steel Beam Description New Beam. for Interior Structure: Typical Beam 'BS' (edge member) I Deflections I I: Transformed 225.52.in4 I : Effective 222.98in4 Shored Before 75 % Curing Construction Loads Only After 75% Curing 0.070 in (a/fer shores removed) 0.000in Unshared 0.291 in 0.000in 0.062in Total Uncured Deflection Composite Deflection j Reactions 0.0_62in 0.070in: L/3081.1 0.1-32in: L/1633.6 Load Combinations ... Dead + Constuction Composite MaxDL+ LL @Left 1.73k 1.53k I Analysis Values Maximum Momel"!ts bead Load Alone Dead+ Const Live Load Only Dead+ Live Support Shears Shear@Left Shear @ Right I Section Properties Section Name bepth Width Flange Thick Web Thick Area Weight I-steel S steel: top S steel : bottom , .. 3.26k 7.78 k-ft 7.78 k-ft 6.88 k-ft 14.66 k-ft 3.26 k 3.26 k W10X12 9.870 in 3.960 in 0.210 iri 0.190 in 3.540 in2 12.024#/ft 53.80 in4 10.90 in3 10.90 in3 Fb: Allow n: Strength n : Deflection lxx : Steel Section I transformed Strans: top Strans: bot Strans : eff@ bot n*Strans : Ef @ top X-X Axis from Bot Vh@100% 0.291 in : L/ 7 43.4 0.353 in : L/ 612.6 @Right 1.73 k 1.53 k 3.26k Effective Flange Width ... 33.00 psi 9.29 13.91 53.80in4 250,80in4 63.36in3 22.47in3 22.30in3 581.3in3 11.16 in 88.50k Based on Beam Span 2.250 ft Based on Beam Spacing 3.500ft Effective Width 2.250ft I I I I '. ' ' JOB NO. _G _/ ________ .,_ ------------------------- WILLIAM D. BEVIER STRUCTURAL ENGINEERING, INC. 2893 SUNRISE ~LVD., SUITE 209 , RANCHO CORDOVA, CA 95742 BEVIER (916) 631-3030 F.AX (916) 631-8996 .spa,,j =301 · _pt id. <@s 1 ~ /5/ @ zs 1 G<J::. ( 6.(f,:$V)(/~;J. ~ SB,'7: IG-~ 4}18~c3(o _ __ "'l)t_ -/7, 9 C = 3411 LL. = /~10 i:.. G Z (c::=dqe rn<::n, b~f' J . . /' , I span = ,..3 0 __ . _ __ _ -P:t:-_ Ld.. _ @ 5' LP = {5.(J,-r-SZ'J )( 10') (le:/)=-/7, o k- -TA ' Z)c. = 91 0 I:.. - __ _ __ _ _ _ .L~-:;;_ 8-t O _1c.., a.se WI/bx 45 (J: 3411 .G ..3 ( edCje rnC;h?k;r:r ) .:;s,oa_n =' fZ(j I /C)C r!_ o{_ @ 5 I@ 7£1 ·w =·(s4fsaJ-(To1)(9-,,t·=~s-lc...--------------,-----·-· ~ I::., ,a.s.e 4) Lil .x /,f _ 'Z)L= .S.O . L..L = -1-. 5 J::_ 1 :-G4 (~~e.. 1r1€::rhi:)er,; .5~n = 10 1 : pr:, Ld.. @ S 1 : -0-= (s(p+sb)(10](1~1) = /7,o1c, _,as __ <:::. __ u.J~;._<:;. ___ ><_Z..;;;;;.G, • l I . I --·-·~. j--·-· ---~ -------·--•---h~-----· --·-----··----'- bt. = q, o'7 ' - LL. = 8,of ' ' ' ' ! i --s---~ -: ___ G __ s_. ___ ----. ----------_________________ ., ____ --··r ---'-··--- 1 I ! -~~n =151 ! ip-t Ld , @ -. . . -. ·--. ----· 7,S( Gt.,/:::-(a-1-s-o),(10](1 '=/0 = / 7, o~ I -I ' ---;p_~ ~--9:t_o_'!.:--/ l.l. = 8 ,0 k-- -' ' ' ' ~. _,. ~0~.,_:t., ·'KtO v-~ \ ,;. ~ ;;:: '.~iZ. Z ~ . ' f.,{ • ~ . _,... '":J-'},J . -~. ,! -f>i ~ ,..L0~~·1,5)i"?.\ ).~~ :::. .2-.:4.}~'"" ~ ~~-z...it2r ~--=-•~-_,ta\~-~~ -~~ --·-:. • "-7· ~~-"'J:'",-. --.-- '' ·. '. '~ .. 1~"~-; .4-z· ;~4-v ·t·S -~ ·4 d, t-\,-LO,:, ·--~~l~ .:'.JJJ_ 1'.2L __ ./,:\< • <.,; ... 1... .l JJ-. ~-·· . "'"':"'-· . • ~ -/i,-,,.-{!!' -?:' 4-~-::. -a..~ I'.:... ~I ---.(.V ., J;;,,t. --,.£-. .. ~ -\ ' ~---D.~ - , ---~-~;::. --.---. _ ~~Jl~m--~i~ . Grh. . s \;.'M'-.t t4> ~-i . 1 :S~-t{t~ -~~:t; 1i1,•~'"J r-~ .. ,i~J'"" - --,s-..~"""4-~t1"-~i$"'~ -· !efi\'\. ... ~~'l-'Zlo~~-~"1:.~/8 ~ §iQ • ·-~ .l2~~i~-~~; ~~-1J$ ~{~ -"11,~ )--· '\f:1-~~.,';:._ ~. t"',!tr $~TI"~~~~~fy ,i:'( ¥,:, -~--(~[\~~¥-i=e:--~i~:;r: -!f·.,-;.-~t ~-~-Ate· ----~ ;~~~_.;~~~ ----~·~ ~~~1: ~'"i~~)i5't. ~ aJiiiv:-&~~-· --j~· il ~ ·¢(.is--.·-·'.-·-1:-·-' --~--~~:~i~~~""--~~ _i~-·--~.rla~-1 ;. , ,.... ' -• -i" • 1 r ' • , .-< • • • ·t ,r -.. • t • · · ·-· :._!_::~~ ~""'.!~-~(; -~:~1~-~~~{i~;~r)~ ~---·-· -+;;~:-~ ·;-c$~!.~~-~i~ -·-i· ..: --: -.. ~-~~~; -T 1 , ~._=--_ ~'-¥----~::~--':-!.~-----~1.-!~ .. --;--f+ -f -· , ·-.. --::'--~_:. ~pt f = · -~--. -o-i-v : ~•~--._ d,~klaf-__ , -· · -= :_= - --~-t,F,,i'-\·-,-~-~-=*d~ .,. ' , . -~-*1""~·~~~1:~/~~"f !41 ~~¥ ¾.-- • l ·-r -.., ... .., . . -: L , -' .,.. / ,,. ' , .• IS STRUCTURAL ENGINEERING, 11 Title: SWITCH CENTER SAN DIEGO Job# 90075 2893 ·SUNRISE BLVD. SUITE 20 Dsgnr: MARYANNE BURNS Date: 9:36AM, 18 AUG 00 ' Description : SPRINT PCS RANCHO CORDOVA, CA 957 42 SAN DIEGO SWITCH CENTER BEVIER 916-631-3030 FAX: 916-631-8996 scope: I Rey: 510001 Composite Steel Beam Page 1 I ·Description New Girder for Interior Structure: Typical Girder .:.sll:... Section Name Beam Span Beam ·spacing W18X86 Slab Thickness Deck Rib Height Rib Sp_acing Rib Width 30.000 ft 32.000 ft 5.250 in 2.000 in 12.000 in 5.500 in Rib Orientation Parallel Beam Location Slab Both Sides I Dead Loads ( appied before 75% curing)· Full Span Uniform Loads ... #·1 k/ft #2 k/ft #3 k/ft ·J Live Loads ( applied after 75% curing) Full $pan Uniform Loads ... # 1 k/ft #2 k/ft # 3 k/ft I Summary I Fy fc Concrete Density 50.00 ksi 3,000.00 psi 110.00 pcf Stud Diameter 0. 750 in Stud Height 4.250 in Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point ~oads ... #1 17.900 k 5.000ft #2 17.900 k 15.000ft #3 17.900 k 25.000ft Point Loads ... #1 16.000 k 5.000ft #2 16.000 k 15.000 ft #3 16.000 k 25.000 ft OK Shored & Unshored Using: W18X86, Span = ~.OOft, Slab Thickness = 5.25(:)in, Deck Rib Ht= 2.00in, Rib Spac= 12.00in, Rib Width= 5.50in w/ Slab Both stress Checks for Shored & Unshared cases .•. @ Bottom of Beam Actual = Unshored DL Stress Actual = Actual Shear Stress Actual= Unshared stress Check. ... (MdVSs + Mll/Strans) Actual= (Mdl + MIi) / Strans(top) Actual= 25,462.0 psi 16,833.5 psi 5,906.6 psi 28,582.9 psi 453.8 psi Alternate Unshored Stress Check : (Mdl + MIi) / Ss Shored Concrete Stress Check. ... (Mdl + MIi) / (Strans:top * n) I Shear Studs & .Shear Transfer ActuaL#. Studs Total req'd., lff Span ;, e Zone 1l~m ~-, Zone2.f(~m Zone 3 ftgtn Zone 4 frqrri Zone 5 fro.rn Zone6from 1.5 . -per .1/2 beam span Stud Capacity 13studs Vh@ 100% 9.55k 478.13k 0.000 ft to 5.000 ft to 10.000 ·ft to 15.ooo .ft to 20.000 ft to 25.000 ft to / I 5.000ft , Use 10.000ft , Use 15.000ft , Use 20.000ft , Use 25.000ft , Use 30:000ft , Use Allowable= 33,333.0 psi Allowable= 33,333.0 psi Allowable= 20,000.0 psi Allowabl!:!= 45,000.0 psi Allowable= 1,350.0 psi 31,257.1 38,000.0 psi 983.4 1,350.0 psi V'h: min Vh: Used 5 studs 6 studs 4 studs 4 studs 6 studs 5 studs OK OK OK OK OK 119.53 k 143.18 k i i i /(p STRUCTURAL ENGINEERING, II Title : SWITCH CENTER SAN DIEGO Job# 99075 2893 SUNRISE BLVD. SUITE 20 Dsgnr: MARYANNE BURNS Date: 9:36AM, 18 AUG 99 ' Description : SPRINT PCS RANCHO CORDOVA, CA 957'.42 SAN DIEGO SWITCH CENTER BEVIER 916-631-3030 FAX: 916-631-8996 scope: --I Rev: 510001 Composite Steel Beam Page 2 1 Description New Girder for Interior Struct1,1re: typical Girder 'G1' 1 I Deflections. I I : Transformed 3,538.73 in4 Shored I: Effective 2,629.22in4 Before 75 % Curing Construction Loads Only After 75% Curing 0. 468 in (after shores removed) 0.000in Unshored 0.805in 0.000in 0.400in Total Uncured Deflection Composite Deflection I Reactions 0.400in 0.468 in : L/ 768.9 0.869 in : L/ 414.4 Load Combinations ... Dead + Constuction Composite MaxDL+ LL @Left 28.14k 24.00k 52.14k I Analysis Values Maximum Moments Dead Load Alone Dead+ Const 233.42 k-ft 233.42 k-ft 200.00 k-ft 433.42 k-,ft Live Load Only Dead+ Live Support Shears· Shear@Left Shear @ Right I Section .Properties Section Name Depth Width Flange Thie!< Web Thick Area Weight I-steel $steel: top S steel : bottom 52.14 k 52.14 k W18X86 18.390 in 11.090in 0.770 in 0.480 in 25.300 in2 85.936 #/ft 1,530.00 in4 166.39 in3 166.39 in3 ,· Fb:Allow n. : Strength n : Deflection lxx : Steel Section I transformed Strans: top Strans: bot Strans : eff @ bot n~Strans : Ef@ top X-X Axis from Bot Vh@100% 0.805 in : L/ 447.5 1.205 in : L / 298.8 @Right 28.14 k 24.00 k 52.14 k Effective Flange Width ... 33.00 psi 9.29 -1?.91 Based on Beam Span 7.500ft Based on Beam Spacing 32. 000 ft 1,530.00 in4 3,939.49 in4 569.37in3 235.60in3 204.27in3 3,594.0in3 16.72in 478.13k Effective Width 7.500ft I I -~ 17 STRUCTURAL ENGINEERING 11· Title: SWITCH CENTER SAN DIEGO Job# 99075 2893 SUNRISE BLVD. SUITE 20 Dsgn': MARYANNE BURNS Date: 10:02AM, 18AUG99 ' Descnption : SPRINT PCS RANCHO CORDOVA, CA 957 42 SAN DIEGO SWITCH CENTER BEVIER 916-631-3030 FAX: 916-631-8996 scope: I Rev: 510001 Composite Steel Beam Description New Girder for lnte,:ior Structure: Typical Girder 'G2' (edge member) I Design lhput l Section Name Beam Span Beam Spacing W16X45 30.000 ft 32.000 ft Slab Thickness 5.250 in Deck Rib Height 2.000 in Rib Spacing 12.000 in Rib Width 5.500 in Rib Orientation Parallel Beam Location Slab One Side I Dead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 k/ft #2 k/ft # 3 k/ft I Live Loads ( applied after 75% curing)· Full Span Uniform Loads ... #1 k/ft #2 k/ft #3 k/ft I Summary I f'c Concrete Density 50.00 ksi 3,000.00 psi 110.00 pcf Stud Diameter 0.750 in stud Height 4.250 in Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... #1 9.000 k 5.000ft #2 9.000 k 15.000ft #3 9.000 k 25.000ft Point Loads ... #1 8.000 k 5.000ft #2 8.000 k 15.000 ft #3 8.000 k 25.000ft OK Shored & Unshored Using: W16X45, Span= 3100ft, Slab Thickness= 5.250in, Deck Rib Ht= 2.00in, Rib Spac= 12.00in, Rib Width= 5.50in w/ Slab One Stress Checks for Shored & Unshared Cases ... @Bottom of Beam Actual= 25,826.3 psi Unshored DL Stress Actual= 19,419.1 psi' Actual Shear Stress Actual= Unshored·stress Check .... (Mdl/Ss + MII/Strans) Actual= (Mdl + MIi) / Strans(top) Actual= 4,704.1 psi 31,288.8 psi 529.2 psi Alternate Unshored Stress Check : (Mdl + MIi) / Ss Shored Concrete Stress Check. ... (Mdl + MIi) / (Strans:top * n) I Shear Sb.Ids & Shear Transfer Actual # Studs 15 ~er 1/2 beam se2n Stud Capacity 9.55k Total req'd 1/2 Span 7 studs Vh @ 100% 239.06k Zone 1 from 0.000 ft to 5.000ft , Use Zone2from 5.000 ft to 10.000ft , Use Zone3from 10.000 ft to 15.000ft , Use Zone4frof'!I 15.000 ft to 20.000ft , Use Zone5from 20.000 ft to 25.000ft , Use Zone6from 25.000 ft to 30.000ft , Use Allowable= 33,333.0 psi Allowable= 33,333.0 psi Allowable= 20,000.0 psi Allowable= 45,000.0 psi Allowable= 1,350.0 psi 35,934.5 38,000.0 psi 1,151.4 1,350.0 psi V'h: min Vh: Used 5 studs 6 studs 4 studs 4 studs 6 studs 5 studs I , OK OK OK OK OK 59.77 k 143.18 k i i I BEVIER I Rev: 510001 STRUCTURAL ENGINEERING, 11 Title: SWITCH CENTER SAN DIEGO Job# 90075 2893 SUNRISE BLVD. SUITE 20 Dsgnr_: MARYANNE BURNS Date: 10:02AM, 18 AUG 99 ' Descnptlon : SPRINT PCS RANCHO CORDOVA, CA 95742 SAN DIEGO SWITCH CENTER 916-631-3030 FAX: 916-631-8996 scope: Composite Steel Beam Description New Girder for Interior Structure: Typical Girder 'G2' (edge member) 18 I Deflections i I : Transformed 1,438.97 in4 Shor-eel I : Effective 1 .~46.1 Oin4 Before 75 % Curing Construction Loads Only After 75% Curing 0.498 in (after shores removed) 0.000in Unshored 1.058in 0.000 in 0.422in 1.058in 1.480in Total Uncured Deflection Composite Deflection I Reactions 0.422in 0.4~8 in : L/ 723.4 0.920in: L/ 391.2 Load Combinations ... Dead + Constuction Composite MaxDL + LL @Left 14.18k 12.00k 26.18k I Analysis Values Maximum Moments Dead Load Alone Dead+ Const Live Load Only Dead+ Live Support Shears Shear@left Shear @ Right I Section Properties Section Name Depth Width Flange Thick Web Thick Area Weight I-steel S steel: top S steel : bottom 117.58 k-ft 117.58 k-ft 100.00 k-ft 217.58 k-ft ?6.18 k 26.18 k W16X45 16.130 in 7.035 in 0.565 in 0.345 in 13.300 in2 45.176 #/ft 586.00 in4 72.66 in3 72.66 in3 Fb :Allow n: Strength n : Deflection lxx : Steel Section I transformed Strans: top Strans: bot Strans : eff @ bot n*Strans : Ef @ top X-X Axis from Bot Vh@ 100% @Right 14.18 k 12.00 k 26.18 k L/ 340.2 L/ 243.2 Effective Fiange Wi~th ... 33.00 psi 9.29 13.91 586.00in4 1,615.26 in4 244.14in3 109.41 in3 101.10in3 1,907.6in3 14.76in 239.06k Based on Beam Spc!n 3.750ft Based on Beam Spacing 16.000ft Effective Width 3.750ft I i i ., I BEVIER I Rev: 510001 STRUCTURAL ENGINEERING, II Title: SWITCH CENTER SAN DIEGO Job# 90075 2893 SUNRISE BLVD. SUITE 20 Dsgnr_: ~ARYANNE BURNS Date: 10:21AM, 18AUG99 ' · Descnption : SPRINT PCS RANCHO CORDOVA, CA 957 42 SAN DIEGO SWITCH CENTER 916..:631-3030 FAX: 916-631-8996 scope: Composite Steel Beam .Description New Girder for Interior Structure: Tyical Girder 'G3' (edge member} 19 I Design Input I Section Name W12X14 Beam Span 20.000 ft Beam Spacing 18.000 ft Slab Thickness 5.250 in Deck Rib Height 2.000 in Rib Spacing 12.000 in Rib Width 5.500 in Rib Orientation Parallel Beam Location Slab One Side I l)ead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 k/ft #2 k/ft I Live Loads ( applied after 75% curing) Full Span Uniform Loads ... # 1 k/ft #2 k/ft Summary I Fy . 50. 00 ksi f'c 3,000.00 psi Concrete Density 110.00 pcf Stud Diameter 0.750 in Stud Height 4.250 in Beam Weight Added Internally · Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... # 1 5.000 k #2 5.000 k Point Loads ... #1 #2 4.500 k 4.500 k 5.000ft 15.000ft 5.000 ft 15.000 ft OK Shored & 1 ln.:hored Using:W12X14, Span= 20.00ft, S!ab Thickness= 5.250in, Deck Rib Ht= 2.00in, Rib Spac= 12.00in, Rib Width= 5.00inw/ Slab One Str~ Checks for Shored & Unshared Cases .•• @ Bottom of Beam Actual = Unshored DL stress Actual = Actual Shear Stress Actual= Unshared Stress Check .... . (Mdf/Ss + MII/Strans) Actual = (Mdl + MIi) / Strans(top) Actual = 20,355.7 psi 20,.733.5 psi 4,047.6 psi 30,234.3 psi 338.0 psi Alternate Unshared Stress Check : (Mdl + MIi) / Ss Shored Concrete Stress Check .... (Mdl + Mil)/ (Strans:top * n) I Shear Studs & Shear Transfer ActYii!I ti. ~ti.lg§ Total req'd 1/2-Span Zone 1 from Zone2 from Zone 3from Zone4from Zone5from Zone6from ; / , .. l!2 ~~t ll~ b~lll §~illl stud Capacity 9.55k 3studs Vh@ 100% 104.00k 0.000 ft to 3.333ft , Use 3.333 ft to 6.667ft , Use 6.~7 ft to 10.000ft , Use 10.000 ft to 13.333ft , Use 13.333 ft to 16.667ft , Use 16.667 ft to 20.000ft , Use Allowable= 33,333.0 psi Allowable= 33,333.0 psi Allowable= 20,000.0 psi Allowable= 45,000.0 psi Allowable= 1,350.0 psi 38,880.8 38,000.0 psi 724.1 1,350.0 psi V'h: min Vh: Used 4_st~9s 0·studs 9 stdds 9 studs 0 studs 4 studs .~· OK OK OK OK OK 26.00 k 95.45 k t I I BEVIER STRUCTURAL ENGINEERING, 11 Title: SWITCH CENTER SAN DIEGO Job# 90075 2893 SUNRISE BLVD. SUITE 20 Dsgnr: MARYANNE BURNS Date: 10:21AM, 18AUG99 . ' Description : SPRINT PCS RANCHO CORDOVA, CA 95742 SAN DIEGO SWITCH CENTER 916-631-3030 FAX: 916-631-8996 scope: / Composite Steel Beam . Description New Girder for Interior Structure: T~cal Gir.der 'G3' (edge mem~r} I Defle~ons • I : Transformed 338.53 in4 I : Effective 326.12in4 Shored Before 75 ·% Curing Construction Loads Only After 75% Curing 0.215 in (after shores removed) 0.000in Unshared 0.790in 0.000in 0.188 in Total Uncured Deflection Composite Deflection j Reactions 0.188in 0.215in: L/1118.2 0.403 in : L / 595.4 Load Combinations ... Dead + Constuction Composite .Max DL + LL @Left 5.14k 4.50k 9.64k I Analysis Values Maximum Moments Dead Load Alone Dead+ Const Live Load Only Dead+ Live Support Shears Shear@Left Shear @ Right I Section Properties Section Name Depth Width Flange Thick Web Thick Area Weight I-steel S steel: top S steel : bottom 45.71 k-ft 25.71 k-ft 22:50 k-ft 48.21 k-ft 9.64 k 9.64 k W12X14 11.910 in 3.970 in 0.225 in 0.200 in 4.160 in2 14.130 #/ft 88.60 rn4 14.88 in3 14.88 in3 Fb :Allow n: Strength n : Deflection lxx : Steel Section I transformed $trans: top Strans: bot Strans : eff@ bot n*strans : Ef @ top X-X Axis from Bot Vh@100% / o. 790 in L/ 303.8 0.978 in L / 245.3 @Right 5.14 k 4.50 k 9.64k Effective Flange Width ... 33.00 psi 9.29 13.91 88.60in4 372.27in4 86.01 in3 29.01 in3 28.42in3 771.2in3 12.83in 104.00k Based on Beam Span 2.500ft Based on Beam Spacing 9.000ft Effective Width 2.500ft I • •• BEVIER STRUCTURAL ENGINEERING, 11 rrtle: SWITCH CENTER SAN DIEGO Job#99075 2893 SUNRISE Bl''D SUITE 20 Dsgnr: MARYANNE BURNS Date: 10:47AM, 18 AUG 99 ,V ,, Desc . lion · np : SPRINT PCS RANCHO CORDOVA, CA ~5742 SAN DIEGO SWITCH CENTER 916-631-3030 FAX: 916-631-8996 scope: I Rev: 510001 Composite Steel Beam Description New Girder for Interior Structure: Typical Girder 'G4' (edge member) j Design Input · i Section Name Beam Span Beam Spacing W16X26 10.000 ft 32.000 ft Slab Thickness 5.250 in Deck Rib Height 2.000 in Rib Spacing 12.000 in Rib Width . 5.500 in Rib Orientation Parallel Beam Location Slab One Side I Dea,d Loads ( applied befare 75% curing) Full Span Uniform Loads ... # 1 k/ft / Live Loads ( applied after75% curing) Full Span Uniform Loads ••. # 1 k/ft I Summary I Fy 50.00 ksi fc 3,000.00 psi Concrete Density 110.00 pcf Stud Diameter 0.750 in Stud Height 4.250 in Beam Weight Added Internally Using Partial Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... # 1 9.000 k 5.000ft Point Loads •.• # 1 8.000 k 5.000ft OK Shored & Unshored Using: W16X26, Span= 10.00ft, Slab Thickness= 5.250in, Deck Rib Ht= 2.00in, Rib Spac= 12.00in, Rib Width= 5.50in w/ Slab One stress Checks for Shored& Unshared Cases ... @ Bottom of Beam Actual = 9,708.2 psi Unshared DL Stress Actual Shear Stress Unshared stress Check.. .. Actual= Actual= (Mdl/Ss + MII/Strans) Actual = (Mdl + MIi) / Strans(top) Actual= 7,139.0 psi ~,200.2 psi 11,672.8 psi 279.8 psi Alternate Unshored Stress Check : (Mdl + Mil) / Ss Shored Concrete Stress Check .... (Mdl + MIi) / (Strans:top * n) J Shear Studs & Shear Transfer Actual# Studs 5 per 1/2 beam span · Stud Capacity Total req'd 1/2 Span 3studs Vh@ 100% 0:000 ft to 1.667 ft to 3.333 ft to 5 . .000 ft to 6.667 ft to 9.55k 79.69k 1.667ft , Use 3.333ft , Use 5.000ft , Use 6,667ft , Use 8.333ft , Use ..:cZone ~ from Zone'2:from Zone3from Zone4from Zone 5from Zone6from 8.333 ft to 10.000ft , Use Allowable= 33,333.0 psi OK Allowable= 33,333.0 psi OK Allowable= 20,000. O psi OK Allowable= 45,000.0 psi OK Allowable= 1,350.0 psi OK 13,394.2 38,000.0 psi 599.1 1,350.0 psi V'h: min 19.92 k Vh: Used 47.73 k 2 studs 2 studs 1 studs 1 studs 2 studs 2 studs I I • BEVIER STRUCTURAL ENGINEERING, 11 Title: SWITCH CENTER SAN DIEGO Job# 90075 2893 SUNRISE BLVD. SUITE 20 Dsgn': ~ARYANNE BURNS Date: 10:47AM, 18 AUG 00 _ . ' Descnption : SPRINT PCS RANCHO CORDOVA, CA 957 42 SAN DIEGO SWITCH CENTER 916-631-3030 FAX: 916-631-8996 Scope: I Rev: 510001 9omposit~ Steel Beam Page 2 I Description New Girder for Interior Structure: Typical Girder·~ (edge member) I Deflections l I ; Transformed 646.10 in4 I : Effective 568.07in4 Shored Before 75 % Curing Construction Loads Only After 75% Curing 0.020 in (after shores removed) 0.000in Unshored o.o38 in 0.000in 0.017in Total Uncured Deflection Composite Deflection I Reactions 0.017in o.oioin: !-/5997.1 0.038in: L/3199.7 Load Combinations ... Dead + Constuction Composite Max:DL+ LL @Left_ 4.63k 4.00k 8.63k I Analysis Values Maximum Moments Dead Load Alone Dead+ Const Live Load Only Dead+ Live Support Shears Shear@Left Shear@ Right j Section Properties Section Name Depth Width Flange Thick Web Thick Area Weight I-steel. S-steel : top S steel : bottom 22.83 k-ft 22.83 k-ft 20.00 k-ft 42.83 k-ft 8.63 k. 8.63 k W16X26 15.690 in 5.500 in 0.345 iii 0.250 in 7.680 in2 26.087 #/ft 301.00 in4 38.37 in3 38.37 in3 I / Fb: Allow n: Strength n : Deflection !xx : steel Section I transformed Strans: top Strans: bqt Strans : eff,@ bot n*Strans : l=f @ top X-X Axis from Bot Vh@100% 0.038 in L/ 3177.7 0.055 in L/ 2172.6 @Right 4.63k 4.00 k 8.63 k Effective Flange Width ... 33.00 psi 9.29 13.91 Based on Beam Span 1.250ft Based on Beam Spacing 16.000ft 301.00in4 739.58in4 92.35in3 57.19in3 52.94in3 744.5in3 12.93in 79.69k Effective Width 1.250ft I l • BEVIER STRUCTURAL ENGINEERING II Title : SWITCH CENTER SAN DIEGO Job# 99075 2893 SUNRISE BLVD. SUITE 20 Dsgnr: ty,ARYANNE BURNS Date: 10:59AM, 18AUG99 · ' Description : SPRINT PCS RANCHO CORDOVA, CA 95742 SAN DIEGO SWITCH CENTER 916-631-3030 FAX: 916-631-8996 scope: I Rev; 510001 Composite Steel Beam Page 1 I Description New Girder for Interior Structure: Typical Girder~- I Design Input Section Name Beam Span Beam Spacing W16X26 Slab Thickness Deck Rib Height Rib Spacing Rib Width 1q.000 ft 32.000 ft 5.250 in 2.000 in 12'.000 in 5.500 in Rib Orientation Parallel Beam Location Slab One Side I Dead Loads ( applied before 75% curing) Full Span Uniform Loads ... # 1 k/ft I Live Loads ( applied after 75% curing) Full Span Uniform Loads ... # 1 k/ft I Summary I Fy fc Concrete Density 50.00 ksi 3,000.00 psi 110.00 pcf Stud Diameter 0. 750 in Stud Height 4.250 in Beam Weight Added Internally Using Full Composite Action Elastic Modulus 29,000.00 ksi Point Loads ... # 1 9.000 k 7.500ft Point Loads ••• # 1 8.000 k 7.500ft OK Shored & Unshored Using: W1~~. Span= 15.00ft, Slab Thickness= 5.250in, Deck Rib Ht= 2.00in, Rib Spac= 12.00in, Rib Width= 5.&Jin w/ Slab One Stress Checks for Shored &Unshored:Cases .•• @ Bottom of Beam Actual = Unshored DL Stres$ Actual = Actual Shear Stress · Actual::;: Unshared Stress Check .... (Mdl/Ss + MII/Strans) Actual= (Mdl + MIi) / Strans(top) Actual = 14,240.1 psi 10,785.0 psi 2,216.9 psi 17,410.0 psi 319.5 psi Alternate Unshored Stress Check : (Mdl + MIi) / Ss Shored Concrete Stress Check. ... (Mdi + MIi) / (Strans:top * n) I Shear Studs & Shear Transfer Actual f stugs Total req'd 1/2Span Zone 1.from Zone2•from Zone3'from Zone4from Zone 5from Zone6from z per 112 beam span Stud Capacity 13studs Vh@ 100% 9.55k 119.53k 0.000 ft to 2.500 ft to 5.000 ft to 7.500 ft to 10.000 ft to 12.500 ft to 2.500ft , Use 5.000ft , Use 7.500ft , Use 10.000ft , Use 12.500ft , Use 15.000ft , Use Allowable= 33,333.0 psi Allowable= 33,33~.0 psi Allowable= 20,000.0 psi Allowable= 45,000.0 psi Allowable= 1,350.0 psi 20,167.8 38,000.0 psi 686.8 1,350.0 psi V'h: min Vh: Used 3 studs 2 studs 2 studs 2 studs 2 studs 3 studs ., ,. OK OK OK OK OK 119.53 k 66.82 k i i • I BEVIER I Rev, 510001 STRUCTURAL ENGINEERING, 11 Title : SWITCH CENTER SAN DIEGO Job# 90075 2893 SUNRISE BLVD. SUITE 20 Dsgnr: MARYANNE BURNS Date: 10:59AM, 18 AUG 99 . ' · Description : SPRINT PCS RANCHO CORDOVA, CA 95742 SAN DIEGO SWITCH CENTER 916-631-3030 FAX: 916-631-8996 scope: Composite Steel Beam Description New Girder for Interior Structure: Typical Girder ~ I Deflections I I : Transformed 740.04 in4 I : Effective 629.24in4 Shored Before 75 % Curing Construction Loads Only After 75% Curing 0. 062 in (after shores removed) 0;000in Unshored 0.129in 0.000in 0.053in 0.129in 0.182in Total Uncured Deflecticm, Composite Deflection j Reactions 0.053in 0.062in: L/2926.4 0.115in: L/1567.8 Load Combinations ... Dead + Constuction Composite MaxDL+ LL @Left 4.70k 4.00k 8.70k I Analysis Values Maximum Moments Dead Load Alone Dead + Const · Live Load Only Dead+ Live Support Shears Shear@Left Shear @ Right I Section Properties Section Name Depth Width Flange Thick W~'p Thick Ar.ea Weight I-steel S steel: top S steel : bottom 34.48 k-ft 34.48 k-ft 30.00 k-ft 64.48 k-ft 8.70 k 8.70 k W16X26 15.690 in 5.500in 0.345 in 0.250 in 7.680 in2 26.087 #/ft 301.00 in4 38.37 in3 38.37 in3 Fb: Allow n: Strength n : Deflection lxx : Steel Section I transformed Strans: top Strans: bot Strans : eff @ bot n*Strans : Ef@ top X-X Axis from ·sot Vh@100% @Right 4.70k 4.00 k 8.70k L/ 1399.~ L/ 990.0 Effective Flange Width ... 33.00 psi 9.29 13.91 301.00in4 838.06in4 121.29in3 59.73in3 54.34in3 932.3in3 14.03in 119.53k / Based on Beam Span 1.875ft Based on Beam Spacing 16.000ft Effective Width 1.875ft I • • 't Sa.n'b1~0 , JOB' ; Gl.lE~T ~//o DESIGNED BY : i . : ' ' ' ' l ! i -..------.I..._, --i . I i I ! / ' • I -.... _.,.._,. -. :... ... I : ! ' I . ' /Y/8 ---·---. ------------.-~ .. ----· -, ' ....:50.,,;, 1ch C-tr DATe8/f1 -9iPAGE 1.,5 ~ ~o75 WILLIAM D .. BEVIER STRUCTURAL ENGINEERING, INC. 2893 SUNRISE ~LVD., SUITE 209 JOB NO. RANCHO CORDOVA, CA 95742 BEVIER (916) 631-3030 ~AX (916) 631-8996 SU.Uc:TIJML IHGINHI\IH'G ~ : I I A % I Ox-X>-•. -~IJ • I . -·-' / -·-·······-; ' ·-/-. ., .. ~J~~~-_':b_1~_0_~_-_1~_c_A __ o_~_r __ ~qqo7!5' , · CLIENT C~/ lo· JOB NO. WILLIAM D. BEVIER STRUCTURAL ENGINEERING, INC. 2893 SUNRISE BLVD., SUITE 209 RANCHO CORDOVA, CA 95742 . . . . -~ESIGNEDBY M 13 DATe8 '19 C/'jPAGE U:> BEVIER (916) 631-3030 FAX (916) 631-i996 . ' ; 1 ' . • J 'Col~rnn /roo?J1nq D~190 .c·/,/FI rSte~ Inc._ Cal I-= 12.s1 P: (:ito +SZ>) (1~+10)(32] ])L LL• c~k.2 .rwe- STa.ueTUI.Al.lNGiNIP.tNG k-:. 88,2.- .as~ 7S _s_)( __ $"_x_~(a __ Gr ·99k. @ i=-1..::/ . f1::::~+~)(1~/)(s0 _:;: 81,!%)::::8,S~ P, · --·· · --·,1--~~,,_io s,1~~)-c.i.,;0-~--4~40 -~ 421e.· -: ; ; . ---. /Z 7~ t l --' ~ , .v-. -If -. --·· ... . . .ex =:=-~:5_(4:_s __ j + .;/? •. 7(o}. :::; :B:"ff)l _ - .. IZ,7 . eu~ 8,s:(o)+ .5,7(4,s) = z,01 11 7 /2,7 . . . ' . I ; i • I -i ; :t .. . ; M -· ----· -_., •-------! :ase ~3_qo// tffj:-~j/,l;;:a·:;t;g·~---- . ; . '. . ! . : -. --~ ·---+-. ---- i ' I r:, l-=3,, ! ,, ·r -~ i : -<AJJ ... {n~-'. ... • ... . ; ·~J_o~ ___ D_1_~_-_~_..:s_'<.,l_•_;r_c_A __ c_,t_r ___ ~qqo 7 s WILLIAM D. BEVIER ' . STRUCTURAL E!',1<;,INEERING, INC. • ¢LIENT C?~'//o JO~NO. . ·• . . . ./'i'J,d 8 .·~~. CJ<:J. ., DESIGNED BY DATE . PAGE ~ ex::: /iO,/ (4, s) :+ 10, I (-~s;):: o -,. -.. '79~/-· ------- i ex.--/~.q(o)+dj,s-(o) ~d _ ,. . 2~,S'° I 2893-SUNRISE ~LVD., SUITE 209 RANCHO CORD9VA, CA 95742 BEVIER (916) 631-3030 RAX (916) 631-8996 .. (.10.,1/eJ . 9 /4) ... . I.:_-' .zy;_ . L, L.. TS: Sx5 >r4: . ! .See-~C,.t...trp, .. c .. i;- .... ----~ ·+-· ... -·· ---·--::·7~-·a·/~1i-----(a--~'.\tf'7',-$~--:.:,::-7-;-~r_/j ·--. ---;---...... --. . , et.:! i -, 1 L: . + \-/,~J .. , . .J -•. ~<.,:, . . . . i . . j ;z c;; I 5 1 . . 2 {p I is--·-" . : . [ ! . 1 • i . I U:, I · : : ~ .. T.S:Pxt?x ~-: . j : ' ._::sd(::! ~ ,o4<r ---~ ·--!..----~----:_ --•• _, , • .i .... -··-·--·-___ r ------. ·-·----•• __ ,_ -------·-· ------ ! . ' I •• 1 . l ' ; r • 1 I ! !. .k_•, ,. ";:.~= . ---. . .. ... £ . . . . .. .. ., ---. ,--........... -.. . . . . ' ,Z('p., 5 j ::::. a a '2 ~-'-z. ,3, Ci bl-f I c;.,,'~-r" i i I //.' : // ·/.. ' f • -..i __ ,._ ______ ---~----,-· ---------· --_, -· ---,,. iU.Se 4 -<? -s-g X fl4: de r'f , : I I i I • l ; l . ' . ! ! ' t - ·---------------··---·--~ : _,· ! Z.8 STRUCTURAL ENGINEERING, 11 Title : SWITCH CENTER SAN DIEGO Job# 90075 2893 SUNRISE BLVD. SUITE 20 Dsgn~ MARYANNE BURNS Date: 8:25AM, 19 AUG 99 ' Descnptlon : SPRINT PCS RANCHO CORDOVA, CA ~5742 SAN DIEGO SWITCH CENTER BEVIER 916-631-3030 FAX: 916-631-8996 scope: I Rev: 510001 Steel Column Page 1 1 Description Column C2/F2 I General Information Steel Section TS5X5X1/4 Column Height 12.500 ft End Fixity· Pin-Pin Live & Short Term Loads Combined I Loads Axial load ... Dead Load Live Load Short Term Load 6.70 k 6.00 k k Fy Duration Factor Elastic Modulus 46.00 ksi 1.000 29,000.00 ksi 12.500 ft 12.500 ft X-X Unbraced Y-Y Unbraced Ecc. for X-X Axis Moments Ecc. for Y-Y Axis Moments X-X Sidesway : Y-Y Sidesway : Kxx Kyy 3.010 in 2.010 in Restrained Restrained 1.000 1.000 • 11 Summary Column Design OK Section: TS5X5X1/4, Height= 12.50ft, Axial Loads: DL = 6.70, LL= 6.00, ST= O.OOk, Ecc. = 3.010in Unbraced Lengths: X-X = 12.:500, Y-Y = 12.500 Combined Stress Ratios Dead. . Live DL + LL DL + ST+ (LL if Chosen) AISC Formula H1 -1 0.3606 0.3606 AISC Formula H1 -2 AfSC Formula H1 --3 XX Axis: Fa calc'~ per 1.5-1, K*Ur < Cc YY Axis: Fa calc'd per 1.5-1, K*Ur < Cc I Stresses Allowable & Actual Stresses Fa : Allowable fa: Actual Fb,xx : Allow [F3.1] fb : xx Actual Fb:yy: Allow [F3.1] fb : yy Actual I Analysis Values F'ex: OL+LL 24,437 psi F'ey: DL +LL 24,437 p~i F'ex: OL+LL+ST 24,437 psi F'ey: DL+LL+ST 24,437 psi 0.2432 Dead 18.40 ksi 1.46 ksi ksi 30.36 ksi 2.98 ksi ksi 30.36 ksi 1.99 ksi ~ Live 18.40 ksi 1.31 ksi ksi 30.36 ksi 2.67 ksi ksi 30,36 ksi 1.78 ksi 0.4109 0.4109 DL+ LL DL + Short 18.40 ksi 18.40 ksi 2.77 ksi 2.77 ksi ksi 30.36 ksi 30.36 ksi 5.65 ksi 5.65 ksi ksi 30.36 ksi 30.36 ksi 3.78 ksi 3.78 ksi Cm:x DL+LL 0.60 Cb:x DL+LL 1.75 Cm:y DL+LL 0.60 Cb:y DL+LL 1.75 Cm:x DL+LL+ST 0.60 Cb:x DL+LL+ST 1.75 Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.75 Max X-X Axis Deflection -0.113 in at 7.250ft MaxY-Y Axis Deflection -0.075in at 7.250ft I ~~ction Properties TS5X5X1/4 .. '\Efepth 5.00·1n vvTuth 5.ooo in Thidkness 0.250 in Weight Area 15.59#/ft 4.59 in2 I-xx 1-yy S-xx S-yy r-xx r-yy 16.90in4 16.90in4 6.760in3 6.760in3 1.919in , 1.919in , • • i I •• STRUCTURAL ENGINEERING, 11 Title : SWITCH CENTER SAN DIEGO Job# 00:>75 2893 SUNRISE BLVD. SUITE 20 Dsgnr: MARYANNE BURNS Date: 8:28AM, 19 AUG 99 ' Description : SPRINT PCS RANCHO CORDOYA, CA 95742 SAN DIEGO SWITCH CENTER BEViER 916-631-3030 FAX: 916-631-8996 scope: I Rev; 510001 . Description Column C3/F3 I General Information Steel Section TS5X5X1/4 CQlumn Height 12.500ft End Fixify Pin-Pin Live & Short Term Loads Combined I Loads Axial Load ... Steel Column Fy Duration Factor Elastic Modulus X-X Unbraced Y-Y Unbraced 46.00 ksi 1.000 29,000.00 ksi 12.500 ft 12.500 ft X-X Sidesway : Y-Y Sidesway : Kxx Kyy Restrained Restrained 1.000 1.000 Dead Load Live Load 19.70 k 17:60 k k Ecc. for X-X Axis Moments Ecc. for Y-Y Axis Moments 0.420 in in ShQrt Term Load Si,mmary Section: TS5X5X1/4, Height= 12.50ft,.Axial Loads: DL = 19.70, LL= 17.60, ST= O.OOk, Unb(aced Lengths: X-X = 12.50ft, Y-Y = 12.50ft Column Design OK Ecc. = .Q.420in Combined Stress Ratios Dead AISC Formula H1 -1 0.2626 AfSC Formula H1 -2 0.1958 AISC Formula H1 -3 XX Axis : Fa calc'd per 1.5-1, K*L/r < Cc YY Axis : Fa calc'd per 1.5-1, K*L/r < Cc I Stresses · · Allowable & Actual Stresses Fa : Allowable fa: Actual Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual Dead 18.40 ksi 4.29 ksi ksi 30 .. 36 ksi 1.22 ksi ksi 30.36 ksi 0.00 ksi Live 0.2341 0::1749 :· ... Live 18.40 ksi 3.83 ksi -ksi 30.36 ksi 1.09 ksi ksi 30.36 ksi 0.00 ksi DL+LL 0.5103 DL +ST+ (LL if Chosen} 0.5103 0.3708 0.3708 DL+ LL DL + Short 18.40 ksi 18.40 ksi 8.13 ksi 8.13 ksi ksi 30.36 ksi 30.36 ksi 2.32 ksi 2.32 ksi ksi 30.36 ksi 30.36 ksi 0.00 ksi 0.00 ksi 29 • 11 • I Analysis Values I F'ex: DL +LL 24,437 psi Cm:x DL +LL 0.60 Cb:x DL +LL F'ey: DL+LL 24,437 psi F'ex: DL+LL+ST 24,437 psi Cm:y DL+LL 0.60 Cb:y DL+LL Cm:x DL+LL+ST 0.60 Cb:x DL+LL+ST F'ey: DL+LL+ST 24,437 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST Max X-X Axis Deflection -0.046 in at 7.250ft MaxY-Y Axis Deflection O.000in at I Section Properties TS5X5X1/4 Depth 5.00 in Width 5.000 in Thickness 0.250 in Weight Area 15.59#/ft 4.59 in2 1-:xx 1-yy S-:xx S-yy r-:xx r-YY; ,., 1.75 1.75 1.75 1.75 0.000ft • 16.90in4 16.90in4 6.760in3 6.760in3 1.919in 1.919in- STRUCTURAL ENGINEERING, II Title: SWITCH CENTER SAN DIEGO Job# 99075 2893 SUNRISE BLVD. SUITE 20 Dsgn': ~ARYANNE BURNS Date: 8:29AM, 19AUG99 · · · ' Description : SPRINT PCS RANCHO CORDOVA, CA 95742 SAN DIEGO SWITCH CENTER BEVIER 916-631-3030 FAX: 916-631-8996 scope: I. Rev: 510001 Description Column C4/F4 I General Information Steel Section TS5X5X1/4 Column Height 12.500 ft End Fixity Pin-Pin Live & Short Term ·Loads Combined I 'Loads Axial Load .. /' Dead Load Live Load Short Term Load Summary 10.10 k 9.00 k k Steel Column Fy Duration factor Elastic Modulus X-X Unbraced Y-Y Unbraced 46.00 ksi 1.000 29,000.00 ksi 12.500 ft 12.500 ft Ecc. for X"'X Axis Moments Ecc. for Y-Y Axis Moments X-X Sidesway : Y-Y Sidesway: Kxx Kyy in in Restrained Restrained 1.000 1.000 Section: TS5X5X1/4, Height= 12.50ft, Axial Loads: DL = 10.10, LL= 9.00, ST= Unbraced Lengths: X-X= 12.50ft, Y-Y= 12.50ft Column Design OK O.OOk, Ecc. = O.CXlDin Combined Stress Ratios Dead Live DL+LL 0.2262 0.1508 DL +ST+ {LL if Chosen) 0.2262 AISC Formula H1 -1 AISC Formula H1 -2 Arsc Formura H1 -3 XX Axis: Fa calc'd per 1.5-1, K*Ur < Cc YY Axis : Fa calc'd per 1.5-1, K*Ur < Cc I Stresses Allowable & Actual Stresses Fa : Allowable fa: Actu~I Fb:xx : Allow [F3.1 J fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual I Analysis Values F'ex : DL +LL 24,437 psi F'ey: DL +LL 24,437 psi F'ex: DL+LL+ST 24,437 psi F'ey: DL+LL+ST 24,437 psi 0.1196 Dead 18.-40 ksi 2.20 ksi ksi 30;36 ksi 0.00 ksi ksi 30.36 ksi 0.00 ksi 0.1066 Live 18.40 ksi 1.96 ksi ksi 30.36 ksi 0.00 ksi ksi 30.36 ksi 0.00 ksi 0.1508 DL+ LL DL + Short 18.40 ksi 18.40 ksi 4.16 ksi 4.16 ksi ksi 30.36 ksi 30.36 ksi 0.00 ksi 0.00 ksi ksi 30.36 ksi 30.36 ksi 0.00 ksi 0.00 ksi Cm:x DL +LL 0.60 Cb:x DL +LL 1.75 Cm:y DL+LL 0.60 Cb:y DL+LL 1.75 Cm:x DL +LL +ST 0.60 Cb:x DL +LL +ST 1.75 Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.75 MaxX:-XAxis Deflection 0.O00in at 0.000 ft Max Y-Y Axis Deflection 0.000in at 0.000ft j Section Properties TS5X5X1/4 Depth 5.00 in Width 5.ooo in Thickness 0.250 in ; ., Weight Area 15.59#/ft 4.59in2 I-xx 1-yy S-xx S-yy r-xx r-yy 16.90in4 16.90in4 6.760in3 6.760in3 1.919in 1.919in 30 I 11 • • ' .Z./ •• STRUCTURAL ENGINEERING, II Title : SWITCH CENTER SAN DIEGO Job-., 99075 2893 SUNRISE BLVD SUITE 20 Dsgnr: MARYANNE BURNS Date: 8:30AM, 19AUG99 · . ., Description : SPRINT PCS RANCHO CORDOVA, CA 95742 SAN DIEGO SWITCH CENTER BEVIER 916-631-3030 FAX: 916 ... 631-8996 scope: I Rev:51~l1 Description Column C5/F5 I General Information Steel Section TS5X5X1/4 Column Height 12.500 ft End Fixity Pin-Pin Live & Short Term Loads Combined I Loads Axial Load ... Dead LOcJd Live Load Short Term Load 14.00 k 12.50 k k Steel Column Fy Duration Factor Elastic Modulus 46.00 ksi 1.000 29,000.00 ksi 12.500 ft 12.500 ft X-X-Unbraced Y-Y Unbraced Ecc. for X-X Axis Moments Ecc. for Y-Y Axis Moments X-X Sidesway : Y-Y Sidesway : Kxx Kyy in 1.260 in Restrained Restrained 1.000 1.000 i II Summary Column Design OK Section: TS5X5X1/4, Height= 12.50ft, Axial Loads: DL = 14.00, LL= 12.50, ST= 0.OOk, Ecc. = 0.CXXJin UnbracedLengths: X-X= 1250ft, Y-Y= 12.50ft Combined Stress Ratios . Dead Live DL + LL DL +ST+ {LL if Chosen) AISC Formula H1 -1 0.2247 0.4416 0.4416 AISC Formula H1 -2 0.1965 0.3719 0.3719 AJSC Formula H1 -3 XX Axis: Fa calc'd per 1.5-1, K"'Ur < Cc YY Axis : Fa calc'd per 1.5-1, K*L/r < Cc I Stresses · · · Allowable & Actual Stresses Fa : Allowable fa: Actual Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy: Allow [F3.1] fb : yy Actual j .Analysis Values F'ex : OL +LL 24,437 psi F'ey: DL+LL 24,437 psi F'ex : DL +LL +ST 24,437 psi F'ey: DL+LL+ST 24,437 psi 0.2248 Dead 18.40 ksi 3.05 ksi Live DL+ LL DL + Short ksi 30.36 ksi 0.00 ksi ksi 30.36 ksi 2.61 ksi 18.40 ksi 2.72 ksi ksi 30.36 ksi 0.00 ksi ksi 30.36 ksi 2.33 ksi 18.40 ksi 5.77 ksi ksi 30.36 ksi 0.00 ksi ksi 30.36 ksi 4.94 ksi Cm:x DL +LL 0.60 Cb:x DL +LL Cm:y DL+LL 0.60 Cb:y DL+LL 18.40 ksi 5.77 ksi 30.36 ksi 0.00 ksi 30.36 ksi 4.94 ksi 1.75 1.75 Cm:x DL +LL +ST 0.60 Cb:x DL +LL +ST 1.75 Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.75 Max X-X Axis Deflection 0.000 in at 0.000 ft Max Y-Y Axis Deflection -0.098 in at 7.250ft I Section Properties TS5X5X1/4 . Depth 5.00 in Width 5.000 in Thickness 0.250 in / Weight Area 15.59#/ft 4.59 in2 r I-xx 16.90in4 1-yy 16.90in4 S-xx 6.760in3 S-yy 6.760in3 r-xx 1.919in r-yy 1.919in i • • JOB NO. ){ ·c ._ WILLIAM D. BEVIER STRUCTURAL Er,JGINEERING, INC. 2893 SUNRISE ~LVD., SUITE 209 RANCHO CORDOVA, CA 95742 BEVIER (916) 631-3030 FAX (916) 631-8996. @ 7 1 7/ I ~. -,-7 * ·--r---···-· r-,r------j''---'1;--.J--¥,.-..:...;#f""-... ...... .,_,_,,K,,.:::;_j.~----..... ~~--...!!t'-++~~--L.~ x;· , ' ·, ' 1 I l ..::!.! ' ' ) . ,, // I / I i ·-;·· / ;QLIENT~/o "}907~ ~ WILLIAM D,. BEVIER STRUCTURAL ENGINEERING, INC. 2893 SUNRISE BLVD., SUITE 209 JOB NO. RANCHO CORD©VA, CA 95742 BEVIER (916) 631-3030 F,AX (916) 631-8996 .fl'1.UCTUAA1. tNcflNU~NG - t Se.1sm1c La~ .:s : A)-! !Jr =I a.,- &d,;\.e 4 . f2 :::S, (p -V-r= g.s(o.,40 .>( 1.0)(1) 0 l / ,5,(p ~ /I, 1-v= A/2601; -w=r(<?.:;.x61-+ IU. 7x 71) s,:;,ps.f. · hC~)z. +(7~M}z. t-(7~ 71)+-h L' · /) ~ · · rcXJr :-1 .1 (7xn~7)z +(7 1>< 8)~1~ps+--r $() ; nus<::.... ------w =-·:[4-)·i,io-+ ..¾+6s+5CO] W ~ .,·+~ 1/~0 5 l ---v--= f-$1/'J~tt:i(;7u}--= 571"4ij1t-,:;r::'Q·1,t!,··t..-;--·. ---· ---·----: --' --~-. i ----~ b-----------:-. ' -.-·----.......... ---· ; . --! i-------. i l ... .. . i I ! ·1 - I I l I 1 ! ' ' ' l ! ' ' I l 1 · r 7 i · ' ·! . i :l- ' I ! I l ~ : ·t -: l ' ' -------·!-----··· j .! . ! 1 I. r : ~ : i i .. ; i -t . ! -• ·:-----•.••... ---~ ----------------t ----~---·---~------------ ···-·: ··-. --·------·7 -~ ----------~ -·-. _. ___ -· ------~-----~-. ·---I ' I l . ! • -! ·-------. ·-1-. i -i ' ' I \ . 1' . ' . ' .. .. __ , ______ ~-,----- ! l I : ' i i -. ' I ~ D,e70 S'-<.,J./Tch C-tr • ..,J..,.o __ s __ ...... _______________ ---1cJclo 7S-WILLIAM D. BEVIER STRUCTURAL ENGINEERING, INC • 2893 SUNRISE BLVD., SUITE 209 RANCHO CORDOVA, CA 95742 . . CLIENT a~C.:,//o JOB NO. r ; l ; , . ' _J •~ --- ' ! 1 i. BEVIER (916) 631-3030 FAX (916) 631-8996 7?1tgu;L µ1a..ph.rfk@rn (s~ plan shc::e-C-) C1en it:!-r O .,I. . {(}4:s,,s , .. x /Yi -.{ q£;_x,~4)4el .. +(12_0. 7x 7/)_(7~ + .331 ) = !f"/._'f-7 1 <:! (9~x~4)+(!7,(a7x7/) ~rii:; 9&x~4) 32./ ~-(l7..G7k7);(17'1_7 + <o4) = .3!3.'[s' (9/q~&><:f + /7~~7 X rl · ····--J ------------ l I ! ' ' : t :" . ; _; FrZtm e, -:Jo. . ~ ! . , I . ; ·I . ····-----' ' ' I : 'l ... - .;.. { . ·i I . f .• J ! ! f . ..._ ___ --~ ------------, ' I T I • -... -f ··-. I . -;,l ___ _ ---·-·-·-··· ; --~ -·· --··---' . I I -· , ! l --~-- WILLIAM D. BEVIER STRUCTURAL e:NGINEERING, INC. ' , ¢LIENT . ~ JOB NO. 2893 SUNRISE ~LVD., SUITE 209 RANCHO CORDOVA, CA 95742 BEVIER (916) 631-3030 FAX (916) 631-8996 i . l I FrQ..n?e,.,,J C1 f!t Ce. .4&:cj,~ t-_fl ~-!~'40_ le ~ ~ ..:,_ G, \ J .3 f;· () \ = '-P .1 ~t ~ 7 X ~j (U),5 t S-cf, 4..) 10(,-;zJ. , ' ; -3 J~ ;_ i 7q ~-; / D ... ,::.i /; )( . ·7 ·;· .. ----------------·---------------------.. ---- {)'${!; tt-~ t, 7q ' ~----------------- . 1 '--. ----~--- ....... -----, ·---·--- ' j -------1--------------------------,-------;-----' -. --~-_J<{~l ~ -'f 1<,._( £j) - i ' p- l ~j· J.J.ti:/ l , "''"C7 -e ~ &47 Ito I /1 ,t:!!It 1• _.,;;,;t ., ,._ -1-- ' -__ -i:;;r__ . ·-e-~---·---------,--=------, <·~ t?-2..~ .:::::.. "-'i;.,;r...,,,,, l ~ ....... - ' i -2g0c2J '2.-~··i·-. -.... ,.,. l . n . I . -·-·· -, --· . & Jl(~ . . . , , . ,f?. .. I . -·~1 : I . l . ! I : -\ l J '. . I , . i ... i r J • i i - , · · : . ~ '":D 1eo o S G,<.,J 1'k.h, (:.. t-1-• JOB .J _ · _ .~LIENT_(]_~ JOB NO. WILLIAM D. BEVIER STRUCTURAL ENGINEERING, INC. 2893 SUNRISE ~LVD., SUITE 209 RANCHO CORDOVA, CA 95742 , ' ' ' : . DESIGNED BY M-6 DATEt3, ·'ttJt"tt'/9r,AGE. ;~~ BEVIER (916) 631-3030 F.AX (916) 631-8996 .. ~7~ ; ,Tlb < / V • j ' . ' ' ' e7"" ~ = J JJ, 11 + o,os(/04) = .. .1g,_J. __ B1·1 ,O~ { c:To&·= ~,-,5.+_o .as( c3!t ~7) ~ lto,41 C?:;i.{C.. .q- Rx: 4 ,+·~-' l\-f~--' l,'?7-:,. J\7~ . l.l11 ,?Jt-1.-1 alx ,.e,-,o· .... ~"'")--,-u:J .f \ . ~1i·10; !i?140 ---~P-,.4-0 - i_j.f..!r; - :: f t-5?~-~ . ' ' . " -- tl0·s:~ l·lPS-dr %!12:- 1'[.1000 _____ ;~;--____ :f~ __ JA-.2E3 .. 4~--1120.o.:1. 7.t5E~,~-------------·-___ . ·-·-·-·-____ : ____________ ----~------- . j • I . :i . . --i . .., i· I .•• I JOB NO. -------IA.Jc;.,./ I -. R -d.a-r Jed_ z ;.4.r44 ?~•'? 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' -t ., i WILLIAM D, BEVIER STRUCTURAL El;'JGINEERING, INC. 2893 SUNRISE B_LVD., SUITE 209 RANCHO CORDOVA, CA '95742 BEVIER (916) 631-3030 FAX (916) 631-8996 SlkUCTUML lNGINHIUNCi , F;;t Ill'"~ e,,'t; F-¼ov~ rJtn4,\· -1,+1 i .,\ 1~17 l. -~.r.ez ~.~i.: : ~ ~,a5 ~1f>S" -· --·---. -----·-· -· ------------ !-Gr, r -,,.--. -z. ,·"Jtf -:· ll, +ct .. : is tt-.. . -z.,~_4, {---n ,4q-_ :Z,7 .-(j ...... , 4"°6t..~ 1 'Z1.,UJD -------i---------·-----,.;-._ . : ! . i •, ·, / ' ---· ---, ....... ---. __ f ____ --------' : -------·-···. ~ -------·-·-----------:-.--------: ! • 1 -! i ' -----! • I . i - ' . -- --f --------· -~ -----------· ---•-_,_ ---••• -------·---------T • .., __ ---_,,___. -·----~ _,_ ___ ---------·--------·---· .. l t . I -' i ' , ' -~· .. ·--·-----~ '.....J.. • .-' ·--...----~. ----------~-·-----··1··---·----------,. 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BEVIER STRUCTURAL ENGINEERING, INC. 2893 SUNRISE BLVD., SUITE 209 RANCHO CORDOVA, CA 95742 BEVIER (916) 631-3030 FAX (916) 631-8996 STWCTUML t:NGIHU!UNG In :spc::c"t-1 o-x,j d= .3,8/11 , .b-==-I t./1 #5@ '2+/1ce- . i I ' ' J ~Jo=s;._S:_~ __ ,1._. ___ D ___ . _,e_o_~_U,,J_,,½_c::,..; ___ l __ --1 qt:f 61,S · CLIENT C,. _ .. . r~t Pt-___ _ '~hrtb: . , ~·It 5'f' P1S-vl, · S?i';~kl~~. : $tJbf,..;,-l1 .,,,,,_.r . :at:/ It'~. . M '.St:. . ~.s t~ ~ ieO /; 0 t:J,'i 2.:0 c;.:;J JOB NO. q,O pf h .rr.1b~..,;r-/t,,,,-~ -1-'2.o , I : ·l ' ' ' i -;~ j . l + ~:a ,ps-P ' , _ . ____ ~~~o/s( _ .... lo ~l~-~~.r . WILLIAM D,. BEVIER . . STRUCTURAL E~GINEERING, INC. 2893 SUNRISE BLVD., SUITE 209 RANCHO CORDOVA, CA 95742 BEVIER (916) 631-3030 F.AX (916) 631-8996 . -------. --~. -~·-"·-- -..: ----·-----~ -~-.---... ---~-- ' ' >; JOB ~.-i Di~o St,.c.,\ kt... tftjo ?r : CLIENT e ,4-~ JOB NO. : DESIGNED.BY -:;-vt-i,M DATEx> 1?1,'i,PAGE 47 . -------- -• I i I . ! 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I ' r ' ,5.-:-u-. '2),e;.90 JOB ..,.,..,, . -::>-.. . C,LIENT C A-6 JOBNO. · ' -. -; ~ - WILLIAM D. BEVIER STRUCTURAL ENGINEERING, INC. 2893 SUNRISE BLVD., SUITE 209 RANCHO CORDOVA, CA 95742 BEVIER' (916) 631-3030 F;A.X (916) 631-8996 STAUCTUMLEHCINIWHG • • • • • -• • ,--• -- (. I} . rt:,,S T ,1" /3'0/J( i-t : ,--+ ____ +_ lt.&zd' ___ : .... ------,~~'--. /' . · JOB~ 7>,e<:jo .:Sc.-J-1-ch "":i .,, . .,...... ________________ _. t::f,D 75" WILLIAM D1 BEVIER STRUCTURAL ENGINEERING, INC. 2893 SUNRISE BLVD., SUITE 209 RANCHO CORDOVA, CA 95742 C~IENT O A-G JOB NO. BEVIER (916) 631.--3030 FAX (916) 631-8996 STWCfUMI.ING1NIEPJNG -a/G,: ( R )i /~ )z.: fk +~t~-~ • I , ::;) rai~4 + -~~1: (; )2'( )'z.. :3.3, I . :2. 7, ~ I • ' • I ' ' ------·-,_ -,·-- 1 ---__ ...... -'-----------' ' l . 1 ' ----· ·t· i :· _· l , I . \ ' : -l .. 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I I . -I . ! ·--!---,/-----··-!---. ---·--· ,----·-· i --·--------l----s-------'--~- 1 ' I i l •• C • ·1 j i I I.· -I · i · i i ! / ,-1·- ·I I ,, I I I I· I ~• I I I I I I 11 I I I· <, I ~ LAW - WWW.GCSE i&..JiL?Ji.AWWW; .. i 2 W JWJi!Mi5.ii!fui&EQtilt&lli!lJil!i.JM ~ LAWGIBB Group Member .a. REPORT OF GEOTECHNICAL EXPLORATION .PROPOSED SAN DIEGO SWITCH CENTER SITE NO. SD03XW003 2160 LAS P ALMAS DRIVE CARLSBAD, CALIFORNIA Prepared for: SPRINT PCS Overland Park, Kansas August 24, 1999 Project 50700-9-1188.04.800 I .. "' I ,, .I ,, I- I I ., I I .I I I :I . , I I I LAW == '""™™""""'"" ~ LAWGIBB Group Member .a. August 24, 1999 Sprint PCS 11880 College Boulevard, 4th Floor Overland Park, Kansas 66210 Attention: Mr. Kevin Rottinghaus National Site Development Subject: Report of Geotechnical Exploration Proposed San Diego Switch Center 2160 Las Palmas Drive Carlsbad, California Sprint PCS Site No. SD03:XW003 Law Project 50700-9-1188.04.800 Dear Mr. Rottinghaus: We are pleased to submit the results of our geotechnical exploration for the proposed San Diego Switch Center to be constructed at 2160 Las Palmas Drive, Carlsbad, California. This exploration was conducted in general accordance with our Proposal No. CIN.99.1695 dated June 25, 1999 and the Master Agreement for Services dated July 11, 1999; services were authorized by Sprint PCS via 40-4000003757 dated August 4, 1999. Mr. Steve Carrillo of Carrillo Architectural Group, Inc., has provided us with general project information. Mr. Bill Bevier of Bevier Engineering has provided us with structural load information. Project information was also provided by David Rogers with M.A.Mortenson via written correspondence to Mr. Eric Westergaard of LAW, dated June 17, 1999 and also in a telephone conversation with Mr. Doug Batt of LAW on June 22, 1999. LAW was provided with the following projept information: • A copy of the document entitled "Project Sites," listing the project sites, addresses and whether the site was occupied with an existing or was undeveloped property ( one page, undated). • A copy of the document entitled "Soil Testing, General Description" ( one page, undated), This document provides an outline of the scope of work required including number of soil borings and required recommendations to be addressed in the report . • A copy of the document entitled "Stanqard Practice, Soil Resistivity Testing" (four pages). • Drawing No. A-100, Site Plan, and Drawing No. A-101, Floor Plan, both dated August 11, 1999 by Carrillo Architectural Group. LAW Engineering and Environmental Services, Inc 601 Washington Avenue, Suite 330 • Newport, KY 41071 606-·581-6031 • Fax: 606-581-6036 I I I I 1· 1: I I I I ,. I I I I I " I I I Sprint PCS.-San Diego Switch Center, G~otechnical Exploration LAW Project 50700-9-1188.04.800 August 24, 1999 Page2 The results of our exploration and design recommendations are presented in this report. Please note that you or your representative should submit copies of this report to the appropriate governmental agencies for their review and approval prior to obtaining a building permit. It has been a pleasure to be of professional service to you. Please call if you have any questions or ifwe can be of further assistance. Sincerely, LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC. o~ tf,.6a#- £,u f/h_ .d/1 n--fJ 5 I~~ Doug R. Batt l · 1/,")p Project Manager · W7 ~~~ Putnam 1 p Engineer LAW /SprintPCS/Carlsbad (2 copies submitted) Attachments cc: Carrillo Architectural Group, Inc. Attn: Mr. J. -Steven Carrillo William D. Bevier Structural Engineer, Inc. Attn: Mr. William Bevier I I 1· ,, ,, I. I: I I ,, I I I __ , . I i ,, .1 I I REPORT OF GEOTECHNICAL EXPLORATION PROPOSED SAN DIEGO SWITCH CENTER SPRINT PCS SITE NO. SD03XW003 2160 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA Prepared for: SPRINT PCS Overland Park, Kansas Law Engineering and Environmental Services, Inc . Newport, Kentucky August 24, 1999 Project 50790-9-1188.04.800 • ' ~ I 1· I ,, I I: I ,, I; I 1· I ·1 I I I I I Sprint PCS.-San Diego Switch Center, Geotechnical Exploration LA'W Project 50700-9-1188.04.800 TABLE OF CONTENTS August 24, 1999 Page 1.0 SCOPE ........................................................................................................................................ 1 2.0 PROJECT DESCRIPTION ......................................................................................................... 2 3.0 SITE CONDITIONS ................................................................................................................... 2 4.0 EXPLORATIONS AND TESTS ................................................................................................ 3 -5.0 SOIL CONDITIONS ............. · .................................................................................. : .................... 4 6.0 LIMITED GEOLOGIC HAZARDS EVALUATION ................................................................ 4 7.0 RECOMMENDATIONS ........ : ... : ........ : ...................................................................................... 5 7.-1 .F.'OUNDATIONS· ........................................................................................................... 5 7.2 SITE COEFFICIENT AND SEISMIC ZONATION ..................................................... 7 7.3 EARTHWORK .............................................................................................................. 7 7:4 FLOOR SLAB SUPPORT ............................................................................................. 8 1·.s PAVING ............ , .......................................................................................................... 10 8.0 BASIS FOR RECOMMENDATIONS ..................................................................................... 11 APPENDIX: EXPLORATIONS AND TESTS I I I ·I I 1: I I I I I I I I I. I I I Sprint PCS.-San Diego Switch Center, Geotechnical Exploration LAW Project 50700-9-1188.04.800 1.0 SCOPE August 24, 1999 This report provides found_ation de~ign information for the proposed San Diego Switch Center in Carlsbad, California. The locations of the existing and proposed buildings and our exploration borings are illustrated in Figure 1, Plot Plan. This exploration was authorized to determine the static physical characteristics of the soils at the site of the proposed building, and to provide recommendations for foundation design, floor slab support, earthwork, and paving for the development. We were to evaluate the existing subsurface conditions at the site and develop recommendations for the following: • A feasible foundation system design along with the necessary design parameters, including the estimated settlemen! due to the expected loadings. • Subgrade preparation and floor slab support. • · Subgrade preparation and design of asphalt paving. • Earthwork, including site preparation, the placing of compacted fill, and quality control measures relating to earthwork. Seismic evaluation of the site and the assessment of general site environmental conditions for the presence of contaminants in the soils and groundwater of the site were beyond the scope of this exploration. Our recommendations are based on the results of our field explorations, laboratory tests, and appropriate engineering analyses. The results of the field explorations and laboratory tests, which form the basis of our recommendations, are presented in the Appendix. Our professional services have been performed using that degree of care and skill ordinarily exercised, under similar circumstances, by reput~ble geotechnical consultants practicing in this or similar localities. No other warranty, express5cj or implied, is made as to the professional advice included in this report. This report has been prepared for Sprint PCS, Inc. and their design consultants to be used solely in the design of the proposed San Diego Switch Center. The report 1 ~, I I I I I I I I I I I I ,I ·1 I I I I Sprint PCS-San Diego Switch Center, Geotechnica/ Exploration LAW Project 50700-9-1188.04.800 August 24, 1999 has not been prepared for use by other parties, and may not contain sufficient information for purpose. of other parties or other uses. 2.0 PROJECT DESCRIPTION A 120-by 128-foot high-bay warehouse building currently occupies the subject site. We understand from conversations with the architect that this building is about 15 years old. Sprint PCS plans to construct a switch buildi11g inside the existing building at the location shown in Figure 1. Two exterior generator slabs and an electrical grid are also planned; these will be constrm;:ted in the east parking lot area. The generator slabs will be 18 inches thick and embedded 12 inches below ground surface. The switch building will be a one-story high bay of post-and-brace frame construction with block walls. The roof of this interior building will be concrete fill over metal deck. Typical interior column loads of the switch building will be about 66 kips. Maximum dead-plus-live column loads will be about 88 kips. ColumB"bays will be 30 feet by 30 feet. The switch building will contain a switch room, battery room, electrical room, HV AC room, and various office and storage rooms. Floor .slab loads in the battery room will be 500 pounds per square foot (psf). Accordingly, we understand an 8-inch-thick concrete slab is planned in this area. The existing floor slab will be selectively saw-cut to allow installation of foundations for the interior building and the floor slab for the battery room. Flexible pavement design assumes 50,000 EAL for light duty and 100,000 EAL for heavy duty. Typical light-duty vehicles will include cars, pickup trucks, and two-axle service vehicles. Typical heavy-duty vehicles will include fuel trucks, equipment trucks, and delivery trucks. 3.0 SITE CONDITIONS The site is located at 2160 Las Palmas Drive, Carlsbad, California. The site is developed with an existing warehouse building, parking lot paving, and landscaping. These areas are relatively level. 2 'I I I I I' I I I I I I I I I I I I I I Sprint PCS.-San Diego Switch Center, Geotechnical Exploration LAW Project 50700-9-1188.04.800 August 24, 1999 The east and west sides of the building are paved with asphalt concrete. The south side is landscaped. Bare soil lies north of the building, graded with drainage away from the building to a concrete-lined ditch. The ditch is at the top of an approximately 25-to 30-foot-high, 2H:1V (horizontal:vertical) cut slope that slopes down to the north, away from the property. A warehouse parking lot is located at the base of the slope. The site originally sloped down toward the west. The original hillside was cut in the building area and filled in the western parking lot area to create a level pad. A hill slopes down at about 2H: 1 V from the western edge of the west parking lot. The bottom of the hill is retained by a 6-foot-high retaining wall. The total elevation difference between the grade at the bottom of the retaining wall a1,1d the western parking lot is about 20 feet. 4.0 EXPLORATIONS AND TESTS The soil conditions beneath the site were explored by drilling six borings to depths of 5 to 21 feet below the existing floor slab at the locations indicated on Figure 1. Details of the explorations and the logs of the borings are presented in the Appendix. Laboratory tests were performed on selected samples obtained from the borings to aid in the classification of the soils and to determine the pertinent engineering properties of the foundation soils. The following tests were performed: • Moisture content and dry density determinations • Direct shear The testing was performed in general accordance with applicable ASTM specifications. Details of the laboratory testing program and test results are presented in the Appendix. Earth resistivity tests were performed to determine values for design of switch center grounding elements. Details and test results are included in the Appendix. 3 I I I I I I I I I I I I I I I I I I I Sprint PCS.-San Diego Switch Center, Geotechnica/ Exploration LAW Project 50700-9-1188.04.800 5.0. SOIL CONDITIONS August 24, 1999 Fill soils, 4½ feet thick, were encountered in Boring 3. The fill consists of silty fine sand. Although not encountered in our other borings, other fill, deeper or shallower, could occur between borings. Natural materials were encountered beneath the slab in the remaining borings. These materials consist of silty sandstone to the full 21-foot depth explored. Water was not encountered within the 21-foot depth explored. 6.0 LIMITED GEOLOGIC HAZARDS EVALUATION This limited geologic hazards evaluation is based on our review of the Public Safety Element of the 1992 General Plan of the City of Carlsbad. The predominant rock group at the site is the Eocene-age Santiago Formation. As observed at the site, this formation consisted of yellowish gray and brown, silty fine-grained, moderately cemented, massive sandstone. Minor amounts of fill placed by others also exist at the site. Based on a review · of the U.S. Geologic Survey "Encinitas Quadrangle, 7.5 Minute Series (1968)," the site is at an approximate elevation of 260 to 280 feet above mean sea level (MSL). The General Plan indicates that no active or potentially active faults are known to exist within the City of Carlsbad. The closest known active fault is the Rose Canyon fault zone, located approximately three to four miles offshore. Although the site could be subject to ground shaking in _ the event of a major earthquake, this hazard is co~on in California. The effects of ground shaking should be mitigated if the structure is designed and constructed in accordance with current engineering practice, the recommendations in this report, and applicable building codes, including . amendments to the 1997 Uniform Building Code adopted by the City of Carlsbad. The bedrock materials beneath the site consist of silty sandstone and are not subject to liquefaction. Groundwater was not encountered in our borings. Therefore, the potential for 4 I I I I 1· I I I I I I I I I I I I I I Sprint PCS.-San Diego Switch Center, Geotechnical Exploration LAW Project 50700-9-1188.04.800 August 24, 1999 liquefaction beneath the site is considered to be very low. Similarly, the potential for seismically induced lurching, lateral spreading, and local subsidence is considered to be low. The site is not located within a coastal zone; therefore, tsunamis (seismic sea waves) are not considered a significant hazard at the site. According to the City of Carlsbad Public Safety Element, the site is not located downslope of any large bodies of water that could adversely affect the site in the event of earthquake-induced failures or seiches (wave oscillations in an enclosed or semi-enclosed body of water). According to the Public Safety Element, the site is not within a Special Studies zone, as required by the Alquist-Priolo Geologic Hazards Act. The site is not located in any designated flood zones. Erosion and the resulting siltation are existing geotechnical problems generally found in areas of sloping topography. The exposed slope on the north side of the site is partially vegetated. The potential exists there for future surficial erosion and associated slope instability during heavy rainfall (or other water inundation). 7.0 RECOMMENDATIONS Fill soils were encountered in the western parking lot area, but are not expected to underlie the building. The natural silty sandstone at the site is generally firm and dense. The structure can be supported on spread footings established in the firm and dense undisturbed natural sandstone. In the eastern parking lot, the paving is to be removed and replaced to allow installation of a grounding grid and generator slabs. There will be 110 change in the existing grade. The new paving section and slabs can be placed directly on the undisturbed sandstone. 7.1. FOUNDATIONS In this section, data are given for the following foundation design considerations: • Bearing value for the switch center building and structurally separate minor structures • Estimated settlement of the building • Lateral resistance 5 I I I I I I I I I I I I I I I I I I I Sprint PCS.-San Diego Switch Center, Geotechnical Exploration LAW Project 50700-9-1188.04.800 Bearing Value August 24, 1999 Spread footings carried at least 1 foot into the undisturbed natural materials (sandstone) and at least 2 feet below the lowest adjacent grade or floor level can be designed to impose a net dead- plus-live load pressure of 3,000 pounds per square foot. If fill is encountered, the excavations should be deepened ~s necessary to extend into the undisturbed natural sandstone. A one-third increase can.be used for wind or seismic loads. The recommended bearing value is a net value, and the weight ·of concrete in the footings can be taken as 50 pounds per cubic foot; the weight of soil backfill can be neglected when determining the downward loads. Footings for minor structures that are structurally separate from the addition can be designed to impose a net dead-plus-live load pressure of 800 pounds per square foot at a depth of 1 foot below the lowest adjacent grade. Such footings can be established in properly compacted fill or undisturbed natural materials. Settlement We estimate the settlement of the building, supported on spread footings in the manner recommended, should be less than ½ inch. Differential settlement between adjacent columns is expecte~ to be about ¼ inch or less. Lateral Resistance Lateral loads can be resisted by soil friction and by the passive resistance of the soils. A _ coefficient of friction of 0.4 can be used between the building footings and the floor slab and the supporting materials. The passive resistance of the natural materials can be assumed to be equal to the pressure developed by a fluid with a density of 400 pounds per cubic foot. A one-third increase in the passive value can be used for wind or seismic loads. The frictional resistance and the passive resistance of the soils can be combined without reduction in determining the total lateral resistance. 6 I I I I I I I I I I I I I I I I I I Sprint PCS.-San Diego Switch Center, Geotechnical Exploration LAW Project 50700-9-1188.04.800 7.2 SITE COEFFICIENT AND SEISMIC ZONATION August 24, 1999 The site coefficient, S, can be determined as established in the Earthquake Regulations under Section 1629 of the UBC, 1997 edition, for seismic design of the proposed building. Based on a review of the local soil and geologic conditions, the site may be classified as Soil Profile Type Sc, as specified in the .1997 code. The site is located within UBC Seismic Zone 4. The site is near the Rose Canyon fault, which has been determined to be a Type B seismic source by the California Division of Mines and Geology. According to Map 0-36 in the 1998 publication from the International Conference of Building Officials entitled "Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of_Nevada," the proposed San Diego Switch Center is located at a distance of I 0.25 kilometers from the Rose Canyon fault. At this distance for a seismic source Type B, the near source factors, Na and Nv, are to be taken as 1.0 and 1.0, based on Tables 16-S and 16-T of the 1997 UBC. 7.3 EARTHWORK Although no significant grading is planned, minor earthwork for fine grading or utilities may be required. This section give recommendations for the following earthwork considerations: • Site preparation • Compaction (requirements for fill compaction) • Backfill (requirements for backfill compaction) • Material for fill (requirements for on-site and import materials) Site Preparation After the site is cleared, the exposed· soils should be carefully proofrolled and observed for the removal of all unsuitable deposits. Compaction Fill should be placed in loose lifts not more.than 8 inches thick and compacted. The fill should be compacted to at least 90% of the maximum densi~ obtainable by the ASTM Designation D1557- 91 method of comp1;1ction. The moisture content of the on-site soils at the time of compaction should vary no more than 2% below ot above optimum moisture content 7 ·1 I I I I I I I I I I I I I I I I I I Sprint PCS.--San Diego Switch Center, Geotechnical Exploration LAW Project 50700-9-1188.04.800 Backfill August 24, 1999 All required backfill should be mechanically compacted in layers; flooding should not be permitted. Proper compaction of backfill will be necessary to reduce settlement of the backfill and to reduce settlement of overlying slabs and paving. Backfill should be compacted to at least 90% of the maximum dry density obtainable by the ASTM Designation D1557-91 method of compaction. The on-site soils can be used in the compacted backfill. The exterior grades should be sloped to drain away from the foundations to prevent ponding of water. Some settlement of the backfill should be expected, and any utilities supported therein should be designed to accept differential settlement, particularly at the points of entry to the building. Also, provisions should be made for some settlement of concrete walks supported on backfill. Material for Fill The on-site soils, less any debris or organic matter, can be used in required fills. Cobbles larger than 4 inches in diameter should not be used in the fill. Any required import material should consist of relatively non-expansive soils with an expansion index of less than 35. The imported materials should contain sufficient fines (binder material) so as to be relatively impermeable and result in a stable subgrade when compacted. Air proposed import materials should be approved by our personnel prior to being placed at the site. 7.4 FLOOR SLAB SUPPORT Both the generator slabs and the battery room floor slab may be supported directly on the undisturbed natural sandstone that underlies the existing slab and paving. Construction activities and exposure to the environment can cause deterioration of the prepared subgrade. Therefore, we recommend that our field representative observe the condition of the final subgrade materials immediately prior to slab- on-grade construction, and, if necessary, perform additional field density and moisture content tests to determine the suitability of the final prepared subgrade. 8 I I I I I I- I I I I I I I I I I I I I Sprint PCS.-San Diego Switch Center, Geotechnical Exploration LAW Project 50700-9-1188.04.800 August 24, 1999 If vinyl or other moisture-sensitive floor covering is planned, we recommend that the floor slab in those areas be underlain by a capillary break consisting of a vapor-retarding membrane over a 4-inch- thick layer of compacted gravel. We suggest the following gradation for the gravel: Sieve Size ¾" No.4 No. 100 Percent Passing 90-100 0-10 0-3 A low-slump concrete should be used to minimize possible shrinkage cracks or curling of the slab. Proper quality control during concrete placement and proper curing are critical for a satisfactory slab. · Puncturing of the membrane should be avoided during construction. Two alternative procedures may be considered for placement of the vapor-retarding membrane. A 2-inch-thick layer of damp, coarse sand may be placed over the membrane to decrease the possibility of damage to the membrane during construction. A manufactured, compacted sand has been found to work best in this application. If this sand bedding is used, care should be taken during the placement of the concrete to prevent displacement of the sand. Alternatively, concrete may be placed directly on the membrane. In this case, a low .water content and low water/cement ratio should be used to avoid excessive curling of the floor slab. In either case, the concrete slab should be allowed to cure properly before placing vinyl or_ other·moisture-sensitive floor covering. If placement of a vapor-retarding membrane is not desirable, and the potential for greater vapor transmission through the slab is acceptable, the floor slabs may be underlain by a capillary break consisting of at least the 4 inches of compacted gravel. Regardless of the floor system used, positive surface drainage away from the building and avoiding placement of irrigation systems near building floor slabs should improve slab moisture conditions. 9 I I I I I I I I I I I I I I I I I Sprint PCS. -San Diego Switch Center, Geotechnical Exploration LAW Project 50700-9-1188.04.800 August 24, 1999 comparable soils compacted to at least 90% as recommended, the minimum recommended paving thicknesses are presented in the following table. Traffic Use. Automobile Parking Heavy Truck Traffic Paving Thickness Traffic Index 5 7 Asphaltic Concrete (inches) 3 4 Base Course (inches) 4 7 The asphalt pav~ng sections were determined using the Caltrans design method. We can determine the recommended paving and base·course thicknesses for other Traffic Indices ifrequired. Careful fospection is recommended to evaluate that the recommended thicknesses or greater are achieved, and that proper construction procedures are followed. The base course should conform to requirements of Section 26 of State of California Department of Transportation Standard Specifications (Caltrans), latest edition, or meet the specifications for untreated base as defined in Section 200-2 of the latest edition of the Standard Specifications for Public Works Construction (Green Book). The base course should be compacted to at least 95%. 8.0 BASIS FOR RECOMMENDATIONS The recommendations provided in this report are based upon our understanding of the described project information and on our interpretation of the data collected during our subsurface explorations. We have made our recommendations based upon experience with similar subsurface conditions under similar loading conditions. The recommendations apply to the specific project discussed in this report; therefore, an,y change in the structure configuration, loads, location, or the .site grades should be provided to us so that we can review our conclusions and recommendations .and make any necessary modifications. The recommendations provided in this report are also based upon the assumption that the necessary geotechnical observations and t~~ting during construction will be performed by representatives of our firm. The field observation services are considered a continuation of the geotechnical exploration and essential to check that the actual soil conditions are as expected. This 11 I I I I I I I ·1 I I I I I I I I I I Sprint PCS.-San Diego Switch Center, Geotechnical Exploration LAW Project 50700-9-1188.04.800 7.5 PAVING Site Preparation August 24, 1999 As stated previously, the paving in the easte~ parking lot will be removed and replaced to allow installation of a grounding grid and generator slabs. There will be no change in the existing grade. Th~ aggregate base course for the new paving section can be placed directly on the firm, undisturbed sandstone. Installation procedures for the grounding grid may disturb the sandstone. Any disturbed material should be removed to allow placement of the slabs and paving section on undisturbed material. A representative ·of our firm should observe the exposed subgrade prior to placement of base course or concrete to confirm that suitable, undisturbed materials are present The governmental agencies having jurisdiction over the project should be notified prior to commencement of grading so that the necessary grading permits can be obtained and arrangements can be made for requited inspection(s). The contractor should be familiar with the inspection requirements of the reviewing agencies. To provide support for paving, the subgrade soils should be prepared as recommended in the section on earthwork. Compaction of the subgrade, including trench backfills, to at least 90%, and achieving a firl)l, hard, and unyielding surface will be important for paving support. The preparation of the paving area subgrade should be done immediately prior to placement of the base course. Proper drainage of the paved areas should be provided since this will reduce moisture infiltration into the subgrade and increase the life of the paving. Paving Design The paving thicknesses are based on our observations of the on-site soil conditions. An R-value of 40 for the firm silty sandstone or on-site materials used as backfill was assumed for design. The R-value should be confirmed during grading. The required paving and base thicknesses will depend on the expected wheel loads and volume of traffic· (Traffic Index or TI). Assuming that the paving subgrade will consist of the on-site or 10 I I I I I I I I I I I I I I I I I I Sprint PCS.-San Diego Switch Center, Geotechnical Exploration LAW Project 50700-9-1188.04.800 August 24, 1999 also provides for the procedure whereby the client can be advised of unexpected or changed conditions that would require modifications of our original recommendations. In addition, the presence of our representative at the site provides the client with an independent professional opinion regarding the geotechnically related construction procedures. If another finn is retained for the geotechnical observation services, our professional responsibility and liability would be limited to the extent that we would not be the geotechnical engineer of record. 12 I 11 I 1· I I I .I I' I I I I· I I· ·I I I l> "ti "ti m z C >< ,I I ·I I I I I I I 1. I I I I I, I I, I ·1 APPENDIX EXPLORATIONS AND TESTS I I I I I I I I I I I I I· I I I I I I Sprint PCS.-San Diego Switch Center, Geotechnical Exploration LAW Project 50700~9-1188.04.800 EXPLORATIONS APPENDIX EXPLORA'i'iONS AND TESTS August 24, 1999 The soil conditions beneath the site were explored by drilling six borings at the locations shown in Figure 1. The existing floor slab was cored in two locations to provide drilling access. The borings were drilled to depths of 5 to 21 feet below the existing .grade using truck-mounted, Iimited- access, hollow-stem-augC;lr drilling equipment. The soils encountered were logged by a geologist, and relatively undisturbed and bulk samples were obtained for laboratory inspection and testing. The relatively undisturbed samples were obtained with a modified California sampler in general accordance with ASTM Designation D3550- 84. The logs of the borings are presented in Figures A-1.1 through A-1.6; the depths at which rel~tively undisturbed samples were obtained are indicated to the left of the boring logs. The number of blows required to drive the modified California sampler 12 inches are indicated on the logs. The soils are classified in the accordance with the Unified Soil Classification System described in Figure A-2. LABO RA TORY TESTS 'Laboratory tests were .performed on selected samples obtained from the borings to aid in the classification of the soils and to determine tlwir engineering properties. The field moisture· content and dry density of the soils encountered were determined by performing tests on the undisturbed samples. The results of the tests are presented to the left of the boring logs. A-1 I I I I I I I I I I I I I I I I I I I Sprint PCS-San Diego Switch Center, Geotechnical Exploration LAW Project 50700-9-1188.04.800 August 24, 1999 Direct shear tests were performed on selected undisturbed samples to determine the strength of the soils. The tests were perforn:ied at field moisture content and after soaking to near-saturated moisture content and at surch~rge pressures equal to the weight of the existing overburden. The yield-point values determined from the direct shear tests are presented in Figure A-3, Direct Shear Test Data. R,ESISTIVITY TEST Wenner 4-pin resistivity tests were conducted to the north, south, and west of the existing building to evaluate soil resistivity. No testing was conducted east of the building as this area is paved for parking. We understand that the resistivity values will be used for design of switch center grounding elements. Tests were performed at an "a"-spacing of 5, 10, 20, 30, and 40 feet. Results are presented in Figures A~4.I, Test Report, and A-4.2, Resistivity Data. A-2 1· I I I I I I I I I I 0 :..:: :c u -ti Q) -ctJ 0 '6 .!: Q) -ctJ -0 Q) .c: --ctJ -0 C: .; ctJ Q) c: E 0 ·-·--1ii -0 0 C: .2 ctJ . gi ~ -·t: .2 0 -.0 rl W -O o· 0 :E -: a:i I -, a: 0 I 'I- u. 0 Q) Q) .c: ~b i 1a -"' -C: ctJ 0 ~ ;g § § "' 0 ~ ~ §: .!:! ctJ ... C: -~ 0 .0 e ::::, Q) C/l• .c: -C: 0 I I I :: ~ 0 ·.;: .c: ctJ "' -C: "' C: 0 ·..; '6 C: Q) "' Q) -c.., e 0 Q) 0 .0 w ~ a I 'Sf" 0 ro ro I d, 6 0 r--0 I LO co 0 -, I I ~ .s .!:! -0 :5 Q) ·C/l -.0 C: ::, ~ "' :a ,Q ~ g>O -C: 1.!!l I-:: Q) -0 z W+-' a: 3: ::c . ::, I--: I-~ 0.. .... C/J "C w :t:. --C Oo ::E ~ 0 - 14.2 5 10.6 9.8 8.6 10 11..0 15 12.0 20 13.0 >-_ * +-I-. z-: -+-C/J-::, .t: z· Oen w::, c~ u 3: s::£ >-II) a: :9 o::?. .c-..J co 99 32 99 50/6" 96 50/6" 108 45, 50/4" 100 50/5" 103 50/6" 101 50/6" u 0 ..J· BORIN.G 1 w ..J 0.. ::E < C/J OATE DRILLED: _ August 18, 1999 EQUIPMENT USED: 8" -Diameter Hollow Stem Auger ELEVATION: Existing Grade 5" Concrete Slab -~" Aggregate Base (3/4" Gravel) -2 layers ,_p.!!3s,!!c.!!1~m2ra!!.e __________________ _ SANTIAGO FORMATION !Tsl ·SILTY SANDSTONE -fine-grained, moderately cemented, massive, mottled yellowish grey and light brown Grading to less fine!>, well cemented Light brciwn to light reddish brown --:r-~~ Light grey with iron staining BORING TERMINATED AT 21 '. -.... NOTE: Water not encountered. No caving. Boring backfilled and tamped. * Number of blows required to drive the modified California sampler 12 inches using a 140 pound hammer falling 30 inches. LOG OF BORING LAW/CRANDALL FIGURE A-1. 1 I I I I . ' I '0 Cl) ... n:, CJ 'c -~ Cl) .... n:, "O Cl) .c ... ... .. I O~ .5 ~ i' .2 -~ ; '0 I CJ C: .S! n:, a. CJ) (/) al C: C: .., ·;:: .5! _g N I w .2 .S!' ' 0 1:ilii Cl) .c ~b 1 1 ~ I:!:! 0 C: -g I I~ 0 0 (/) CJ ~ (I) C. ,CJ I g-'t C: ::i ' 0 (/) Cl) .g Q) ·en .c -C: ·O •I 1~ ::: ~ _g ·.;:: (/) !9 (/) C: C: (I) 0 ~ ~! 0 (I) CJ .c -I I 1· <( 0 (I) 0 ~ ... -~] ll ~ .::i ... (/) «i 0::: W+-' a: 3:: J: I--:-:::::>>-I-.... a.. ... en -o w~ --Cl Oo :E# -, 10.0 10.8 5 9.0 >-_ * I-. I-. z-:--... en-:::::>~ z· o en w::::, Cl~ u3:: 3:.2 >-] a:-o:9. c-...I al 105 36, 50/4" 100 82 108 85 u 0 BORIN'G.2 -,J w ...I a.. DATE DRILLED: August 18, 1999 :E < EQUIPMENT USED: 8" -Diameter Hollow Stem Auger en ELEVATION: Existing Grade a:;I':'~~~-1--P-.J :_A!P~lt_C~c.t!!t!!. -.§ "_f.Q9r~a,1e ~a!_e _ _ _ _ _ _ _ _ _ _ _ . ~-~-~ SANTIAGO FORMATION {Isl T · · · · SIL TY SANDSTONE -fine-grained, moderately cemented, massive, -:>~-~-~ mottled yellowish grey ~.;):* -·.·.;.; r/>.-;'>:;);.; •),,;),;),; Grading to less fines Greyish yellow BORING TERMINATED AT 6' . NOTE: Water not encountered. No caving. Boring backfilled and tamped. LOG OF BORING LAW /CRANDALL FIGURE A-1.2 I I I I I I I 0 ~ ::c u I 'C.. al ., I w 0 I al ., a: 0 I I I I- LL •I I w I-<( 0 I st 0 CXl CXl I .... .... di 6 0 ,-.. 0 I LO al 0 ., I I "C G) ... Ill (.l 'o .E G) ... Ill "C G) .c: ... ... Ill "C C: Vl Ill G) c: E .Q ·.;::; 'to -0 (.l C: 0 Ill ~ Vl C: C: ·c: .Q 0 ... .Q ~ (.l 0 :E :: (.l G) G) .c: g-b ~ 1a ... Vl ... C: Ill 0 >,:€ c:] 0 O, Vl (.l ~ ~ §:~ Ill .... C: ~ 0 .Q G) ::, ;; VJ .c: -C: 0 ;: ~ _g ·.:; Vl ~ Vl C: C: G) 0 gJ ·~ ._ 'o a. C: .~ 8 Q) .Q ~ 0 10 ... 't:] ::, ... 1l C: ::, ~ Vl ::a 0 ;: ~g G) Vl .c: ·-1-... G) ... 0 z I. W+-' a: ~ :z: I--;, ::> > I-... a. ..... (/) "C w~ --0 Co ~~ - 20.4 21.5 5 16.3 >-_ * I-I-. z-:-_..., (/)'+-: ::::> .t: z· Cui w::, 0~ u~ 3:.2 >-II) a:f! 08 o--l m 97 15 99 21 111 68 cJ 0 -l BORING 3 w -l a. ~ <( (/) DATE DRILL,ED: Aµgust 18, 1999 EQUIPMENT USED: 8" -Diameter Hollow Stem Auger ELEVATION: Existing Grade ~~ \] SM ,. ,; . =A---+-...3".f'~l?!lt_C~c~t!_·.§"_!\!lllr~a,1e~a~ __________ _ ARTIFICIAL FILL (afl SIL TY SAND -fine, mottled grey . I. ~i - •• •'X• ~~~-~--------------------------SANTIAGO FORMATION /Tsl -:~ •• •"ii'• SIL TY SANDSTONE -fine-grained, moderately cemented, iron stained, light reddish brown BORING TERMINATED AT 6'. NOTE: Water not encountered. No caving. Boring backfilled and tamped . LOG OF BORING LAW /CRANDALL FIGURE A-1.3 I I I I I I I I I I I . -ci Q) ... 111 CJ '5 .5 Q) ... 111 "O Q) .r. ... ... 111 '\ e ~ .,; :i:: 111 Q) u c: E .Q ·,.:::. ... "' "O CJ C: 0 111 a. ~ ~ ~ .§ .!2 0 ... .0 ~ W CJ 0 0 :E -: CJ Q) Q) .r. I g. 0 ~ ~: Ill 0 a: > :E ,Cl § § rn u -~ ~ I 8: ~ "' ... ·c: ::, . 0 .2 ~ ::, I I-i.: IJ.. c:· 0 s: ~ j ~ -~ I -_! 00 H " '5 ~ C: ... 0 Q) I tJ .0 W ~ 0 I-"' ..,.. <I: '§ 1l I I I I I o .2 E ::, ~ en rn ' "St 0 00 '00 ... 0) 6 0 I'-0 ,LC) llJ 0 ...., 0 s: Cl ... ..!2 g ~ .!!l r'-.:!:: Q) ... 0 z -w ... a: ~ :t 1--: ::>>, ....... a. ... en -o w:e --Cl Oo ::E~ ·- 13.7 12.4 5 12.5 12.9 10 14.8 15 15.4 .. ~--: . . .... _.., z-: en-::>.::: z· 0 7ii; w::, Cl~ u~ ::: ..2 >-] ~= 08 ..J OJ · 107 70 · 101$ 24, 50/5" 110 43, 50/5" 108 45, 50/4", 108 41', 50/4" 1 06 ·27 5014" .(.) 0 . ..J BORING 4 w ..J a. ::E <( en DATE DRILLED: August 18, 1999 EQUIPMENT USED: 8" -Diameter Hollow Stem Auger ELEVATION: Existing Grade 11111 .,J''.._A~h_!lt_f~C,!!!t~-~" _e.!l9r1:.9a,!_e ~a~ __________ _ ~ . ..w----+- i,; .)· .,~ • SANTIAGO FORMATION ITsl ! ~ ·J:f SIL TY SANDSTONE -fine-grained, moderately cemented, massive, bc~w greyish brown -~~ • •>:j•;. •. ~~~?­-~~ light grey Greyish yellow Mottled with iron staining No recovery -sampler bouncing on probable concretion (piece in sampler tip) BORING TERMINATED AT 19'. NOTE; Water not encountered. No caving. Boring backfilled and tamped. LOG OF BORING LAW /CRANDALL FIGURE A-1.4 I I I I I I I ,~ ..., I I 5 10 15 12.8 103 44 14.2 112 82 13.7 110 33, 50/5" · 14.2 112 85 u g .. BORING 5 w ..J, c.. ~ <( en DA TE DRILLED:. August i 8, 1999 EQUIPMENT USED: 8" -Diameter Hollow Stem Auger ELEVATION: E;xisting Grade ~--· -.... 0-.<:0ic ~: =~:~ . -x-~ ~- . r;-~ ~-~ ~ 6" Concrete Slab -~" Aggregate Base (3/4" Gravel) with '_pl!s'lli: me.!!lb.!.a~ ------------------- SANTIAGO FORMATION <Tsl SIL TY SANDSTONE -fine-grained, moderately cemented, massive, some iron staining, yellowish grey ~ +----1---+-----+---I><.· -X'~it, 15.0 111 85 ~9.0 109 30 50/5" 19.1 · 104 5016" .!-ight grey BORING TERMINATED AT 20'. NOTE: Water not encountered. No caving. Boring backfilled and tamped. LOG OF BORING LAW/CRANDALL FIGURE A-1.5 I I I I I I I I I I I I I I· 0 ~ ::i:: u a. al "") u.i ci ~1 a: 0 I f,: u. O') O') O') ...... -<;j- £::I CX) UJ I-<( 0 CX)' CX) I ~ 6 0 r,. 0 L!") I ~ "") I I ' "C G) ... Ill tJ '6 .E G) ... Ill "C G) .c ... ... Ill ·,o C: Ill C: ·O ·.:; Ill " tJ .!2 Cl .E 0 .0 tJ :;:: ·c:; Q) C. VI Q) .c ... ... ui G) E ·.;::: "C C: Ill VI C: 0 ·.;:; Ill tJ .!2 ai .c ... 0 .., Ill ·VI C: Ill 0 >-:-e C: "C 0 C: ' 0 VI tJ Q) G) ·'a tJ C. Ill Ill t:: C: :J VI 0 .0 Q) :J ai VI .c -C: 0 ~ G) > 0 ·.;::: .c Ill VI ... , VI C: Q) C: VI 0 Q) ·.;:; Q. '6 Q) C: .... 0 Q) tJ Q) .0 tJ 0 Ill ... -"C :i Q) Ill .., .0 C: :J ~ VI Ill -~ 0 Cl ... ..Q 0 C: Q) .!!! .c .1-~'. Q) ... 0 ·z :c I--:-c.. .... w:=. C 5 ->-. * I-w.,.; I--:-z-:-er. 3: _ .... en-::>.:: =>> z· bcii I-... w ~ CJ'J -0 c~ u 3: --~.!2 Oo >-II) :!E~ er. :e oB c-..J -aJ 13.9 111 32,50/5" 12.5 110 45 50/3" ~ u 0 ..J BORING 6 w ..J' c.. ':!E <( CJ'J DATE DRILLED: August 18, 1999 EQUIPMENT USED: 8" -Diameter Hollow Stem Auger ELEVATION: Existing Grade M.o"<~·l!Wl1--+-,3".:..A~'ll!lt_C~cr,.et!,-..§".l"fJ1!r2ila.1e~a~ ___________ . ~i:i SANTIAGO FORMATION (Isl ~}.t~ SIL TY SANDSTONE -fine-grained, moderately cemented, massive, --~ · ~ · yellowish grey • t,;>~'.')c". t:~~?-' !.~~":,: ·'l:~.-;'ll· . -~ Moderately to well cemented, iron stained BORING TERMINATED AT 5'. N.OTE: Water not encountered. No caving. Boring backfilled and tamped . LOG OF BORING LAW /CRANDALL FIGURE A-1.6 I I I I I I I I I I I I I 1: I I I I COARSE GRAINED SOILS (Mor:e than 50% of material ls LARGER than theNo.200 sieve size) FINE GRAINED SOILS (More than 50% ·of material is SMALLER than the No.200 sieve size) MAJOR DIVISIONS GRAVELS (More than 50% of coarse fraction is LARGER than the No.4 sieve size) SANDS (More than 50% of coarse fraction i~ SMALLER than the No.4 sieve size) CLEAN GRAVELS .(Little or no fines) GRAVELS WITH FINES (Appreciable amount.of hnes) CLEAN SANDS (Little or .no iines) SANDS WITH FINES (Appreciable amount 9ffines) SILTS AND CLAYS (Liquid. limit LESS than 50) SIL TS AND CLA VS (Liquid limit GREATER than 50) HIGHL V ORGANIC SOILS GROUP SYMBOLS ·····1 ...... .·:.·:.·.1 ~ ~-;-:-:-:· ····· ...... GC SW • ·:.·:.·. SP ····· ...... SM ML ~ CL OL MH ~ CH m ~ OH TYPICAL NAMES well graded gravels, gravel-sand mixtures. little or no tines Poorly graded gravels or gravel-sand mixtures, little or no fines Silty gravels, gravel-sand-silt mixtures Clayey gravels, gravel-sand-Clay mixtures Well graded sands, gravelly sands, IinIe or no fines Poorly graded sands or gravelly sands, little or no fines Silty sands. sand-silt mixtures Clayey sands, sand-clay mixtures Inorganic silts.and very line sands, rock flour, silty or Clayey fine sands or clayey silts with slight plasticity Inorganic Clays of low to medium plasticity. gravelly clays. sandy clays, silty clays, lean clays Organic silts and organic silty clays ot low plaslicity Inorganic silts, mIcaceous or diatomaceous fine sandy or silty soils, elastic silts Inorganic clays of high plasticity, fat Clays Organic clays of medium to high plasticity, organic silts Peat and other highly organic soils BOUNDARY CLASSIFICATIONS· Soils possessing characteristics ot two groups are designated by combInatIons of group symbols. p A R T C L E s z E L M T s SAND GRAVEL SILT OR CLAY COBBLES BOULDERS Fine Medium Coarse Fine Coarse No, 200 No.40 No.10 No.4 3/4 in. 3 In. (12 in.) u. S. STA NDARD SIEVE SIZE UNIFIED SOIL CLASSIFICATION SYSTEM REFERENCE: The Unified Soil Classit1cat1on System, Corps of Engineers, U.S. Army TechnicaLMemorandum No. 3-357, Vol. 1. March, 1953. (Revised Al)ril, 1960). LAW/CRANDALL A FIGURE A-2 I I I I I • I w 0 I . co -., . I ~ I en Ii w ~ I : q CX) CX) I ~ . en I 0 0 t-- 1 ~- ·CO 0 I I I I -., 0 0 LL e ca :::s tr (/) 1000 t 2000 g. ti, "CJ C :::s 0 D. .5 ~ 3000 ::, (/) (/) w 0:: .D. w (!) ~ 4000 ::c ~ ::, (/) ·5000 6000 SHEAR STRENGTH in Pounds per Square Foot 1000 2000 3000 · 4000 5000 6000 4@4e • 1@3 es@2 BORING NUMBER & / SAMPLE DEPTH (FT.) .. I 1@3 e 4@4 · •.s@2 4@4. 1@3e e 5@2 .. KEY: • Samples tested at increased moisture content L--Natural soils DIRECT ~HEAR TEST DATA LAW/CRANDALL • FIGURE A-3 ~ I ., '-' I I I I I I I I I I I I I I I I I I SPRINT PCS February 4, 1999 3.0 TEST REPORT Site Name: ______ _::C:=..:.~~,......:/:...:s::_:.b_•....:,J=-._-__ S-._~_-__ J_,_, e..,:y.,,_0 ___ _ Site Address: 2./ Io '-• :s />..I~"' s /),..;~c , c .... I sb• cl I eA 7 > Give a two to three sentence description of the soil as seen at the site: _______ _ Soil Condition: Q Wet ~Damp G) Dry Choose one and only one of the following descriptions that best describe the earth conditions: 0 Good clay earth )(Sandy soil Q Solid rock O High-Rise site ff high rise site was checked, verify the location of the main water line entering the building and give the following information .. Cl The line was located and verified as copper and is __ inches in circumference. Cl The ··line was located and verified as iron and is inches in circumference. --- 0 I was unable to ·1ocate the water main and recommend further engineering study for the ·grounding of this site. Provide the following infonnation: Date of resistivity test: ______ Y."""1'_/~f_/;.__1----"1_· __________ _ Weather for the seven days preceding the test: . c.-/ e., ,-1. f'" "'"'" ~ ,I,.)< · (The last three days must have been clear and sunny. Model number of test instrument: Mo of.,. / '2.. 7 'fo M M 1 ~ r/ 1 M Ito -------------'----;.__,;_ ____ _ Serial number of test instrµment: __ ....;2;..·_5". .... C=----------------- Date of last calibration: Y// r/11 ..-----.-----~....,;..__,, _____________ _ SSEO 3.018.10.001 (formerly 96103-Release l) Proprietary and Confidential Page3 I ~ I I I ·1 I I I I I I I ·1 I I I I I I SPRINT PCS RESISTIVITY DATA llrt.11 .iJ c, c:.. • "!;o :--:' T-o..--rt. s.r1~ '2. -E-.s-f 5:Je. 3 -s."'-rL. f:Je 'f--We.51' s-:Je A= .. ·5 (FT) FORMULA D= 957.S*R · (OHM-CM) AREA 1 MEASUREDR · /. II AREA 1 CALC D /061.f- AREA 2 /la v-eJ MEASUREDR AREA 2· CALC D AREA 3 MEASUREDR '2. 0 .. AREA 3 CALC D I'll-> AREA 4 -MEASU:REDR /. '+ 3 AREA 4 CALC D /~( 8' AREA 5 MEASUREDR AREA 5 CALC D SSEO 3.018.10.001 (formerly 96103-Release 2) February 4, 1999 SITE .& -. ,-/.s 1,-J'- DATE t:/11/r 1 SIGNATURE . f5 ~-z.--=::=:::::. !: -10 2'0 30 40 1915R 3830*R 5745*R 7660*R o.S3 o. '3'{ -o. 3 l foe>_ S I~~, zSS-3 /9., "e: J . ,:_ . -- /. 0 o. ( 3 -c>.S'""l {'I ,s-2'3'1'f -'fo3"2.. tJ. 8:3 O.'fE" -- I S-'f ( I f 2..'-1--- : ,-. : ~· Proprietary and Confidential Page4 FI c. // P F. A -'I-. 2 ., , COMPANY: INTERFACE ENGINEERING C o n s u I t In g En g In e e r·s Carrillo Architectural Group Project Memorandum · · 6542 SE Lake Road Milwaukie, OR 97222 503.659.6394 OFFICE 503.659.9029 FAX DATE: November 22, 1999 ATTENTION: Brian.Bell ADDRESS: FROM: 1321 Howe Ave., Suite 202 Sacramento, CA 95825 Marcus Kingdon P .E. SUBJECT/PROJECT: Sprint PCS -San Diego PROJECT NUMBER: 99-470 Responses to Plans Review Backcheck Comments dated November I 0, 1999. Plumbinj; Item 20: Item 21: Item 22: Item 23: Mechanical Item 24: Item 25: Provide complete water line sizing calculations. Domestic water calculations based on Tables 6-4 and 6-5 of the 1997 UPC have been added to sheet P500. Provide site plumbing plans. ·water n:ieter and exterior water service are existing. We have added them to PIO I based on the. original site plan, as a reference for pipe sizing calculations. Provide/correct water heater bracing. Detail for.water heater seisi:nic bracing has been revised per UPC Section 510.5. Show the required backflow protection for the fire sprinkler system. The fire protection is a design/build system by the fire protection contractor, and therefore is not included in the plumbing drawings. Return air shall not be taken from a corridor, per UMC 404.1.8. All return air has been deleted from the rated corridors, and supply/return airflows have been adjusted accordingly. The two return air grilles originally included in the corridor design have been deleted. The three ceiling diffusers supplying the corridor are shown with combination fire/smoke dampers, which are additionally called for by an added Sheet Note 13. Provide mechanical ventilation per UBC 1202.2 .. 1. to HVAC Room I 15. Outside air is provided to each space at 15 cfm per occupant (see calculations on MECH-3). CRU-1 through 7 are located in a room that.acts as a return air plenum. There are ·no ducts attaching to their return air inlet openings. Outside ventilation air is instead injected into this room/plenum using fan RSF-1 . The room has been c:onstructed with this rating requirern~nt in mind. The computer rooni uriits in this space are designed for this type of application. All communication wiring in this space is rated plenum cabling. DISTRIBUTION: file S:\99470\COMM\M I 122PM.WPD Item 26: Item 28: Energy Code Show required dami;:iers at rated corridor i;:ienetrations. The rated corridors are of a "tunnel" type construction, using rated lids as ceilings (see wall types, architectural sheet Al 0 I). Each supply air duct penetration through this lid is protected using a fire/smoke damper. All other·ductwork shown occurs · above this lid. See added Sheet Note-13. Detail exhaust system comi;:iliance·with UMC Chai;:iters 5 and 6. B) Detail exhaust outlet clearances .. Provide data on "gel-cell type batteries." Wording has been added to the Exhaust Fan's Sheet Note 2 specifically stating to maintain minimum I 0'-011 clearance from ventilation inlets. The battery's characteristics and hazard classifications are being provided separately. q Show exhaust duct gauge and materials. Exhaust duct materials have been added to drawing MIO I via Sheet Note 4. Item 29: Climate zone information has been updated. ENV-1 and MECH-I are each on sheet M600. Item 30: Automatic shut-off controls are not provided as this building will have a 24-hour operation. Occupancy sensors have been added in _restrooms, janitor rooms, lunchroom and small offices. L TG-1 , Part 2 of 2 is shown on Sheet EO00. Item 3 I : An additional control switch has been added in all areas with daylight to control luminaires separately within the daylight zones. Item 33: MECH-I floor area has been corrected. Item 34: LTG-1 form has been signed. . Item 35: The Principal Envelope Designer has signed this form. DISTRIBUTION: fil.e S:\99470\COMM\M I I 22PM.WPD Page 2 '::-) ,,,-- ENVELOPE COMPONENT METHOD ENV-2 PROJECT NAME -, >Pfl1Jt-511N /),ee,o DATE WINDOW AREA CALCULATION SKYLIGHT AREA CALCULATION GROSS WALL fi,1u D!SPLA Y PER!-tt ~TRIUM HEIGHT I I FT AREA (GWA) METER(DP) -- GWAx0.40 3, "Z-51'-DPx6 }?G • • I IF~55 FT IF> 55fl ~ ~ I r GREATER OF ~ t C:1 I I I 0.10 IX I = If the PROPOSED WINDOW AREA is I "),-Z..'S'D I MAX. ALLOWABLE ... I 0.05 IX I I= I I greater than the ,, .. WINDOW AREA MAXIMUM •• GROSS ROOF AREA ALLOWED AREA ALLOWABLE i WINDOW AREA, go I '797., I PROPOSED If the ACTUAL SKYLIGHT AREA is greater to another method. WINDOW AREA than the ALLOWED SKYLIGHT AREA, go to I I another method. ACTUAL SKY. AREA OPAC2UE SURFACES .. ASSEMBLY U-VALUE* TABLE ASSEMBLY NAME TYPE HEAT INSULATION R-VALUE* VALUES? MAXIMUM (eg. Wall-1, Floor-1) (eg. Roof, Wall, CAPACITY PROPOSED MINIMUM PROPOSED ALLOWED Floor) ALLOWED y N l.v~L WAr¾-/,:;.-z_ ti-II ,e -/ I D D "-"4f' ~OF ff-o /<.-19 fl..-// D D D D D D D D '* For each assembly type meet the minimum insulation R-value or the maximum assembly U-value . . WINDOWS PROPOSED' RSHG WINDOW NAME ORIENTATION U-VALUE #OF PROP. ALLOWED {e.a., Window-1, Window•2) NI EI s I W PROP. ALLOW. PANES SHGC H V HN OHF RSHG RSHG C. W~-I 'Q D l:j fS1 0_-60 /-7., "} -z. 0-60 -------0·6(). 0,67.. Gil tr)5 -r ~ D DD 6-60 , -~} z.. 0,60 --.,__ -0-{o o.g 7 D D DD D D ·D D · SKYLIGHTS SKYLIGHT NAME GLAZING #OF U-VALUE SOLAR HEAT GAIN COEFFICIENT (e.o., Skv-1, Skv-2) TRANSLUCENT I TRANSPARENT PANES PROPOSED ALLOWED PROPOSED ALLOWED D D D D D D D. D Nonresidential Compliance Form November 1998 -. MECHANICAL EQUIPMENT SUMMARY (Part 1 of 2) MECH-2 PROJECT NAME• f>I e ~ iJ I DATE It -7-,,7., -9 9 jfl),t,11v1-r 1-1-r CHILLER AND TOWER SUMMARY ../ PUMPS Equipment Total Motor Drive Pump Name Equipment Type atv. Efficiency Tons Qty. GPM BHP Eff. Eff. Control ---- DHW / BOILER SUMMARY .. I Energy Factor Standby TANKINSUL Rated Vol. or Recovery Loss or External System Name System Type Distribution Type Qty. Input (Gals.) Efficiencv Pilot R-Val i I CENTRAL SYSTEM RATINGS HEATING COOLING Aux. Economizer System Name System Type Qtv. Output kW Efficiency Output Sensible Efficiency Type CENTRAL FAN SUMMARY SUPPLY FAN RETURN FAN Motor CFM BHP Motor Drive CFM BHP Motor Drive System Name Fan Type . Location Eff. Eff. Eff. Eff. /.J~-( .. cv·. ! ./tv lr/n 7.,_c;on. o.5b o.s, 0,'17 -er- Hf--i_ cv / ,..i A1r1 c, Ii ()'T> D·8o fl.~ cJ. 1-1 ..ff t./ /)-..,, rv l.r Am -i,<;l) u o.'l;;T) o. 81 o. ?7 .e} /-11'-' lf CV f"' /rln I, 60 D {)-"'lo 0·37 0-91 --& HP-r:; Cv ftv A lf'l '-{, oo 0 0-8iJ o-87 0-97 -fj Hf-I:. CV IN I(!/< '-f I 006 rJ. 8 C (j-9r1 D-r; -Er Nonresidential Compliance Form November 1998 MECHANICAL EQUIPMENT SUMMARY (Part 2 of 2) MECH-2 PROJECT NAME DATE .S /'n,,1tv t -5A,J /)I~ 0 /l-?..-7 --99 VAVSUMMARY VAV FAN BASEBOARD System Min. CFM Reheat? Flow Motor Drive Zone Name Type Qty. Ratio Type aT Ratio CFM BHP Eff. Eff. Type Output ---- .. .. EXHAUST FAN SUMMARY EXHAUST FAN EXHAUST FAN Motor· Orive Motor Drive Room Name Qtv. CFM BHP Eff. Eff. Room Name Qtv. CFM BHP Eff. Eff. ll es r ~0/"'1 ~ ( 97r l<J1JF· Krt, I ~D. /34 ~, I (l/ !JD - Nonresidential Compliance Form November 1998 . \ !MECHANICAL VENTILATION MECH-3 PROJECT NAME I DATE 5 P fl trlT -S4,J v, C::-Q O 9-7.,7,.. y9 MECHANICAL VENTILATION - [O QJ AREA BASIS OCCUPANCY BASIS REQ'D. DESIGN COND CFM MIN: NO, CFM MIN. O.A. OUTDOOR TRANSFER ZONE/ AREA PER CFM OF PER CFM (MAX.OFD AIR VAV AIR SYSTEM (SF) SF (BXC) PEOPLE PERSON (EX Fl ORGl CFM MIN.CFM CFM #fr( /4~ 0-lt z,,~ I b It; 'Lfo 7,61) ;do r/ P-t. JO<,:) rJ.1) '19) 1, t:, ,,:; ·;7~ l/ <;?> I I l.f oo rl /J-) I 11--S" o.,<; 16 'J /'7° I c; z,2,,s-"2---~ }oo I/ 14-'I I O'>O OJ§ 10 1-i ,.c; ·; f; 0 I~ o 7.... lf D Hf-,;· 710 o. ft; /Or (!) ,~ II o I I 0 ljoO If f-{, /}8-o n. I~ 7»1 0 ,c; 7--/ D 7.,,/ 0 <-7 7 (q_tJ_, ( .... 7 'S:6{0 o.r5 t}~O 1..-''=f 50 6t;V 8s1J . Totals (For MECH-4) .1 ...... -~ .____~I .____I _ ~~ Minimum ventilation rate per Section§ 121, Table 1-F. Based on expected number of occupants or at least 50% of Chapter 1 O 1997 UBC occupant density Must be greater than or equal to H, or use Transfer Air. Design outdoor air includes ventilation from supply air system & exhaust fans which Operate at design conditions. " IR] Must be greater than or equal to (H -I), and, for VAV, greater than or equal to (H -J). Nonresidential Compliance Form November 1998 ~--; ENVELOPE COMPONENT METHOD ENV-2 PROJECT NAME , _ · >Pfl1,J,-5AN D,et-,o DATE WINDOW AREA CALCULATION SKYLIGHT AREA CALCULATION GROSS WALL ~,IU DISPLAY PERI-(t ATRIUM HEIGHT I I FT AREA (GWA) METER(DP) - GWAx0.40 ), --Z,51) DPx6 >'1 b • • I IF-==..55 FT IF>55 FT , --... ~ I ... GREATER OF ~ t ~I I I 0.10 IX I == I If the PROPOSED WINDOW AREA is I 7,-Z..S'D I MAX. ALLOWABLE ... I 0.05 IX I I == I -I greater than the ... WINDOW AREA MAXIMUM •• GROSS ROOF AREA ALLOWED AREA ALLOWABLE i WINDOW AREA, go I 797..,. I PROPOSED If the ACTUAL SKYLIGHT AREA is· greater to another method. WINDOW.AREA than the ALLOWED SKYLIGHT AREA, go to 1-I . another method. ACTUAL SKY. AREA OPAQUE SURFACES ASSEMBLY U-VALUE* TABLE ASSEMBLY NAME TYPE HEAT INSULATION R-VALUE* VALUES? MAXIMUM (eg: Wall-1, Floor-1) (eg. Roof, Wall, CAPACITY PROPOSED MINIMUM PROPOSED ALLOWED Floor) ALLOWED y N V~L W"I'¾-lr--z-il-11 /2..-11 D D . ~6f-" flAo f-<t-o (<..-19 I<-// D D D D D D D D .. * For each assembly type, meet the minimum insulation R-value or the maximum assembly U-value. WINDOWS PROPOSED RSHG WINDOW NAME ORIENTATION U-VALUE #OF -PROP. ALLOWED Ce.a., Window-1, Window-2) NIE IS I W · PROP. ALLOW. PANES SHGC H V HN OHF RSHG RSHG C.W(-I -a D l:j ESJ 0-60 /-7.,"} 7-0-60 .-----0'6() 0, t c.. &,L~S-f ~ D DD {J-60 f -c.,} z_ 0-60 ----o-to 0 -9 Z D D DD D D DD SKYLIGHTS SKYLIGHT NAME GLAZING #OF U-VALUE SOLAR HEAT GAIN COEFFICIENT Ce.a., Skv-1, Skv-2) TRANSLUCENT I TRANSPARENT PANES PROPOSED ALLOWED PROPOSED ALLOWED D D D D D D D D Nonresidential Compliance Form November 1998 MECHANICAL EQUIPMENT SUMMARY (Part 1 of 2) MECH-2 PROJECT NAME P1 e <Ei.cJ I DATE /l-1.--1--99 ,$f)fl,1tv'1-f ,4;-J CHILLER AND TOWER SUMMARY ../ PUMPS Equipment ·Total Motor Drive Pump Name Equipment Type atv. Efficiency Tons Qty. GPM BHP Eff. Eff. Control ---- DHW / BOILER SUMMARY Energy Factor Standby TANKINSUL. Rated Vol. or Recovery Loss or External System Name System Type Distribution. Type Qtv. Input (Gals.) Efficiency Pilot R-Val i I CENTRAL. SYSTEM RA TINGS HEATING COOLING Aux. Eco·nomizer System Name System Type Qty. Output kW Efficiency Output Sensible Efficiency Type CENTRAL FAN SUMMARY SUPPLY FAN RETURN FAN Motor CFM BHP Motor Drive CFM BHP Motor Drive System Name Fan Type Localion Eff. Eff. Eff. Eff. /.{ /0-( .. <.v·,, ./Jv lrtn 7.--,c;o V o-.5b o.s-:1 () < '11 -e-- Hl'~-i.. cv I Al Kif? c, J()1) o-~o 0-~ cJ. 9-1 ..ff ti()--,, (t/ /Ar Am : -i,c:;ou D-~ o. fJ; 0.?1 -e) J..f ,_, '-I CV Irv kin /, 60 D ()-7..-o o-?n 0-97 ,,,tJ HP-r:; Cv Ir./ A lf'l . l-1, 00 0 0-80 o-87 0-97 -& Hf-t, CV ,,J ,'(If< '-f I 006_ . r>-8 C (j-91-, D-97 ...e-- Nonresidential Compliance Form November 1998 MECHANICAL EQUIPMENT SUMMARY {Part 2 of 2) MECH-2 PROJECT NAME DATE ) f r?.,f/'11 T -5Ar-J. /)I~ 0 /l-?...-7. -99 VAVSUMMARY VAV FAN BASEBOARD Zone Name System Min.CFM Reheat? Flow Motor Drive Type -Qty. Ratio Type AT Ratio CFM BHP Eff. Eff. Type Output ---- .. .. ' : -- I EXHAUST FAN SUMMARY · EXHAUST FAN EXHAUST FAN Motor Drive Motor Drive Room Name Qty.· CFM BHP Eff. Eff. Room Name Qty, CFM BHP Eff. Eff. /l ~ nec(J/"1 ~ ( 9-;r; C<J-,.IF · K~ I ~D /JA~r I (1/IJD Nonresidential Compliance Form November 1998 . ' MECHANICAL VENTILATION MECH-3 PROJECT NAME I DATE 5 /J R.vJT ..... >4J f) I(;-(:, () 9-7-,7.--y9 MECHANICAL VENTILATION [O QJ AREA BASIS OCCUPANCY BASIS REQ'D. DESIGN COND CFM MIN. NO. CFM MIN. O.A. OUTDOOR TRANSFER ZONE/ AREA PER CFM OF PER CFM (MAX.CFO AIR VAV AIR SYSTEM (SF) SF (BXC) PEOPLE PERSON (EX F) ORGl CFM MIN.CFM CFM /.(tr ( 14 c;t; f>-1~ z,., ~ I b It;" 7._,,,y (J 7.6 0 760 r/ P-7.. JO<]:) d.lf '1"i0 l(~ I~ }7~ l/ 'i1> I I lf oo t(/J-3 , 1-v; o.,< 16 '1 ,~ I c; z,,2,--, "'2---~ 7t) o I/ JA-'I /0>0 OJ<i ,c;-r; 1--i I c:; ISO I~ o 7...--lf fl H/J-t; 710 o. (~ Jo, (:) Ir:;-"0 ,, 0 l./00 !If-{, l>tfD n. f~ 7»1 0 ,c; 1..,/0 &/0 7.77 (l'l.v., { ... 7 'S:6'0 o.r5 f)~O 1,... I ff 30 aw 851) Totals (For MECH-4) ~~ Minimum ventilation rate per Section§ 121, Table 1-F. Based on expected number of occupants or at least 50% of Chapter 10 1997 UBC occupant density Must be greater than or equal to H, or use Transfer Air. Design outdoor air includes ventilation from supply air.system & exhaust fans which Operate at design conditions. . · [R] Must be greater than or equal to (H -I), and, for VAV, greater tha_n or equal to (H -J). Nonresidential Compliance Form November 1998 It., ENVELOPE COMPONENT METHOD ENV-2 PROJECT NAME ,P~wT-fAN 'bt6 6 0 _ DATE WINDOW AREA CALCULATION SKYLIGHT AREA CALCULATION .GROSS WALL 8.12, DISPLAY PERI-,, ATRIUM HEIGHT I I FT AREA {GWA) METER(DPl - GWAx0.40 1-Z,fO DPx6 )'l l, t t I IF.::_55 FT IF> 55 FT ~ ~ I .. GREATER OF -..., t C.: I 0.10 IX I I= I I If the PROPOSED WINDOW AREA is I 1:z..>1) -I MAX. ALLOWABLE ~ I IX I I= I I greater than the .. 0.05 . WINDOWAREA MAXIMUM. t GROSS ROOF AREA ALLOWED AREA ALLOWABLE i WINDOW AREA, go I , "791_ I PROPOSED to another method. WINDOW AREA If the ACTUAL SKYLIGHT AREA is greater than the ALLOWED SKYLIGHT AREA, go to I I-another method. ACTUAL SKY. AREA OPAQUE SURFACES ASSEMBLY U-VALUE* TABLE ASSEMBLY NAME . TYPE HEAT. INSULATION 'R-VALUE* VALUES? MAXIMUM ~ (eg. Wall-1, Floor-1) (eg. Roof, Wall, CAPACITY . PROPOS!=D MINIMUM PROPOSED ALLOWE' .,, Floor) ALLOWED y N t. P..-11 R.-1 ( DD " w-Al,,L t.v,tt,l /9. "Z.. "' f, ruoF ruor-'-(_ 0 R-19 f}._ -19 D D 'II D D ~ ,, -D D ~ D D "' * For each assembly tvoe, meei the 'minimum insulation R-value or the maximum assembly U-value. WINDOWS PROPOSED RSHG WINDOW NAME ORIENTATION U-VALUE. #.OF PROP. ALLOWED_ (e.Q. Window-1, Window-2) NIE IS IW PROP. ALLOW: PANES SHGC. H V HN OHF RSHG RSHG CtA'SS , I EI o~-~ 0,(0 ' /, 1.. ') -z.. ()-',/) ----~ .. 57) O, 97- D D DD , ,D D DD 'D D DD SKYLIGHTS SKYLIGHT NAME GLAZING #OF U-VALUE SOLAR HEAT GAIN COEFFICIENT (e.a., Skv-1., Skv-2l TRANSLUCENT f TRANSPARENT PANES · PROPOSED ALLOWED PROPOSED ALLOWED D D D q D D : r •.-,;~ D 0 Nonresidential, Compliance Fotm November 1998 PROPOSED MASONRY WALL ASSEMBLY . PROJECT NAME 9'~ltl/T-.1A//PteG,o COMPONENT DESCRIPTION w 0 Cl) I-:-::> 0 ' .. l) \. • 16 . 1--------.J I'- ' l, O• SKEICH OF ASSEMBLY I WALL R-VALUE and.HEAT CAPACITY w 0 Cl) .z . ASSEMBLY NAME DESCRIPTION OF ASSEMBLY WALL UNIT THICKNESS I ~ . ,. I NOMINAL INCHES ENV-3 I DATE u,v~ e-rc -r1 '-1-0>0 V11. l w/ 'Z-K"lf J'1e--r;n. /"'Va./J.--( IJ~ t,-4' fl.,,1, it?--rr 1/1/J f.lLA fic1/J, - MATERIAL TYPE I c.-,.n,Jt.e---r<3-I cLw cMu,Mw cMu. Nw cMu. cLAY uN1T. cLAY BRICK. coNcRETE.> CORE TREATMENT I fol-IO I (SOLID, GROUTED, EMPTY, INSULATED, NA) WALL R-VALUE I /. '1 I. Rw (FROM TABLE 13-4 or B-5) WALL HEAT CAPACITY I I 9 • 'l. 0 I HC (FROM TABLE B-4 or 8-5) lfURRING/INSULATiON LAYER (INSIDE an_d/or OUTSIDE IF ANY) FuRruN~ FRAMING MATERIAL 1 · . t1 e-rµ . I cwooo, METAL, NONE> FURRINGFRAMINGSIZEI .... __ 1..-__,.X--_'1 _____ . _ __.I NOMINAL INCHES > .-( 1'"2. I ACTUAL INCHES ----------- FURRINGSPAC,E INS~LATION I ll -1 ( tJA--r[ .. I TYPE EXTERIOR INSULATING AREA ·1._ ______ __.f TYPE 11.. -l ( IR-VALUE ------- R-VALUE INSULATION LAYER FURRING ASSEMBLY EFFECTIVE R-VAt.UE EXTERIOR INSULATING LAYER R-VALUE R-VALUE I I I I { · I <-f O I + I I = I / { · I~ 0 !Rf (FROM TABLE B-7) '------,-F-RO_M_MAN~-,-u=FA_C __ T..,U,...R=ER..,.) ___ _ I WALL ASSEMBLY R-VAtUE and ·u-VALUE I INSULATION LAYER R-VALUE ..._____,,;,,r_r · _, vt_o __ ..... l+ I Rf Nonresidential Cotnpliance, Fonn WALLR-VALUE WALLASSEMBLYR-VALUE WALLASSEMBLYU-VALUE 1.'f ·l=I n ... ',110 1-+I o-oSo Rw Rt 1/Rt November 1998 MECHANICAL EQ,UIPM_E,~T SUMMARY (Part 1 of 2) MECH-21 PROJECT NAME {l~rtvT' f ,t-t/ Pr e 6 o I DATE e, i7 ,:;1 I CHILLER AND TOWER SUMMARY PUMPS Equipment · Total Motor Drive Pump Name Eauioment Tvoe Qtv. Efficiency Tons Otv. GPM BHP Eff. Eff. Control - .. - DHW / BOILER SUMMARY Energy Factor Standby TANKINSUL. Rated Vol. or Recovery Loss or External Svstem Name System Type . . Distribution Type Qty. Input (Gals.) Efficiency Pilot R-Val CENTRAL SYSTEM RA TINGS .. . HEATING COOLING Aux. Economizer Svstem Name SvstemTvoe Qtv. Output. kW Efficiency . Output Sensible Efficiency Tvoe }{/J-I I -j 1(,e'11-f /(/,*If' i. f./tJ,.Y()o 17.-:> J.o'c.c,, ..., 'j,0/) 0 ~Jl~o g.7fc'A A-t/1.. .. 111'---z.. ff t:A, /V/111' 1 ,-,, (/)() <1·.> . ').OC4~ 97.,(k)O · '1, I 00 6-1 'GFII ,11/l Jif. lf . llfll11'Vr'I I 7.) $1){) t~ ( •. gKYF ~ ?, 100 ?t,?OO /0.5' fet'J" A1Y{ ff,._? I ~ H~7 /V,.-1/J -~ t7, 100 18. o '·" C.41'-' · /'}O, O~I> 9~rMO <?-6/f/;I< m,e .. . . . CENTRAL FAN SUMMARY ., SUPPLY FAN RETURN FAN Motor CFM BHP Motor Drive CFM BHP Motor Drive . System Name .FanTvoe Location !:ff. Eff. Eff. Eff. .. , . . Nonresidential Compliance Fonn November 1998 ! \:. MECHANICAL EQUIP~~NT SUMMARY (Part 2 of 2) MECH-2 PROJECT NAME DATE . . · VAV SUMMARY VAV FAN BASEBOARD System Min.CFM ·Reheat? Flow Motor Drive Zone Name Type Qty. Ratio Type .1.T Ratio CFM BHP Eff. Eff. Type Output . . .. \ EXHAUST FAN SUMMARY I EXHAUST FAN EXHAUST FAN .. Motor Drive Motor Drive Room Name Qty, CFM BHP Eff. Eff. . Room Name Qty. CFM BHP Eff . Eff. 15F ,..., ' 97> b.V( ('1 (J.9; 1;-F-i J '5"DO o-1..f"· ''I 1.97 t;f,'} . ( 'foO Q.1./( ''1 rJ, '17 . Nonresidential Compliance Form November 1998 MECHANICAL VENTILATION MECH-3 PROJECT NAME fl'~ rNT-~/ftl p,ec, o I DATE ~-'27-99 . •· .MECHANICAL VENTILATION [BJ OJ QJ AREA BASIS OCCUPANCY BASIS REQ'D. DESIGN COND CFM MIN. NO. CFM-MIN. 0.A. OUTDOOR TRANSFER ZONE/ AREA PER CFM OF PER CFM (MAX.OFD AIR VAV AIR SYSTEM (SF) SF (BXC) PEOPLE PERSON (EX Fl ORGl CFM MIN.CFM CFM J.{/J-( l,~'51 o.,,-"Z-(8 16 I c, 7.,'f 0 7...1.(() )to Hf,<.. )lf/1 Q./) l-f ijb 1.,,{f 1, 7-?t{ <.ti:;v 57)0 Hf',) /,r-Z. 5 0 .1, It? /', Ir,' -·z . .-z. s--1..-z--7 ")00 If,_ o/ { ,b'}o (J.t, 177 (-i... 1r·. 16<? {i6 7,,, '10 J.IP-17 110 0-t) 107 6 l'i 0 /lo 7.,75 fl/J-t . 1:, JO .... (}. f "J -i.r7 6 ,~ 0 '1.AO -Z-75" l/W-1 r:.1 5:''" . ·-f '5''1 ~-(5 "1., tf }o 6 511 8'9) " .. Totals (For MECH-4) 70 Based on expected number of occupants or at least 50% of Chapter 10 1997 UBC occupant density -~~ Minimum ventilation rate per ~ction § 121, Table 1-F. Must-be greater than or equal to H, or use Transfer Air. De~ign outdoor air includes ventilation from supply air system & exhaust fans which Operate at design coriditbns, [Kl .Must be greater than or equal to (H -1), and, for VAV, greater than or equal to (H -J). Nontesi<iential Compliance Form November 1998 ' ' C • - . MECHANICAL SIZING ANO FAN POWER PROJECT NAME 5_P1!-rtvT. .. . $/.IN, /)I e-~-() SYSTEM NAME fl/J-( I NOTE:. Provide one copy of this fonn for each mechanical system when ·using the Prescriptive Approach. I SiZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE -OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE . 2. SiZING "'DESIGN·OUTDOOR AIR -ENVELOPE LOAO (APPENDIX G) (APPENDIX C) (See Chap. 8, ASHRAE handbook, 1993) CFM (MECH 3; COLUMN I) Btu/Hr (ENV-2 Part 2 of 5 Column E) --~-----1 -LIGHT:ING [. --Z. . W / SF (Adjusted Actual Watts-L TG-2) -PEOPLE ,_____,.......,.., -/.,....,b--1# OF PEOPLE (MECH 3; COLUMN E) -MISCELLA~EOUS EQUIPMENT /. D WATTS/ SF .__,.---'--~ -'OTHER -:i--~-----E TOTALS OTHER LOADS/SAFETY FACTOR (1.21 for cooling, 1.43 for heating) MAXIMUMAQJUSTED LOAD (TOTALS FROM ABOVE x OTHER LOAD SAFETY FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN I FAN POWER CONSUMPTION, MECH-4 DATE -~-<-7-99 FLOOR AREA I lf0 -COOLING HEATING 9 b 2-y' 6-€ '7~ I ?o KBtu / Hr KBtu / Hr DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP· . MOTOR DRIYE OF FANS BxEx746/(CxD) (Supply Fans) - TOTALS I I I NOTE: lndude-onlYfan systems exceeding.25 HP (see§ 144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. ------,,-~I I TOTALFANSYST=EM:-::---;::=::===; Nonresidentiai Compliance Fonn POWER DEMAND WATTS/.CFM Col. F/ Col.G November 1998 MECHANICAL SIZING AND FAN POWER PROJECT NAME -~ )/JR t_t.JT-$./IP PI e--; 0. SYSTEM NAME l{/1-7- l NOTE:, Provide one copy of this fonn for each mechanical system when using the Prescriptive Approach. ·I SIZING and EQUIPMENT SELECTION · 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) -OUTDObR, WET BULB TEMPERATURE (APPENDIX C) -INDOOR, DRY BULB TEMPERATURE (See Chap. 8, ASHRAE handbook, 1993) 2. SIZING -DESIGN OUTDOOR AIR tj O 6 CFM (MECH 3; COLUMN I) -ENVELOPE LOA.P Btu/Hr (ENV-2 Part 2 of 5 Column E) 1--------, ~ LIGHTING -PEOPLE -MISCELLANEOUS EQUIPMENT -OTHER /. c.. WI SF (Adjusted Actual Watts-L TG-2) I-----"--""--< _vf #OF PEOPLE (MECH 3; COLUMN E) (I . q,,,l.{ WATTS I SF -:i----'--'-------E TOTALS OTHER LOADS/SAFETY FACTOR (1.21 for cooling, 1.43 for heating) MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x OTHER LOAD SAFETY FACTOR) 3. $ELECTION: IN$TALLED EQUIPMENT CAPACITY f,tt,lt.~ eb ~ 111/-M C~ MECH-4 DATE f-27-~9 FLOORAREA ?, "()0 I -COOLING HEATING 91. Z,t/ 6R 7< I ?o I /lf,6>'0 17110 lf 71,V /Z.1 100 ri, 10() /'?.,. I ( so 7..., 1//,0 91,,,, 0 11 ~, · 1 KBtu / Hr KBtu / Hr IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN /.Atl,6 ~ "UJ/V!r'lf o,r P--c!r /t~v!~ ING, 15~ IJ1 /Zt"ltM.I I FAN POWER CONSUMP_TION DESIGN EFFICIENCY .. FAN DESCRIPTION BRAKE HP NOTE: Include only fan-systems exceeding 25 HP (see § 144). Total Fan System Power Demand may not exceed 0.8 · Watts/CFM for constant volume systems or 1.25 Watts/CFM-for VAV systems. Nonre$idential Compliance Form MOTOR DRIVE NUMBER OF FANS TOTALS PEAKWATTS Bx Ex 746 / (C X D) CFM (Supply Fans) I .____ _ ___.I I J TOTAL FAN SYSTEM ] POWER DEMAND Col. F / WATTS I CFM _ Col. G November 1998 MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME ")Pl<. rrJT-· 5At! · t>t et;() DATE -~ ... -z-7~9 I . . . . ' . SYSTEM NAME FLOOR AREA Ill-? -/I Zr; I_ NOTE'. ~rovide one copy' of this fonn for each mechanical system when using the Prescriptive Approach. I SIZING and EQUIPMEN1 SELECTION 5 I -1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) -OUTDOOR, Wl;T BULB TEMPERATURE (APPENDIX C) -INDOOR, DRY $ULB TEMPERATURE (See Chap. 8, ASHRAE handbook, 1993) 2. SIZING -DESIGN OUTDOOR AIR _ '},qi) CFM (MECH 3; COLUMN I) -ENVELOPE LOAD Btu/Hr (ENV-2 Part 2 of 5 Column E) 1------1 -LIGHTING /-7-WI SF (AdjustedA<;:tual Watts-L TG-2) 1-------1 -PEOPLE -MISCELLANEOUS EQUIPMENT / 7 #' OF PEOPLE (MECH 3; COLUMN E) 1--~-..L.-...~ 0, f} lf WATTS I SF -OTHER -:l----------------§ TOTALS OTHER LOADS/SAFETY FACTOR (1.21 for cooling, 1.4~ for heating) MAXIMl:lM ADJUSTED·LOAD (TOTALS FROM ABOVEx OTHER LOAD SAFETY FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCE!=DS MAXIMUM ADJUSTED LOAD, EXPLAIN - IFAN POWER CONSUMPTION COOLING 9t 6 'I, ~< KBtu / Hr · DESIGN EFFICIENCY NUMBER .PEAK WATTS FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS , BxEx746/(CxD) I HEATING ?.,l/ 7-rJ /o, 7e>o I lf, ff t}o KBtu / Hr CFM (Supply Fans) I I , NOTE: Include only fan systems exceeding-25 HP (see§ 144). total Fan System Power Demand may.nqt exceed-0.8 TOTALS L-.. __ ___.I =' :---;:::::::~ TOTAL FAN SYSTEM . W atts/CFM for constant volume systems or·1.25 Watts(CFM'for VAV systems. Nonresidential Compliance Form POWER DEMAND WATTS/CFM Col. F / Col. G-- November 1998 MECHANICAL SIZING AND FAN POWER . PROJECT NAME ~fl'~ l'I/ ,:.. fM PI l~ -o ' . ' SYSTEM NAME }//J, lf (Cc~(.~) 1 · NOTE: Provide one copy of this forrirfor each mechanical systemwhen using the Prescriptive Approach. I SIZING and EQUIPMENT SELECTION -1. DESIGN CONDITIONS: -OUTDOOR, DRY ·BULB TEMPERATURE (APPENDIX C) -OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) -INDOOR, DRY BUL!3 TEMPERATURE -2. SIZING. -DESIGN OUTDOOR AIR --ENVELOPE LOAD -LIGHTING -PEOPLE -MISCELLANEOUS EQUIPMENT -OTHER 1) 2) (See Chap. 8; ASHRAE handbook, 1993) -z... '1 O CFM (MECH 3; COLUMN I) 1----=----=-----l Btu/Hr (ENV-2 Part 2 of 5 Column E) l'----,------1 / · 'L WI SF (Adjusted Actual Watts-L TG-2) 1------------i 1-Z. # OF PEOPLE (MECH 3; COLUMN E) 1------,--~-lf: l( WATTS/ SF ~- t==j TOTALS OTHER LOADS/SAFETY FACTOR (1.21 for cooling, 1.43 for heating) MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x OTHER LOAD SAFETY FACTOR) 3. SELECTION: MECH-4 DATE . ,8-Z-7-99 FLOORAREA / ·tJJ~ / COOLING 9t 6-f '15"" -zoz~ I lf 8V l( i:i, 1) 6 / Z--6 /~ J'iO I HEATING -Z.,,7 '7-0 1· I I INSTALLED EQUIPMENT CAPACITY lf 9-2 11 -Z,t,-&1 I IF INSTALL,ED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN I-FAN POWER CONSUMPTION . . IA] !ID . DESIGN FAN DESCRIPTION BRAKE HP I .. NOTE: Include only fan systems exceeding 25-HP (see § 144). Totill Fan System Power Demand may not exceed 0.8 Watts/CFM for constant-volume systems or 1.45 Watts/CFM for VAV systems. Nonre.siiiential Compliance Form lQJ' EFFICIENCY MOTOR DRIVE ·NUMBER OF FANS TOTALS KBtu / Hr KBtu / Hr I PEAK WATTS CFM Bx EX 746 / (C x D) (Supply· Fans) 1,_ _ ___.II TOTALFANSYST=E~M----;::====:::; POWER DEMAND WATTS /CFM · Col. F / Col.G November 1998 t" • ' ~ Mi:C.HANICAL SIZING AND FA.N POWER .. PROJECT NAME . :rtn...r/l!r· -~A# Jne,o -.. SYSTEM NAME 11/J-t, { t>,1 <il!ft..A eJ' / ,t6 6 w (?t. ) I NOTE: Provide one copy of this form for each mechanical sy_steni wtien using t~ Prescriptive Approach. ls1ilNG.and EQUIPMENT SELECTION -1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) .-OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) -INDOOR, DRY BULB TEMPERATURE 2. SIZING -DESIGN OUTDOOR AIR · -ENVELOP!; LOAD ·-LIGHTING -PEOPLE - -MISCELLANEOUS EQUIPMENT -OTHER · (See Chap. 8, ASHRAE handbook, 1993) v7 S CFM (MECH 3; COLUMN I) t----"---,--i Btu/Hr (ENV-2 Part 2 of 5 Column E) 1--""-----i /· "2-. WI SF (Adjusted Actual Watts-L TG-2) ,___......__-i C) # OF PEOPLE (MECH 3; COLUMN E) 1------i , "?,(, -9 WATTS I SF -::----'-----,--§ TOTALS OTHER LOADS/SAFETY FACTOR {1.21 for cooling, 1.43 for heating) MAXIMUM ADJUSTED L.OAD (TOTALS FROM ABOVE x·OTHER LOAD SAFETY FACTOR) 3; SELECTION: INSTALLED EQUIPMENT CAPACITY MECH-4 DATE °B -1--7-99 FLOOR AREA 710 I COOLING HEATING 9t 7.---', ' g 7~ I 76 I B o<ro 7 l/O -z... '11-0 , 0 6 j'"" /?lJ ' /Jo. o 11 b7-I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN KBtu / Hr KBtu / Hr (-/e..J 17 OfL l-1),f'O .( ~liUN'{f CCM t1l-'1 ctv t. r I Nv en.. ) ~ J FAN POWER CONSUMPTION. DESIGN FAN DESCRIPT.ION . BRAKE HP. r NOTE: Include only fan systems exceeding 25 HP (see § 144). ;'fetal Fan System Power Demand may notexceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for · VAV systems. Nonresidential-Compliance Form . ./NT/::7lUWAl6.-CtW 'WI J{f-t rtJ11.. f'r>KM~PW'°' EFFI.CIENCY .NUMBER MOTOR DRIVE OF FANS ... TOTALS I PEAKWATTS CFM 8 x Ex 746 / {C x D) (Supply Fans) .___ _ ___,I .___I --;:::=_-__,___. TOTAL FAN SYSTEM POWER DEMAND WATTS/CFM Col. F / Col. G November 1998 MEC.HANICAL SIZING AND FAN POWER MECH-4 j PROJECT NAME ~ f /I{ f/vr;, ?/t~ . /.)I~~ () DATE ·s ,.1;._ 7·-9, . SYSTEM NAME FLOOR AREA 111--(, C et--l~rrt.r crc-~.) I 3e 0 I. NOTE: Provide one _copy of this fonn for each mechanical s¥stem when using the Prescriptive Approach. I SIZING and EQUIPMENT SELECTION -.. I 1. DESIGN CONDITIONS: COOLING I H~qNG I -OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 9 /, -OUTDOOR, VVET BULB TEMPERATURE (APPENDIX C) .. INDOOR, DRY BULB TEMPERATURE (See Chap. 8, ASHRAE handbook, 1993) 2. SIZING -DESIGN OUTDOOR AIR CFM (MECH 3; COLUMN I) 1--------t -ENVELOPE LOAD Btu/Hr (ENV-2 Part 2 of 5 Column E) 1--------< --LIGHTING /. 't. W / SF (Adjusted Actual Watts-L TG-2) 1-'----4--------1 -PEOPLE () # OF PEOPLE (MECH 3; COLUMN E) 1------,--1 -MISCELLANEOUS EQUIPMENT II -~ WATTS/ SF -OTHER 1}_ 2} 3) § . . TOTALS OTHER LOADS/SAFETY FACTOR (1.21 for cooling, 1.43 for heating) MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVI; x OTHER LOAD SAFETY FACTOR) 3. SELECTION: ttt '? 7 0 I 7 (f 9,/0?) I J, 6777 IN$TALLED EQUIPMENT CAPACITY 17 0-0 11 6 7-1 KBtu / Hr KBtu / Hr IF INSTALLED CAPACITY EXCEEDS MAXIMUM l/t,t71Uft U11> (_ n~~)l~Nt:, r-"'10C.6 C;v-C Y /'lA--11"~) : I ADJUSTED LOAD, EXPLAIN -)~c.,;r,1~~ A/I' #/re;' '7rri ~ YS~ /J_.el),VN"f),41VC Y IFAN POWER CONSUMPTION DESIGN FAN DESCRIPTION BRAKE HP r NOTE: lndude only fan systems exceeding 25 HP (see § 144). :rotal Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. NonresidentiarCompliance Form EFFICIENCY MOTOR DRIVE NUMBER OF FANS TOTALS I PEAK WATTS CFM BxEx746/(CxD) (Supply Fans) .___ __ __.I .__I -:::=====: TOTAL FAN SYSTEM POWER DEMAND WATTS/CFM Col. F / Col. 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N'A a:L:HIA htlpktieSC-...S f«alill_....w ... ---.crcrmicel Fora.&-. a.tamwflhlaap qpwdi-Jcs--f__., ,.._ 11 . ill~ willa~. s,.1111~1'1'-J 111c.ia..._,. ................. lllfMI. ,....... ...... · wear,a.Miw,.__.u: r • ,••= • · clfh*mai--1piOICdhl.da*blltamiwi4 • ~-canslwJ ... ~-~laiilamos. .__,.__.,... · 1 R •liMl:lc•..,.._...._.._wid&.....,.caaurai:nlillumcala .,........,.....,.. ... ~·-ar,__.,..._inlllr:lyis ..... ar N< .. M OCT. 26. 1999 1 _7: \8Af(9pM· \1\1 I, L.J• 111 "I'• .I SPRINT ·pcs NO. 0579 P. 11 NU. lbijj r. lU ) J .. biafntiT_,,_,,,,, ~ II~ ..... lleT_,.IIC.. ...... e-'111 -,.Sp1W:1ta.W,pllirc:anw.fDllleillmlry,IO'la' lbelpllWiCll.claymodNrm •iritdd,.__..., Mmtrluetliellli.4wida.aium ....__(Wilrloila)arolllcr-.,imJ__,p,_.. JDaea.cc.-..7-,,..,_cirp-ntaa II& adlll lllllU aplli. .Slllill••liallD-. I I 1 aili&MMJ; ad Ill 1.--4:aatkual oa6-lilalybelfu11acsy~cae ... •iC. Do1*Wl * .,..,cwaaftl:l'ICitllas-. Qlll1laJiri ................. CclrnivJa4. DilpoloQf....,fl0111~ ...... 'l'ICA...._All~DR•l"IJPlll"GQ'dleTSCA ....... IIIIMRtc~. Nar•ra111 au1rm:11SDOT/lATA:·-=a.ry.wer;~ a..:a IDl:'OIGIOO te:m 'Udt.._,. ..... ta=DO'l"Rll_llircmeia.flr....,ma11lolllllmsu111caiwliD.'49CDl73.l9(d) allATA~for....,W.W.baairi:li.u lpCdW ia~iallnlcdm l068l,miabl 111. ' . X.~J'BC4VDONS ..t\ -ij SCHIRMER ENGINEERING CORPORATION . . . 11770 BERNARDO PLAZA COURT; SUITE 116 • SAN DIEGO, CA 92128 • PHONE (619) 673-5845 • FAX (619) 673-5849 FIRE PROTECTION/LIFE SAFETY REPORT FOR SPRINT PCS SAN DIEGO SWITCH CENTER 2160 LAS PALMAS DRIVE CARLSBAD, CALIFORNIA. Prepared For: Mr. Brian Bell Project Manager Carrillo Architectural Group, Inc. 1321 Howe Ave., Suite 202 Sacramento, Ca 95825 SEC Project No. 2099136-000 November 5, 1999 This report is the property of Schirmer Engineering Corporation. Copies retained by the client shall be utilized only for his use and occupancy of the proj~c;t, not for the purpose of construc;tion of any other projects. Fire Protection Engineering ,... Code Consulting ,... Loss Control ,... Security System Design ,, j. I i . Sprint PCS San Diego Switch Center Carlsbad, Californi.a ,.,_ TABLE OF CONTENTS November 5, 1999 SEC 2099136-000 IN'TRODUCTION •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••.•••••••••••••• 1 APPLICABLE CODES ...................................................................................................................................... ! . . . B~DIN'G DESCRIPTION ••.•••..••.••••••••.•..••••.••.••••.•••••...••.••••.•••.....•••••••.••...•...••...•.•••••.•.•.•...••.•.••••.•••.••.•••...•...• 2 _ OCCUP ANCY ••••••••••••••••••••••• ~ •••••••••• ~ ••••••••••••••••••••••••••••••••••••••••• ~ •••••••.•••••••.••••••••••••••••••••••••••••••••••••• ~ ••••••••••.•••.••• 2 GENER,A.L REQUIR.El\,IENTS •••••••••••••••••••••••••••••••••••••••••••• ~ •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 3 . . CONSTRUCTION AND FIRE-RESISTANCERATiNGS ....•.•..•••...........•.................•.•............••..................••............... 3 OCCUPANCY SEPARATION W ALLS .••• .' .•......•.•.........•••....••.•.• : ..•.•...•..••••.....•...•...... .-....••...•.... : ..•.....•..................•... 4 ALLOWABLEAREA .•••....••••.........•...•.•..•..•........••.••.......••••...• · ... · ........••..........•...........•..•.........•................•.......... 4 J\LLOWABLEHEIGHT .•..••••••••.....•.•.•••.••..• ~ •... , ..•.•••..••.•.•.•••.•.........••...... : ...•.. : •• : .......•...........•.••............ : •.....•......... 4 . MEANS OF EGRESS ..•..••••.... · .........•..•.•..•...•.. --•.........•••............•.. · ...........•.••...............•......................................... 4 FIRE FLOW REQUIREMENTS ....•...•...•••.••••...•....••••......•...•••....•....•.••...•...•........•..•......•....•....•..••.......•.......•............ 5 FIRE SUPPRESSION SYSTEM REQUIREMENTS ...••••..........••...•.•..........•..•... .-........................................................... 6 FIRE DETECTION/ALARM Rl;QU~REMENTS •. _ ..•.....•..•••.....•..••.•.•..........••..•............•........••........•..•.........•..•.•.... :····· 7 STATIONARY LEAD-ACID BATTERY SYSTEMS ................................................................ ~ .................... 7 GENERAL ....•••.....•..•........••............••...•...•..•.......•....•...... · •••... · ........••...•.........................•... · ................. · ............... 7 . VENTILATION AND EXHAUST ..•.•..... : ..••.•.........•.•.....•.••....•...........•.....•....•.•••..........•....•.. : ..••..•.........•..•.... : .....••.... 8 SMOKE DETECTION ..•..•.•.••.... : .•••......•••...........••........•.•...........................................•...•..................................... 9 CO!'li'CLUSION ................................................................................................................................................... 9 INDEX OF TABLES . TABLE 1. CONSTRUCTIONREQUIREMENTS ...•.•......•.....•........•.•..................•................••.......•........................•..•.... 3 TABLE 2. EGRESS SUMMARY ............•.•••.......•. , .........••.•••......•..•••.•.••...............••...........•.•..•............•...... : ............... 5 . TABLE 3. FIRE.SUPPRESSIONRE:QUIREMENTS ... : •..•....•...•.••..........•.....................•.•.•......................................•...... 6 APPENDIX A -AVAILABLE WATER SUPPLY GRAPH APPENDIX B -BATTERY ELECTROLYTE'. MATERIAL SAFETY DATA SHEET APPENDIX C -UNIGY II SERIES BATTERY INFORMATION Sprint PCS San Di~go Switch Center Carlsb~d,. California INTRODUCTION. 1 November 5, 1999 SEC 2099136-000 Sprint PCS is· proposing to develop and op·erate a Switch Center within an existing building located in the City of Carlsbad, California. < • Carril!o Arch,itectural Group, Inc. has retained Schirmer Engineering Corporation (SEC) to prepare a technical report to evaluate the fire and life safety code requirements for the ·new < • facility. Specifically, the report will address the .requirements for: Construction type and fire- resistance ratings, allowable area, means of egress, fire suppression systems, hazardous .. . . . . -. ' . . . . . · material storage, fire detection/alarm systems, and· smoke exhaust/control systems. APPLICABLE CODES The following codes and standards were used in preparing this·report: • Uniform·suilding Code (UBC)·;.1997Edition ·. • Uniform Fire Code (USC) -1997 Edition • Uniform Mechanical Code·,(UBC) -t997 Edition ·. • National Fire Protection Association (NFPA 13), Standard For The Installation of Sprinkler Systems, 1996 Edition • National Fire Protection Association (NFPA 2001), Standard On Clean Agent Fire Extinguishing Systems,.~ 996 Edition. i i i ! . -. Sprint PCS San Diego Switch Center . Carlsbad, California BUILDING DESCRIPTION 2 November 5, 1999 SEC 2099136-000 · The new Switch Center will have a· switch room, battery/powe~ room, electrical room, HVAC room, storage rooms and offices with associated restrooms, break room, reception area, etc. An approximate area utilization of the Switch Center is as follows: • Switch room (Group B Occupancy) -4,851 sq. ft. • • .. • .. Battery/power room (G_roup B Occupancy) -680 sq. ft . Electrical room (Group B Occupancy) 476 sq. ft . --HVAC room (Group B Occupancy)-728 sq. ft. -- Storage rooms (Group S, Division 1 Occupancy) -870 sq. ft . Offices ~nd support areas (Group B Occupancy) -6,995 sq'. ft . OCCUPANCY The Sprint_ PCS San Diego Switch Center. will provide wireless and wireline telephone switching and support functior,s.-Cable entrance facilities are from new below grade vaults located along the south wall of the building. Cable enters through floor penetrations to the telephone main distribution frame. Telephone lines from the outside are connected to one side of ttie frame, internal lines from the Switch Center are on the other side of the frame. The cables then go to the switch, which consists of control modules containing -computers and line modules containing circuit boards, which allow the call to be routed to the correct destinatiofl. Batteries are used for emergency power. A 600kw generator is provided on the·exterior of the building along the east . . wall to supply power to the Switch Center in the event of loss of off site power. The batteries provide short term continuous power in the event of a power failure. The generator can be used for long term power supply if needed. Additionally, there are support areas whic~ consist of offices, break room, restrooms, small storage rooms, reception area, HVAC room, and electrical room which houses the main switchboard and power distribution. \ J . -, Sprint PCS San·· Diego Switch Center Carlsbad, California . . GENERAL REQUIREMENTS 3 November 5, 1999 SEC 2099136-000 Construction and ·Fire-Resistance Ratings The facility will comply with the UBC · requirements for Type V non-rated construction; The required exteri~r ~all and opening protectl_~:m for Group B, and Group S, Division 1 occupancies is compliant as summarized in Table 1: Exterior Non-bearing Wall Op~njng Protection One hour less than 20 feet, Nonrated elsewhere Same as bearing Not permitted less than . · 5 .feet, Protected less than 10 feet Sprint PCS San Diego Switch Center Carlsbad, California 4 · Occupancy Separation Walls November 5, 1999 SEC 2099136-000 There is no requirement for separation in buildings with occupancy classification of Group B and Group S. However, stationary lead-acid battery ·systems having a capacity of more than 100 gallons shall be located· in a room separated from other portions of the building by a minimum . . one,-hour fire-resistive separation (UFC Section 6404.3). The proposed battery/power room complies with this requirement. Allowable Area The building has .a total area of 14,600 square feet. UBC Section 505.1.2 permits the basic allowable area to be incre~sed 100% for 60 foot yards on three sides. In addition, UBC Section 505.3 ·permits the basic allowable area to be tripled in one-story buildings protected with automatic fire sprinklers. These two increases may be compounded together which results in an allowable building area si~ times the basic area. The allowable area is, therefore, 48,000 .square feet (8,000 square feet X 6). The proposed building is 14,600 square feet, and thus, complies with UBC Section 504. Allowable Height The allowable height for a building with Type V non-rated construction with Group B and Group S Division1 occupandes is 40 feet (UBC Table 5-8). Th~ maximum height of the building will be approximately 26 feet; therefore, the requirements for allowable height are satisfied. Means of Egress The building will comply with the occupant egress requirements of the UBC. An occupant ' _egress analysis is provided in Table 2. .. I I i J Sprint PCS San Diego Switch Center Carlsbad, California Table 2. Egress Summary Switch Room 4,851 300 · Control Room 864 100 HVAC· 728 300 Cell Techs .731 100 Electrical 476 300. Batte /Power 680 300 Office -170 100· Conference 425 15 Storage 420 300 Sta in Secure . 450 300 Stora e Break Room 540 100 R.F.En ineers 1,440. 100 5 · 17 1 3 1 3 1 8 1 2 1 3 1 2 1 29 1 2 1 2 1 6 1 15 1 Fire Flow Requirements 2 2 1 1 2 2 1 2 1 1 1 2 November 5, 1999 SEC 2099136-000 3.40 0.60 0.60 1.60 0.40 0.60 0.40 12.0 0.40 0.40 1.20 3.0 The required fire flow (water required for fighting fire) is determined according to the UFC Appendix Ill-A. The fire flow requirement is intended to provide sufficient water supply to limit the fire to within the building and·. prevent fire spread to adjacent buildings. The fire flow is determined as a function of building construction type, size; and automatic sprinkler systems. The required fire flow from Table A-Ill-A-I is ·a .flow of 3,250 gpm at a residual pressure of 20 psi for a duration of three hours. A water test performed by the City ~f Carlsbad indicates that the available water supply at 2151 Las Palmas Drive is a flow rate of 1,107 gpm with a residual pressure of 100 psi and a static pressure of _118 psi. The available water supply at 20 psi was calculated utilizing the following equation: 100 64 64 32 96 64 32 64 64 64 32 64 Sprint PCS San Diego Switch Center Carlsbad, California _ (i's -P)o.s4 . Q -QF P. -P, . S R Where: P = specified pressure Ps = static pressure, flow test PR = residual pressure, flow test QF = flow in flow test Q = flow at specified pressure 6 November 5, 1999 SEC 2099136-000 When calculated to 20 psi, the available flow is 2,764 gpm. See Appendix A for a water supply graph. Since the building is ii>rovided with autom~tic fire sprinkler protection, a reduction in required fire flow of 50 percent is allowed. as a'i,proved by the Carlsbad fire Depart~ent. The . . reduction will result in a.'required fire flow of 1,625 gpm. ·The available fire flow of 2,764 gpm . . . . from the public water supply meets this minimum requirement. Fire Suppression.System ~equirements The fire suppression requirements, based on occupancy are summarized in Table 3, Fire . . · · Suppression Requirements. Offices, Reception, Wet 0.15 gpm/sq. ft. NFPA 13 Restrooms, over 2,500 sq. Fig. 5-2.3 Conference, Cell ft. Techs,R.F. En ineers, Control Storage Wet Ordinary Group 1 -0.15 0.15 gpm / sq. NFPA 13 gpm /sq.ft. over most ft. over 2,500 . Fig 5.2-34 remote 1,500 s . ft. S . ft. 5-2.3.2.6 Switch Room, Pre-Action Ordinary Group 1 -0.15 0.15 gpm / sq. NFPA 13 Batteries, Electrical; o·ouble-gpm/ sq. ft. av.er most ft. over 2,500 Fig 5.2-34 HVAC Interlock remote 1,950.s . ft. S . ft. 5-2.3.2.6 The switch room, battery/power room and electrical room will -be protected with a gaseous extinguishing (FM200) system in ad~ition to a_utomatic spri!"lklers. The FM200 system shall be { '! I , 1 i: ,:: I . I ,· \ \ ·, .. l '., i I -J Sprint PCS San Diego Switch Center Carlsbad, California 7 November 5, 1999 SEC 2099136-000 designed and installed in accordance with UFC Section 1003.1.2. If the computer room is to contain a suspended ceiling with combustible construction or materials above the ceiling, then automatic sprinkler protection on a wet pipe or preaction system will be required in this space. If the space above a suspended ceiling is non-combustible, then sprinkler protection in this area is . not required (as allowed by NFPA 13). A double..:interlock.preaction sprinkler system will be u.sed to: protect the switch room, battery/power room and electrical room. Other areas of the building will be protected with wet pipe automatic sprinkler systems. Fire Detection/Alarm Requirements Monitoring is required for all valves controlling the water supply for automatic sprinkler systems ·' and water ~ow switct,es (UFC Section _1003:3). The smoke detection system within the ba!tery/power room will be monitored by an approved central station. STATIONARY LEAD-ACID BATTERY SYSTEMS General Article 64 of the UFC regulates_ the storage of leqd-acid battery systems having a.liquid capacity of more than 100 gallons. The requirements of UFC Article 80 are also applicable if the individual batteries have a capacity greater than 20 gallons. The proposed battery/power room utilizes a total of 144 individual Unigy II Series battery cells manufactured by Lucent Technologies. Each battery has an individual capacity of 4.59 gallons of electrolyte (661 gallon total capacity). The basic building block of the battery is the 2 volt cell. Three (3) of these cells . . are combined together to create a module. The module code for the batteries is 3A-85-33S. This code designates the batteries as 3 amp with 33 positive and negative plates of es Ah· capacity. Individual batteries-do not exceed 20 gallons and, therefor~. Article 80 does not apply. Battery systems shall be _located in a room separated from other portions of the building by a minimum one .. hour fire-resistive occupancy separation (UFC Section 6404.3). The proposed battery/power room meets this requirement. Each rack of batteries or group of racks shall be provided with a liquid tight 4-inch spill-control barrier which extends at least one inch beyond the battery rack in all directions (UFC Section 6404.4). Lucent Technologies manufactures an acid spill management system for use with their.batteries which meets this requirement. The system \ 1 •· ' Sprint PCS San Diego Switch Center Carlsbad, California · 8 November 5, 1999 SEC 2099136-000 includes a steel. containment barrier system that is designed to prevent the spread of battery acid on the floor. The barrier is coated to prevent the absorption and seepage of acid ahd lead into the concrete. Absorbent pads are provided to soak up and neutralize acid and will change color from white to pink upon contact with battery electrolyte (UFC Section 6404.5). The color . change gives a visual indication .of a battery leak. The doors into the battery/power room shall be provided with signs that state tha~ the room contains lead-acid battery systems, that the room contains energized electrical circuits and that the battery electrolyte solutions are corrosive · liquids (UFC Section 6404. 7) Ventilation. and. Exhaust All ·lead-acid batteries generate hyctrog·en and oxygen gas. at the negative and positive plates, -. respectively. The generation of these gases occurs during all conditions of use, including charge, discharge, and while on_ open circuit during storage. The rate of gas generation on discharge and open circuit is gener~lly very small but cannot be completely ignored .. Explosive rnixtur~s of. hydrogen in air are present when the. hydrogen concentrati~n exceeds four (4) percent by volume. The concentration of oxygen does not significantly change the lower explosive limit of hydrogen in air, and, therefore, only hydrogen will be considered here. If t_he concentration of hydrogen in air exceeds four (4) percent by volume, there is a risk of e?(plosion if the gas is ignited. Therefore, to provide a margin of safety, lead-acid battery areas must be ventilated to limit the accumulation of hydrogen gas under all anticipated use conditions . . . ' . . . to a recommended maximum of one (1) percent of the total free volume in the enclosed battery area (UFC Section 6404.6). In fl9oded lead-acid batteries, gassing rates approach the theoretical values calculated from the dissociation of water. In valve-regulated lead-acid batteries (VRLA), like those proposed for this facility, the recombination of oxygen gas at the negative electrode results in r~duced oxygen and hydrogen evolution from the battery. Generally, VRLA batteries evolve from less than 1% to 20% of the hydrogen produced by flooded lead-acid batteries under similar charging currents, _ · and are designed to achieve greater than 9p% recombination efficiency at normal float charge and temperature. It is important to note that the hydrogen gassing rate at 0% recombination, f·· i:-/ .. t,' i. t. l . ;. f I I .. ) Sprint PCS San Diego Switch Center Carlsbad, California 9 November 5, 1999 SEC 2099136-000 the worst ·case condition, is the same for both flooded and valve-regulated technologies at equivalent charging currents and temperatures. From electrochemi_cal theory, if all the charging current is used to generate gas, each cell will generate 0-.016 cubic feet of hydrogen per hour, per ampere of charging current at 77°F (25°C) and one atmosphere pressure. For this facility, each of the 144, 2 volt battery cells requires 3 ampere of float current at 77°F and· produces _6.90 cubic feet of hydrogen per hour (0.016· ft3/hr x 3 ampere x 144 cells= 6.90 ft3/hr). The quantity of fresh. air r~qui~ed to maintain an explosio~-safe environment in the battery/power room is 6.90 .ft3/hr or 0.115 cfm. Th~_battery/power room will be provi~ed with a 400 cfm fan operating continuously . in the exhaust mc.:>de and will be equipped with an explosion-proof motor. This 400 cfm ~xhaust rate exceeds the necessary· exhaust rate 0.115 . cfm to maintain a _hydrogen concentration less than one (1) percent by volume. Smoke Detection An approved automatic smoke detection system shall be installed in the battery/power room (UFC Section 6404.9). ihe proposed detection system will operate a bell located inside the room, provide a visual ahd audible signal at the control panel and transmit an alarm signal to the remote monitoring station upon actuation of the first detector. Upon actuation of the second ceiling smoke detector, the first interlock to the preaction sprinkler system will be released and a signal will be transmitted to the remote monitoring station. CONCLUSION In conclusion, this facility will meet or exceed the requirements of the USC, UFC, and UMC due to adequate fire sprinkler system and detection systems and limited hazards presented within this facility. ' l ! i l . Sprint PCS San Diego Switch Center 10 Carlsbad, California Prepared By: SCHIRMER ENGINEERING CORPORATION i:AikeE.Schmid, P. E. Senior Engineer Reviewed by: November 5, 1999 SEC 2099136-000 SCHIRMER ENGINEERING CORPORATION . ~OMM Q. ~ /4taA_ Gamer A. Palenske, P.E. 1 Engineering Manager APPENDIX A AVAILABLE WATER SUPPLY GRAPH 100 90 ·.; a. I w 80 n: ::> en en 70 ~ a. 60 50 40 30 20 10 0 Available Water Supply Graph -Sprint PCS, Carlsbad, CA .. .. .. ... ·+··u········ ... •••, ··+··+·· ... ........ H·l·l1·l·l·l·l·l·f ·l·fl·Tt++U··l···l··l··l··{···l··l···l··l···l···l···l···l···l···{···l···f ···l.···1····1····1····1····1···1-···1···· •l•I• T . . •• ••l••i•• 1-t-WJ . . ~ ... i ...... .... , ... J .... i . ...... . ····+··J·~t···· . ....... . i ····oJ····· ·1·r1r11·1l1 l 1 r-1- 1 1 1 rl-i-1l1 1UWt i 1--i--1· i 1-i-1-L1-i 1-r1···1·i-+ !!J;:iJ I: H I: 11: ; :-+: 13±+:-+ :------: I :-;--:-+-:--! .-:--:-;--:--!-- i:11-1:1:1:1··:1:t;t; 1-: 11· 1·r1· u 1 1tt·:-1--1 · 1 ·loom1.· .. 1.·.· t ... J.· .. 1 .. ·.1.·.1: .. 1 .. ·.r·.·.1--:---·1·_iWJ· . 1 · 1 · 1 .J H ·+ l· -1--J-·I· ·l.· ---------- .. . ··t·t·_ .. , ....... . ·+··u········ . ..... !IHl·I-Li ·1.·1+l·f.·I+ . . . . .. . · -r-.,. · l·. ............. ··j··t··-!-···•··· . ..... ···LJ··_··I~··· ····l·····l····l···-!-···· :1:~lifM tlH:l:T1 :rrr-:t}T~ : · 1 rr:---1-rPI rr:-1m~+~~, --·t.lt . . ......... ; ... ; ..... ; .... ; ........... ; ...... ; ........ ; ......... ; .......... ; ..... ····:····· ····+-··········:············:···················· .... : .. : : : . ~., ......... ········· : : m tH·l· In r11n ·rrr··:··+ t····I··+ +··!····I···+··+ · t--+··+···+··· l · ··+·····l·····+····-1--·····I ····· t ····+····+····+··· · t--···+·······l··· .. ···l·······+·····+ .. ···· t···· .. I ·········l·······+·······l·········-rt~ 20I 400 600 600 1000 1200 1400 1600 1600 2000 2200 2400 2600 2600 3000 FLOW-GPM APPENDIXB BATTERY ELECTROLYTE MATERIAL SAFETY DATA SHEET ·t l I I I 11 · Issue 3 September 1998 . ' Lr:zcent Teclll'lologies Unigy®°II Batteries Material Safety n·ata Sheet . . . This section ·contains.the Material Safety Data Sheet for the ·_. Unigy®ll batteries. . . Material Safety Data Sheet 11 -1 . l I I ! I . J J. l j 10: 11695 Page 1 of 4 Lucent Technologies Unigy® II Batteries MATERIAL SAFETY DATA SHEET 0 . - Lucent'technologies 600 Mountain A venue Murray Hill, NJ 07974 Issue Date: 09/09/98 Issue Number: 3 Supersedes Date: Oll'.28/98 Non-Emergency Telephone# 908-582-3700 Emergency Telephone# 800-424-9300 (CHEMT.REC) . Use CHEMI'REC only'in the event of chemic;al emergencies involving a spill, leak, fire, exposure, or accident involving ~cals. . . Reason for Re-Issue: Update name, remove comcodes, change_ transportation data L PJtO~UCT IDENTIFICATION Product Name: Battery, Ulligy D Seri~ WP-93379 . Chemical Name/Synonym: WP-93379, Sealed, R.echargeable,.Lead-:-acid Battery . HMDB Number: 11-69S Label Codes Health: 3 -Corrosive · . Fire: .0 -Non-flammable Rea~ 1 -Slightly reactive IL HAZARDOUS INGREDIENTS Component *Lead oxide *Lea.4 *Lead sulfate **Sulfuric acid 1STEL (ACGIH): 3 mg/m3 ~-1317-36-8 7439-92-1 7446-14-2 7664-93-9. ~ 20-25 43-70 N.D. 20-44 1STEL (OSHA): NIA TLVfACgyD .OSmg/m .05mg/m3 .05mg/m3 l.Omg/m3,1 PEL{OSHA) .05ug/m3 .05 mg/m3 .05mg/m3 l.Omg/m.3 Comments: The data presented refer primarily to the acid electrolyte since this compound poses the predominant immediate hazard associated with this product. *These chemicals are subject to Section 313 TJtle m SARA Reporting Requirements. **This chemical in its existing form is not subject to Section 313 Title m Reportable Requirement. However, if the use of this product results in aerosol formation of this chemical, then the aerosol of this chemical is subject to SARA 313 Title m Reportable Requirements. 11 -2 Material Safety Data Sheet Issue 3 September 1998 ID: 11695 Page3 of4 Lucent Technoiogies Unigy® II Batteries V. FIRST AID PROCED~ · Eye: In case~~ immediately flush eyes with plenty of water for at least 1S minutes. Get medical attention immediately. ; Skin: In case of contact, immediately flush skin: with plenty of soap and water for at least 15 minutes while removing contaminated clodrlng and shoes. Get medical attention 1rnmediately. Wash cl~thing before reuse. : lnb•J•flon: If inhaled, remov~ to fresh air. If not breathing, give artificial respitation. Ifbrcathing is difficult, give oxygen. Get medical attention. Ingestion: If swallowed, do NOT mducc vomiting. Give victim a glass of water. Call a physician irnrneidiately. Never give anything by mouth to an unconscious person. Notes to physician: None VL FIRE AND EXPLOSION HAZARD DATA Flash Point: NIA VJam,mbl-. Limits: I.EL: NIA .Alltoigaitlon Temp: NIA UEL:N/A Extingaishing Media: For small fires use carbon dioxide, dry chemical. For large fires; flood area with large quantities of water; while suppxessiu~ vapors with waterfog/spray. Specilll Fireftghtlng·Procedares: Cool battcty exterior with water to prevent rupture. Firefighters should · wear positive pressure self-contained breathing apparatus and.thermal protective clothing to avoid _ toxic and corrosive mists, vapors, and possibly lead fumes. Unusual Fll"e ud.Elploslon .llmrds: Sulfuric acid, especially when diluted with water, can react with metals to producf! fJammablP. gas. Remove all sources.of ignition and ventilate area ifbattery is ruptured or recharging. VIl. REACI'IVlTY DATA Stablllty: Stable Conditions to Avoid: Prolonged overcharging; somces of ignition. Do not allow metallic articles to simultaneously contact the negative and positive tr:J.minals of the battery. Incompatibility (MateriaJs to Avoid): Combustil>les, organic µiaterials, strong oxidizers and reducing agents, strong acids and bases, active metals, water. Carbides, cblorates, nitrates, picrates, fulminates, halides., halogenates., peroxides, sulfides, potassium nitrate, nascent hydrogen. Hazardous Decomposition Products: Sulfarlc add: Sulfur oxides, sulfuric acid mist, hydrogen. Lead: Pxescnce of nascent hydrogen may generate highly toxic arsine gas. Thermal decomposition ofbattcry casing lDay produce nitrogen oxides and.cyanides. Hazardous Polymerizatioa: W'Ill not occur ' Condltlom to Avoid: None 11 -4 Material, Sef..etj Data Sheet I.ssue 3 September 1998 ; i- i ' JI): 11695 Page4of4- Lucent Technologies Unigy® II Batteries VllI. SPECIAL PROTECl'ION JNF()RMATION Ventilation: General ventilation should be adequate under normal conditions of use. .e,i .... Respiratory Protec:tl.on: Respixatots are not required under normal conditions ofuse. Use NIOSH approved respirator for acid mist if PEL or TI.Vis exceeded when handling electrolyte. Protective Gloves: Protective gloves arc 1'eqUired if exposure to electrolyte is posst"ble. Neoprene, rubber, or · polyethylene types arc suggested. Eye Protection: Chemical splash goggles or full :fuce shield is required if exposure to electrolyte· is pos.1ible. Other Clothing and/or Equipment: Eyewash and safety shower should be available for imme<liate use. Rubber boots and rubber apron in accordance with potential for electrolyte exposure. Long legged and long sleeved clothing. IX. ENVIRONMENTAL INFORMATION Steps to be Taken in Case Material Is Released or Spilled: If an acid spill is external to the battery, cover the spill with clay or other recognized acid absorbing agent Neutralize the acid with sodium bicarbonate (baking soda) or other recognized neutralizer. In an emergency sand, ashes., or gravel can be used to-cover spill, and soda. ash or lime used to neutralize acid; such substances should not be used on the battery itself as they can cause damage to it. Do not flush with water, even after acid bas been neutralized. . . . Waste Disposal Method: Contains lead. Dispose of according to all applicable regulations. TSCA.Status_: All. components appear on the TSCA chemical substance inventory. Shipping Information: USDOT/IATA::Name: Battery, Wet,.Non-spillable Class: 8 JD#: ON2800 PG: m. This battery.meets the DOT requirements for non-spillable batteries as specified in 49CFR.l 73.1S9(d) and IATA requirements for nori.-spillablc batteries as specified in packing-instruction 806 and provision A67; . . . X. SPECL\LPRECAUTIONS. Storage and Handling Requirements: Store· in a cool, dry, well ventilated area. Protect batteries from physical damage. All lead acid cells have enormous circuit capability. Extreme care should be exercised to avoid shorting of cell terminals. When working around cells remove rings, wrist watches, necklaces, metal bracelets, belt buckles, etc. Explosive hydrogen gas may be generated during cbargmg. . N.D. = Not Determined N//J:. =Not Applicable. While information in this fact sheet has been compiled from reference. materials and other sources beJieveti to be reliable, ils accuracy and completeness is not gulll'anteedr nor is mo, responsibility assumed or implied for any loss or damage resulting from inaccuracies or omissions. Any specific "evaluation will involve professional judgement by the user's industrial ~penonnel. Issue 3· September 1998 Material Safety Data Sheet 11 -5 --~.:.:- APPENDIXC UNIGY II SERIES BATTERY INFORMATION .. ! ! ,f : I 11 ·~ I J .. j; . 1: .J' ' , 1] I I~ j ---11 Ji _J,1 ., I 1 _I 'I '! -__ , Unigy II is a series of Valve-Regulated Lead Acid (VRLA) batteries designed especially for the long .back-up needs of telecommunications applications: • Huts & Controlled Environment Vaults (CEV) • Remote Switching • Wireless • Small to Medium Central Office • Customer Premises Capacities range from 90 Ah to 4200 Ah at the 8-hour discharge rate. The basic Unigy II building block Lucent Technologies Bell Labs Innovations is a 2 V ce,1I. Cells are connected in series or parallel combinations into modules. Three standard modules are: 12 V or 6 V module, 75 Ah plate 12 V, 6 V, or 2 V module, 85 Ah· plate Modules are connected in series to create strings "at the standard operat- ing voltages, such as 24 V or 48 V. Multiple strings of batteries can be paralleled for higher capacity. Unigy II Series Batteries 160 Ah to 4200 Ah Batteries Features and Benefits • Modular Construction. -Allows flexibility-to meet floor loading -Saves floor space by stacking up to eight modules high -Assembles at site -Guarantees minimum ventila- tion around cells • Front Access Service Is: -Faster · -Easier -Safer • 20-year Design Life -Minimizes costly replacement cycle • Pure Lead Positive Grid -Extends battery life -Minimizes grid growth and bat- tery swelling -Permits easy reclamation at end of life • Tank Formation -Improves quality by ensuring uniform grid growth • 100% Rated Capacity Upon Shipment · -Extends battery life -Eliminates formation period at site up to·two years • Epoxy Post Seal -Minimizes risk of acid leaks around post • Unique lntercell Straps -Prevents damage to battery from over-torquing Lucent Technologies Unigy II Ordering Information -Specification No. WP-93379 Module* •28 LOI Standard Voltage & Width Height Depth Wei(k.ht Comcode Comcode Capacity in (mm) in (mm) in (mm) lbs g) (8-hr. Rate) "W" "H" "D" 6A-75-5' 407586486 12 V, 160 Ah 20. i9 (512.8) 8.50 (215.9) 24.5 (622.3) 259 (117.48) 6A-75-7t 407586494 12 V, 235 Ah 24:52 (625.4) 8.50 (215.9) 24.5 (622.3) 330 (149.69) 6A-75-9 407531"979 407531961 12 V, 310 Ah 29.12 (739.7) 8.50 (215.9) 24.5 (622.3) 397 (180.08) 6A-75-11 407531938 407531920 12 V, 390 Ah . 33.62 (853.9) 8.50 (215.9) 24.5 (622.3) 471 (213.65) 6A-75-13 407586502 407586387 12 V, 470 Ah 38.12 (968.3) 8.50 (215.9) 24.5 (622.3) 542 (245.85) 6A-75-15 407531995 407531987 12 V, 550 Ah 42.62 (1082.6) 8.56 (217.5) 24.5 (622.3) 612 (277 .60) 3A-75~17 407531862 407531854 6 V, 630 Ah 27.62 (701.6) 8.56 (217 .5) 24.5 (622.3) 382 (173.28) 3A-75-19 407532027 407532019 6 V, 705 Ah. . 29.88 (758.9) 8.56 (217.5) 24.5 (622.3) 420 (190.51) 3A-75-21 407532043 407532035 6 V. 785 Ah 32.10 (815.8) 8.56 (217.5) 24.5 (622.3) 458 (207. 75) 3A-75-23 407531888 407531870 6 V, 865 Ah 34.38 (873.3) 8.56 (217.5) 24.5 (622.3) 496 (224.99) 3A-75-25 407532068 407532050 6 V, 945 Ah 36.62 (930.2) 8.56 (217.5) 24.5 (622.3) 530 (240.41) 3A-75-27 407531912 407531904 6 V. 1025 .A.h 38.88 (987.6) 8.56 (217.5) 24.5 (622.3) 568 (257.65) 3A-75-29 407532084 407532076 6 V, 1100 Ah 41.12 (1044.5) 8.56 (217.5) 24.5 (622.3) 606 (274.88) 3A~75-31 407532100 407532092 6V,1175Ah .43.38 (1101.9) 8.56 (217 .5) 24.5 (622.3) 634 (287 .58) 3A-75-33 407532126 407532118 6 V. 1255 Ah 45.62 (1158.8) 8.56 (217.5) 24.5 (622.3) 681 (308.90) 6A-85-7' 407586411 407586429 12 V, 265 Ah 24.62 (625.4) 8.50 (215.9) 27 .12 (688.9) 357 (161.94) ··.·".)J~ 6A-85-9 407586437 407586445 12 V, 350 Ah 29. i 2. (739. 7) 8.50 (215.9) 27 .12 (688.9) 439 (199.13) 6A-85-1l 407586452 407586403 12 V, 440 Ah 33.62 (853.9) 8.50 (215.9) 27.12 (688.9) 521 (236.33) 6A-85-13 407586460. 407531342 l2 V, 530 Ah .33:12 (968.3) 8.50 (215.9) 27 .12 (688.9) 603 (273.52) 6A-85-15 407586478 12 V. 615 Ah 42.62 (1082.6) .. 8.56 (217.5) 27 .12 (688.9) 682 (309.36) 3A-85-17, 407531367 407531359 6 V, 695 Ah 27.62 ((701.6) · 8.56 (217.5) 27.12 (688,9) 428 (194.14) 3A-85-19 407586577 6 V, 785 Ah 29 .. 88 (758.9) 8.56 (217.5) 27.12 (688.9) 472 (214.10) 3A-85-21 407586585 6-V, 875 Ah 32.10 (815.8) 8.56 (217.5) 27 .12 (688.9) 508 (230.43) 3A-85-23 407531383 407531375 6 V, 960 Ah 34.38 (873.3) 8.56 (217 .5) 27.12 (688.9) 557 (252.66) .3A-85-25 407531409 407531391 6 V, 1050 Ah 36.62 (930.2) 8.56 (217 .5) 27.12 (688.9) 598 (271.25) 3A-85-27 . 407531425 407531417 6 V. 1135 Ah 38.88 (987.6) 8.56 (217.5) 27.12 (688.9) 639 (289.85) 3A-85-29 407586593 407586395 6 V, 1225 Ah 4·1.12 (1044.5) 8.56 (217.5) 27.12 (688.9) 683 (309.81) .. ·-· 1A-85-39t 407531508 407531490 2 V, 1585 Ah 23.12 (587.2) 8.56 (217.5) 27 .12 (688.9) 320 (145.15) lA-85-45t 407531524 407531516 2 V, 1845 Ah 25.38 (644. 7) 8.56 (217.5) 27.12 (688.9) 375 (170.10) 1A-85-51 407531953 407531946 2 V, 2095 Ah 27.62 (701.6) 8.56 (217.5) 27.12 (688.9) 428 (194.14) lA-85-57 407531565 407531557 2V, 2360 Ah . 29.88 (758.9) 8.56 (217.5) 27.12 (688.9) 472 (214.10) 1A-85-63 407531581 407531573 2 Y, 2625 Ah . 32.12 (815.9) 8.56 (217.5) 27.12 (688.9) 508 (230.43) 1A-85-69 407531607 407531599 2 V, 2890 Ah 34.38 (873.3) 8.56 (217.5) 27 .12 (688.9) 598 (271.25) 1A-85-7.5 407531623 407531615 2 V, 3145 Ah 36.62 (930.2) 8.56 (217 .5) 27 .12 (688.9) 557 (252.66) 1A-85-81 407531649 407531631 2 V. 3405 Ah 38.88 (987.6) 8.56 (217.5) 27.12 (688.9) 639 (289.85) 1A-85-87 407531805 407531797 2 V, 3675 Ah 41.12 (1044.5) 8.56 (217.5) 27.12 (688.9) 683 (309.81) 1A-85-93 407531821 407531813 2 V. 3935 Ah 43.38 (1101.9) 8.56 (217.5) 27 .12 (688.9) 724 (328.41) 1A-85-99 407531847 407531839 2 V, 420.0 Ah 45.62 (1158.8) 8.56 (217.5) 27 .12 (688.9) 770 (349.27) • Add the suffix -28 to specify Low Oxygen Index 28. t Top-mount framework is 26" wide and will overhang these modules. Note: The model number is broken down as follows: In the model 6A-75-15-28, 6 = voltage code (1 = 2 V, 3 cells in parallel; 3 = 6 V, 3 cells in series; 6 = 12 V, 6 cells in series) -75 = the plate type (75 Ah or 85 Ah) -15 = the number of plates per cell -28 = Low Oxygen Index (LOI) case material Lucent Technologies Unigy II Accessories Ordering Information* Comcode Descrietion 847674777 Mounting hardware kit to attach a framework' to the toe of a 75 Ah Unigy II batte!}'. 847674785 Mounting hardware kit to attach a framework' to the toe of a 85 Ah Unigy II batte!}'. 847598265 White framework used on JB5500D-3, .H569-422 (-48 V), and H569-424 (+24 V) Batte!}'. Plants 847507522 Gray framework used on H569-420 (+24 V) batte!}'. elant • Modules with top-mount framework are only available with side-mount terminal plate assemblies. t Framework is 42" high and.26" wide with 22 5/16 mounting centers. Framework.is available in both white and gray. 4 75 Ah Plate Modules Unigy II Discharge Rates in Amperes 75Ah Ameeres to 1.75 Voltage eer Cell@ 25 "C (77 "F) Cell T;tee Nom.AhCae. 24 hr. 12hr. 10 hr. 8 hr. 6 hr. 5 hr. 4 hr. 3 hr. 2 hr. 1 hr. 6A-75-5 160 8 14 16 20 25 28 33 41 54 87 6A-75.7 235 12 . 21 25 29 37 42 50 61 80 130 6A-75-9 310 16 28 33 39 49 56 66 82 107 174 6A-75-11 390 20 . 35 41 49 61 70 83 102 134 217 6A-75-13 470 23 42 49 59 73 84 100 123 161 261 6A-75-15 550 27 50 57 69 86 98 116 143 187 304 3A-75-17 630 31 57 66 79 98 112 133 163 214 347 3A-75-19 705 35. 64 74 88 110 127 150 184 241 390 3A-75-21 785 39 71 82 98 122 141 166 204 268 434 3A-75-23 865 43 78 90 108 135 155 183 225 295 478 3A-75-25 945 47 85 98 118 147 169 200 245 321 521 3A-75-27 1025 51 92 107 128 159 183 216 265 348 564 3A-75-29 1100 55 99 115 138 171 197 233 286 375 608 3A-75-31 1175 59. 106 123 147 184 211 250 306 402 651 3A-75-33 1255. 63. 113 131 157 . 196 225 266 327 428 694 75Ah Ameeres to 1. 78 Voltage eer Cell @ 25 "C (77 "F) Cell Tiee Nom. Ah Cae. 24 hr. ·12 hr. 10 hr. 8 hr. 6 hr .. 5 hr. . 4 hr. 3 hr. 2hr. 1 hr. 6A-75-5 160 8 14 16 19 23 27 31 38 51 80 6A-75-7 235 11 20 24 28· 35 40 47 58 76 120 6A-75-9 310 15 27 31 38 47 53 63 77 101 160 6A-75-11 390 19 34 39 47 59 67 79 96 126 200 6A-75-13 470 22 41 47 57 70 80 94 115 151 240 6A-75-15 550 26 48 55 66 82 94 110 135 176 280 3A-75-17 630 30 54 63 75 94 107 126 154 201 320 3A-75-19 705 34 61 71 85 . 105 120 141 173 227 360 3A-75-21 785 ·37 68 79 94 11.7 134 157 192 252 400 3A-75-23 865 41 75 86 104 129 147 . 173 212 277 440 3A-75-25 945 45 82 94 113 140 160 188 231 302 480 3A-75-27 1025 49 88 102 123 152 174 204 250 327 520 3A-75-29 1100 52 95 110 132 164 187 220 269 352 560 3A-75-31 1175 56 102 118 141 175 201 235 298 377 600 3A-75-33 1225 60 109 126 151 187 214 251 308 402 640 75Ah ·Amperes to 1.81 Voltage per Cell @ 25 ~ (77 "F) Cell T.:tee Nom. Ah Cae. 24 hr. 12 hr. 10 hr. 8 hr. 6 hr. 5 hr. 4 hr. 3 hr. 2 hr. 1 hr. 6A-75-5 160 7 13 16 19 23 26 31 38 49 76 6A-75-7 235 11 20 23. 28 35 39 46 57 74 114 6A-75-9 310 15 27 . 31 37 46 53 62 75 98 153 6A-75-11 390· 19 34 39 47 58 66 77 94 123 191 6A-75.13 470 22 40 47 56 69 79 93 113 147 229 6A-75-15 550 26 47 54 65 81 92 108 1.32 172 267 3A·75-17 630 30 54 62 74 92 105 124 151 196 305 3A-75-19 705 33 60 70 84 104 118 139 170 221 343 3A-75-21 785 37 67 78 93 115 131 154 189 245 381 3A-75-23 865 41 74 86 102 127 145 170 207 270 420 3A-75-25 945 45 80 93 112 138 158 185 226 294 458 3A-75-27 1025 48 87 101 121 150 171 201 245 319 496 3A-75-29 1100 52' 94 109 130 161 184 216 264 343 534 3A-75-31 1175 56 101 117 140 173 197 232 283 368 572 3A-75-33 1255 59 107 124 . 149 184 210 247 302 392 610_ 6 Unigy II Discharge Rc1tes in Amperes 75Ah Ameeres to 1.84 Voltage eer Cell @ 25 "C (77 'f) Cell T1ee Nom .. Ah cae. 24 hr. 12 hr. 10 hr. 8 hr. 6 hr. 5 hr. 4 hr. 3 hr. 2 hr. 1 hr. 6A-75-5 160 7 13 15 18 23 26 30 37 48 71 6A-75-7 235 11 20 23 27 34 39 45 55 71 106 · 6A-75-9 310 15 . 26 30 36 45 51 60 73 95 142 6A-75-11 390 18 33 38 45 56 64 75 91 119 177 6A-75-13 470 22 39 46 54 68 77 90 110 ,143 213 6A-75-15 550. 26 46 53 63 79 90 105 128 166 248 3A-75-17 630 29 53 61-72 90. · 103 · 120 146 190 283 3A-75-19 705 33 59 68 82 101 116 135 165 214 319 3A-75-21 785 36 . 66 76 91 112 129 150 183 237 354 3A-75-23 865 40. 72 84 100 124 141 165 201 261 390 3A-75-25 945 44 79 91 109 135 154 180 219 285 425 3A-75-27 1025 47 85 99 118 146 167 195 238 309 461 3A-75-29 1100 51 92 106 127 157 180 210 256 332 496 · 3A-75-31 1175 55 99 114 136 169 193 225 274 356 531 3A-75-33 1255 58 105 122 145 180 206 240 293 380 567 75Ah Ameeres to 1.88 Voltase per Cell @ 25 ,: (77 'f) . Cell T1ee Nom. Ah Cae • 24 hr.-12 hr. 10 hr. 8 hr. 6 hr. 5 hr. 4 hr. 3 hr. 2 hr. 1 hr. 6A-75-5 160 7 13 15 17 22 24 29 34 44 66 6A-75-7 235 11 19, 22 26. 32 37 43 51 66 99 6A-75-9 310 14 25 29 35. 43 49 57 69 88 132 6A-75-~1 390 18 32 36 43 54 61 71 86 110 165 6A~75-13 470 21 38 44 52 65 73 85 103 132 198 6A-75-15 550 25 44 51 61 75 86 100 120 154' 231 3A-75-17 630 28 50 58. 69 86 98 114 137 176 264 3A-75-19 705 32 57 65 78 97 110 128 154 198 297 3A-75-21 -785 35 63 73 87 107 122 142 171 220' ·330 3A-75-23. 865 39. 69 80 95 118 135 156 189 241 363 _l 3A-75-25 945 42 76 87 104 129 147 171 206 263 396 3A-75-27 1025 46 82 95 113 140 159 185 223 285 429 3A-75-29 1100 49 88 102 121 150 171 199 240 307 462 3A-75-31 1175 53 95 109 130 161 183 213 257 329 495 3A-75-33 1255 56 101 116 139 172 196 228 274 351 528 75Ah Amperes to 1.90 Voltase per Cell @ 25 "C (77 'f) Cell Tiee Nom. Ah Cae. 24 hr .. .12 hr. 10 hr. 8 hr. 6 hr. 5 hr. 4 hr. 3 hr. 2 hr. 1 hr. 6A-75-5 160 7 12 14 17 21 23 27 32 41 59 6A-75-7 235 10 18 21 25 31 35 41 48 62 88 6A-75-9 310 14 24 28 33 41 47 54 65 82 118 6A-75-11 390 17 31 35 42. 52 58 68 81 102 147 6A-75-13 470 20 37 42 50 62 70 81 97 123 177 6A-75-15 550 24 43 49 58 72 82 95 113 143 206 3A-75.-17 630 27 49 56 67 83 93 108 129 164 235 3A-75-19 705 31 55 63 75 93 105 122 145 184 265 3A-75-21 785 34 61 70 83 103 117 135 161 205 294 3A-75s23 865 38 67 77 92 113 128 149 178 225 324 3A-75-25 ·. 945 41 73 84 100 124 140 162 194 245 353 3A-75-27 1025 44 79 91 108 134 152 176 210 266 383 3A-75:29. 1100 48· 66 98 117 144 163 189 226 286 412 3£\-75-31 1175 51 92 105 125 155 175 203 -242 307 441 3A-75-33 1255. 55 98 112 133 165 _ 186 216 258 327 471 7 i . J Unigy II Discharge Rates :in Amperes 75Ah Ameeres to 1.94 Volta9e per Cell@ 25 "C (77 'f) Cell Tiee Nom. Ah Cae. 24 hr. 12 hr. 10 hr. 8 hr. 6 hr. 5 hr. 4 hr. 3 hr. 2 hr. 1 hr. 6A-75-5 160 6 11 13 15 19 21 24 29 36 52 SA-75-7 235 9 17 19 23 28 31 36 43 54 78 SA-75-9 310 12 22 26 30 37 42 48 57 72 104 SA-75-11 390 16 28 32 38 47 52 60 71 90 130 SA-75-13 470 19 33 38 45 56 63 72 86 108 156 SA-75-15 550 22 39 45 53 55·· 73 84 100 126 182 . 3A-75-17. 630 25 44 51 60 74 84 96 114 144 208 3A-75-19 705 28 50 58 68 84 94 108 129 162 234 3A-75-21 785 31 56 64 75 93 105 120 143 180 260 3A-75-23 865 34 61 10 83 102 115 132 157 198 286 3A075-25 945 37 67 77. 90 112 126 144 171 216 312 1 • ! 3As75-27 1025 40 72 83 98 121 136 156 186 234 338 3A-75-29 1100 43 78 89 106 130 146 168 200 252 364 3A-75-31 1175 47 83 96 113 139 157 180 214 270 390 3A-75-33 1255 50 89 102 121 149 167 192 229 288 416 85 Ah· Plate Modules 85Ah Ameeres to 1.75 Volta9e per Cell@ 25 "C (77 'f) Cell tiee Nom.AhCae. 24 hr. ·12 hr. 10 hr. 8 hr. 6hr. 5 hr. 4 hr. 3 hr. 2 hr. 1 hr. j.· 6A-85-7 265 13 24 27 33 41 47 56 68 90 139 6A-85-9 . 350 17 32 37 44 55 63 74 91 119 185 SA-85-11 · 440 22 40 46. 55 68. 78 93 114 149 231 6A-85-13 530 26 47 55 66 ·82 94 111 137 179 278 ·1 6A-85-15 615 31 55 64 77 95 110 130 159 209 324 ! 3A-85-17 695 35 63 73 87 109 125 148 182 239 370 3A-85-19 785 39 71 82 98 123 141 167 205 268 . 417 3A-85-21 875 44 79 91 109 136 157 185 228. 298 463 3A-85-23 960 48 87 100 120 150 172 204 250 328 509 3A-85-25 1050 52 95 110 131 164 188 222 273 358 555 3A-85-27 11.35 57 103 119 142 177 204 241· 296 387 602 3A-85-29 1225 61 111 128 153 191 219 259 319 417 64ff 3A-85-31 1310 65 J18 137 164 204 235 278 341 447 694 3A-85-33 1400 70 126 . 146 175 218 250 296 364 477 740 1A-85-39 1585 78 142 164 197 245 282 333 410 536 833 1A-85-45 1845 92 166 192 230 286 329 389 478 626 97 1A-85-51 2095 105 189 219 262 327 376 444 546 715 1111 1A-85-57 2360 118 213 247 295 368 423 500 615 804 1250 1A-85-63 2625 131 237 274 328 409 470 555 683 894 1388 1A-85-69 2890 , 144 260 301 361 . 449 517 611 751 983 1527 1A-85~75 3145 157 . 284 329 393 490 564 666 819 1073 1666 1A-85-81 3405 170 308 356 426 531 611 722 888 1162 1805 1A-85-87 3675. 183 332 383 459 572 658 777 · 956 1251 1944 . 1A-85-93 3935 196 355 4'11 492 613 705 833 1024 1341. 2083 1A-85-99 4200 209 379 438 525 654 751 888 1029 1430 2221 8 j. Unigy II Discharge Rates in Amperes BS Ah Amperes to 1.84 Volta~e per Cell @ 25 "C (77 'f) Cell Ttee Nom. Ah Cae. 24 hr. 12 hr. 10 hr. 8 hr. 6 hr. 5 hr. 4 hr. 3 hr. 2 hr. 1 hr. 6A-85-7 265 13 23 26 31 39 44 52 63 81 120 6A-85-9 350 17 30 35 42 52 59 69 84 109 160 6A-85-11 440 21 38 44 52 65 74 86 105 136 200 6A~85-13 530 25 45 52 62 78 88 104 126 163 240 6A-85-15 615 29 53 61 73 90 103 121 147 190 280 3A-85-17 695 34 60 70 83 103 · 118 138 168 217 320 3A-85-19 785 38 68 79 94 116 133 155 189 244 360 3A-85-21 875 42 76 87 104 129 147 173 210 271 400 3A-85-23 960 46 83 96 114 142 162 190 231. 298 440 3A-85-25 1050 50 91 105 125 155 177 207 252 325 480 3A-85-27 1135 55 98 114 135 168 192 224 273 352 520 3A-85-29 1225 59 106 122 146 181 206 242 294 379 560 3A-85-31-1310 63 113 131 156 194 221 259 315 . 406 600 3A-85-33 . 1400 67 121 140 166 207 236 276 336 433 640 1A-85-39 1585 76 136 157 187 232 265 311 378 488 720 1A-85-45 1845 88 159 183 218 271 310 362 441 569 840 1A-85-51 2095 101 181. 210 · 249 310 354 414 504 650 960 1A-85-57 2360 113 204 236_ 281 349 398 466 567 731 1080 1A-85-63 2625 126 226 262 312 387 442 518 630 812 1200 1A-85-69 2890 138 249 288 343 426 486 569 693 894 1320 lA-85-75. 3145 151 272 314 374 465 531 · 621 756 975 1440 1A-85-81 3405 164 294 340 405 503 575 673 · 819 1056 1560 1A-85-87 3675 176 317 367 437 542 619 725 882 1137 1680 1A-85-93 .3935 189 340 393 468 581 663 776 945 1218 1800 1A-85-99 4200 201 . 362 419 499 620 708 828 1008 1300 1920 85Ah Amperes to 1.88 Volta~e per Cell @ 25 "C (77 'f) . Cell 1Yee Nom. Ah Cae. 24 hr. 12 hr . 10 hr. 8 hr. 6 hr. 5 hr. 4 hr. 3 hr. 2 hr. 1 hr .. 6A-85-7 265 12 22 25 30 37 42 49 59 75 107 6A-85-9 350 16 29 33 40 49 56 66 79 100 143 6A-85-11 440 20 36 42 so 62 70 82 98 125 179 6A-85-13 530 24 43 50 60. 74 84 98 118 150 214 6A-85-15 615 28 51 59 70 86 98 115 138 175 250 3A-85-17 695 32 58 67 79 99 112 131 157 200 286 3A-85-19 785 36 65 75 89 111 126 147 177 225 321 3A-85-21 875 40 72 84 99 123 140 164 197 250 357 3A-85-23 960 44 _80 92 109 136 154 180 216 275 393 3A-85-25 1050 4.8 -87 100 119 148 168 196 236 300 429 3A-85-27. 1135 52 94 109 129 160 182 213 256 325 464 3A-85-29 1225 56 101 117 139 173 196 229 275 350 500 3A-85-3J 1310 60 108 125 149 185 210 245 295 375 536 3A.85-33 · 1400 64 116 134 159 197 224 262 315 400 571 1A-85-39 1585 72 130 150 179 222 253 295 354 450 643 1A-85-45 1845 84 152 176 209 259 295 344 413 525 750 1A-85-51 2095 96 173 201 238 296 337 393 472 600 857 1A-8s~s1 2360 109 195 226 268 333 379 442 531 675 964 1A-85-63 2625 121 217 251 298 370 421 491 590 750 1071 1A-85-69 2890 133 238 276 328 407 463 540 649 825 1178 1A-85-75 3145 145 260 301 357 444 505 589 708 900 1286 1A-85-81 3405 157 282 326 387 481 547 638 767 975 1393 1A-85-87 3675 169 304 351 417 518 589 687 826 1050 1500 JA-85-93 39.35 181 325 376 447 555 631 736 885 1125 1607 1A-85-99 4200 193 347 401 477 592 673 785 944 1200 1714 10 Unigy II Discharge Rates in Amperes 85Ah Amperes to 1.90 Voltaf!e per Cell @ 25 'C (77 'f) Cell Tlee Nom. Ah Cae. 24 hr. 12 hr. · 10 hr. 8 hr. 6 hr. 5 hr. 4 hr. 3 hr. 2 hr. 1 hr. 6A-85-7 265 12 _ 21 24 29 36 40 46 55 69 97 6A-85-9 350 16 28 32 38 47 53 62 74 93 129 6A-85-11 440 20 35 40 48 59 67 77 92 116 161 6A-85-13 530 23 42 48 57 71 80 93 110 139 194 6A-85-15 615 27 49 57 67 83 94 108 129 162 226 3A-85-17 695 31 56 65 76 95 107 124 147 185 258 3A-85-19 785 35 63 73 86 107 120 139 · 165 208 291 3A-85721 875 39 70 81 96 118 134 154 184 231 323 3A-85-23 960 43 77 89 105 130 .147 170 202 254 355 3A-85-25 1050 47 84 97 115 142 160 185 221 277 387 3A-85-27 1135 51 91 105 124 154 174 201 239 300 420 3A-85-29 1225 55 98 113 134 166, 187 216 257 323 452 3A-85-31 -1310 59 105 121 143 178 201 232 276 346 484 3A-85-33 1400 62 112 129 153 189 214 247 294 369 516 1A-85-39 1585· 70 126 145 172 213 241 278 331 416 581 1A-85-45 1845 82 147 170 201 249 281 324 386 485 678 1A-85-51 2095 94 168 194 229 284 321 370 441 554 775- 1A-85-57 2360 105 189 218 258 320 361 417 496 623 872 1A-85-63 2625 117 210 242 ·. 287 355 401 463 551 692 968 1A-85-69 2890 · 129 231 266 315 391 441 509 607 762 1065 · 1A-85-75 3145 140 252 291 344 426 481 556 662 831 1162 1A.85-81 3405 152 273 315 373 462 522 602 717 900 1259 1A-85-87 3675 164 295 339 401 497 562 648 772 969 1356 I 1A-85-93 3935. 175 316 363 430 533 602 694 827 1038 1453 I·. 1A-85.99 4200 187 337 387 459 568 642 741 882 1108 1549 I 85Ah Amperes to 1.94 Voltase eer Cell @ 25 'C (77 ''f) Cell T~ee. 'Nom. Ah Cae. 24 hr. 12 hr. 10 hr. B hr. 6 hr. 5 hr. 4 hr. 3 hr. 2 hr. 1 hr. 6A-85-7 265 11 19 22 26 32 36 42 50 62 84 6A-85-9 350 14 26 29 35 43 48 56 66 83 112 6A-85-11 440 18 32 37 43 54 60 69 83 103 140 6A-85-13 530 21 38 44 52 64 72 83 99 124 168 6A-85-15 615 25 45 51 61 75 84 97 116 144 196 3A-85-17 695 28 51 59 69 86 96 111 133 165 224 3A785-19 785 32 57_ 66 78 96 108 125 149 185 252 3A-85-21· 875 35 64 73 86 107 120 139 166 206 280 3A-85-23 960 39 70 · 81 95 118 132 153 182 227 308 3A-85-25 1050 42 76 88 104 128 144 166 199 247 336 3A-85-27 1135 46 83 95 112 139 156 180 215 268 364 3A-85-29 1225 49 89 103 121 150 168 194 232 288 392 3A-85-31 1310 53 96 110 130 160 180 208 249 309 420 3A-85-33 1400 56_ 102 117 138 171 192 222 265 329 448 1A-85-39 1585 63 115 132 156 193 216 250 298 371 504 1A-85-45 1845 74 134 154 182 225 252 291 348 432 588 1A-85-51 2095 84 153 176 207 257 288 333 398 494 672 1A-85-57 2360 95 172 198 233 289 324 374 447 556 756 1A-85-63 2625 106 191 220 259 321 360 416 497 617 840 1A-85-69 2890 116 210 242 285 353 396 457 547 679 924 1A-85-75 3145 127 229 264 311 385 432 499 597 741 1008 1A-85-81 3405 137_ 248 286' ,· 337 417 468 541 646 802 1092 1A-85-87 3675 148 268 308 363 449 504 582 696 864 1176 1A-85-93 3935 158 287 330 389 481 540 624 746 926 1260 1A-85-99 4200 169 306 352 415 513 576 665 795 988 1344 11 Unigy II Battery Warranty lnformatio.rt (See product manual for cor:nplete warranty.) Warranted · Annual Average of Daily · Full Replace Pro-Rata Replace Yrs. of Life Maximum Battery Temp.* Portion Portion 20 Yrs. 25 'C · (77 'F) 2 Yrs. 18 Yrs. 10 Yrs. 32 'C (90 'F) 1 Yr.. 9 Yrs. 4 Yrs. 43 'C (110 'F) 0 Yr. 4 Yrs. 1 Yr. 50 'C (122 'F) 0 Yr. 1 Yr. • Warranty is void if battery temperature exceeds 57 'C ·(135 'F). ~ Protect Our Envir~nment: Recycle All Spent Batteries at an " E.P.A.-Permitted Recycling Facility. For additional information, contact your Lucent Technologies Account Manager or the following: POWER SYSTEMS UNIT: Network Products Group, Lucent.Technologies Inc., 3000 Skyline Drive, Mesquite, TX 75149, USA INTERNET: +1·800.526-7819 (Outside U.S.A.: +1-972-2114-2900, FAX + 1-972-329-8202) (product-related questions or technical assistance) http://www.lucent.com/networks.power JAPAN: techsupport•lucent.c:om . Lucent Technologies Singapore Pte. Ltd., 750A Chai Chee Road #05-01, Chai Chee Industrial Park, Singapore 469001 Tel. (65) 240 8041, FAX (65) 240 8053 . Lucent Technologies Japan Ltd., Mori Building No. 25, 4-30, Roppongi 1-chome, Minato-ku, Tokyo 106-8508, Japan ·Tel .. (81) 3 5561 3000, FAX (81) 3 5561 4387 . E-MAIL: ASiA PACIFIC: LATIN AMERICA: Lucent Technologies Inc., Room 416, 2333 Ponce de Leon Blvd., Coral Gables, FL 33134, USA Tel. +1•305-569-4722, FAX +1-305-569-3820, EUROPE: Data Requests: DATALINE: Tel. (44) 1189 3~4 299, FAX·(44) 1189 328 148 Technical Inquiries: GERMANY: (49) 89 95086 0 (Munich), UNITED KINGDOM: (44) 1344 865 900 (Ascot), FRANCE: (33) 1 40 83 68 00 (Paris), SWEDEN: (46) 8 594 607 00 (Stockholm), . FINLAND: (358) 9 4354 2800 (Hel~inki), ITALY: (39) 02 6608131 (Milan), SPAIN: (34) 91 807 1441 (Madrid) Lucent Technologies Inc. reserves the right to make changes to the product(s) or0lnformatlon contained herein without notice. No liablllty is assumed as a result of their use or application. No rights under any patent accompany th~ sa_le of any such product(s) or information. Copyright C> 1999 Lucent Technologies Inc. All Rights Reserved Printed in U.S.A. D$98-391 LIN (replaces DS95-187LIN) ·~ Printed on Recycled Paper Lucent Technologies Bell Labs Innovations 0 ; ' . ,· . l.. ~-, ~, : ' '. --' , ... • t ' :··· .• ~ , ;:{iJ;;r .. -=--~-~::-: ·-:;-,, .. · City of Carl$l>ad_ '.··. ··~·:.,i(' -· -· ~ Questions below refer to work being done for this permit only. Plumbing • Number of new or relocate I °f· • New building sewer line? . Yes X No--'--_ • Number of roof drains? • Install/alter water line? Yes X No __ _ • Number .of water heaters? • Number of hose bibs? • Gas piping system -install Repair • Number of new or relocated gas outlets • New water m~ter -11-0 No'. of ________ Size Potable Jrrigation Electrical· • .. Number of new :P~els or subp~els? .\ . -M&\ i2 Size of New, Service :' ··_: ·· ;}~V'. · _· · • Single j?h~se · . , • . Three Phase · Cl · <::~~i~h~e_:--48?) _ _ .-------._ . • ·. 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