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1891 RUTHERFORD RD; ; CB991613; Permit
City of Carlsbad 06/17/1999 Commercial/Industrial Permit Permit No: CB991613 Building Inspection Request Line (760) 438-3101 Job Address: 1891 RUTHERFORD RD CBAD 0943 06/17/99 0001 01 Permit Type: Parcel No:· Valuation: Occupancy Group: Project Title: Applicant: Tl Sub Type: COMM 2121203600 Lot#: O Status: $681,968.00 Construction Type: VN Applied: B/F1/S1 Reference#: Entered By: ISIS PHARMACEUTICALS Plan Approved: 20,856 SF OFFICE Tl, AND ADD 3,500 SF 2ND FLOOR Issued: Inspect Area: Owner: C-PRMT ISSUED 04/28/1999 JM 06/17/1999 06/17/1999 CHIML Y RANDY DJ.\lEBSIFIED CARLSBAD 47&48 LL C ~C/0 WILLIAM--T-SCHANTZ 8810 RECHO ROAD SAN DIEGO CA 92121 619-677-9880 /4 tf.I0GJl:~ES~EVV~#101 fry\\? ~~~,o "', ~ ,,, _ ~ <{., if0 \ $0.00 $0.00 $0.00 $0.00 $0.00 $12,411.82 $0.00 $7,260.00 $0.00 $3,300.00 $167.00 $410.00 $232.50 $0.00 $23,742.88 $53,297.09 Date: FINAL APPROVAL ·~/2/t--Z> > 7 Clearance: _____ _ NOTICE: Pleas ke 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 Carisbad 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. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 51812u09 . ·, ,! .. POOR . · .QUALITY . · . . . ' · · O·RIGINAL S . . • ··::!'- .,. ·vo/fXJ3D -. --. - ;PERMIT A~~LIC~ TlpN . CITY OF CARLSBAD· BUILDING DEPARTMENT .2075 Las Palmas Dr., Carlsbad CA 92009 '{760) 438-1161 EST. VAL ...t.!~--.~.£.::JC~~,..,.-,"7"J-F' ---i===:r-...i+-~' ', 43 -Total #' of units 1485 .. 00 # of Bathrooms 10 I have and will maintain a certificate of consent to self-insure for workers' cqmpens.ation as provided t)y S~ction 370Q of the Labor Code, for the performance of the work for which this permit is issued. ·D I have and will maintain workers' compensation, as required-by Section 3700 .of the Labor Code, for the performance of the work for which this perm'it is issued. My worker's compensation insurance carrier and policy number are: Insurance Company_____________________ Policy No.____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR.LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. • · · WARNING: Failure to-secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor i;ode, interest.and attorney's fees. SIGNATURE. ______________________________ DATE ___ -.,. _____ _ rz:~J:iW . .ft~Q~.!3.V!~.PJ;ff:'PECIJ\.R4i:t~ir{ . > __ .. , ,_. -~ "· __ :·:,: ,·: ,,, , I hereby affirm that I am exempt from the Contractor'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 Law does not apply to· an own(!r of property who bui!ds 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).. D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, flusiness and Pr9fessions 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(sl licensed , pursua11t 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. D YES ONO 1 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted _with the following perso.n (firm) to provide the proposed construc.t,ion (include name / ac;ldress /_ phone nµmber / contr<'!ctors licens(:! 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)=--------------------------~------------------------------ , PROP.ERTY OWNER SIGNATURE __ ~---~-----~~-------- : ~QMP,!/gJJ[tfi1.~'.-:s~:c:nt>1ffoa:/JQ!l.:/ff$/d1;1V;ttA1;~UJ(o1NG1PiiR~1t{oJ11~t-·:. :::·:·;_ · .. · 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? 0 YES O NO Is the faciUty to Pfil constructed within 1,000 feet of the outer boundary of a sc~ool 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. ffi2,CjNS,Tf!l;lp.TJOMil:l;,_N.PJNGAGl:NCY.: .. , ',, ;.,,., ·-----' , ',," ," -,:~,."."" .~' :.,,, I hereby affirm -that there is a construction lending agency for the performance of the work for yvhich t~is permit is issued (Sec. 3097(i) Civil Code). tENDER'S NAME _____________ _ LENDER'S ADDRESS 1~"" < ·~J'.P.tlQ~~T.Q!i.lll.0=.1,Qp.,T,tQN -.-::.·.~:~: :;·.~ ,· :~~-:'.-.-, I certify that ·1 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 repri;sentatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS 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 EXPIRATION: Every permit issued "'t work authorized by such permit i , or abandoned-at any time after · vations over 5'0" deep.and demolition-or construction of structures ova~ 3 stories in height. ovisions of this Code shall ·expire by limitation and become null and void if the building or the date of such permit or if the building or work authoriz a by su permit is suspended 180 days Ii 106.4.4 Uniform Building Code). , PINK: Finance lnsp~ctiqn. List Permit#: CB991613 Type: Tl COMM ISIS PHARMACEUTICALS 20;856 SF OFFICE Tl, AND ADD 3,500 SF 2 Date. Inspection Item lnspect9r Act Comments 3/31/2000 89 Final Combo TP AP 3/29/2000 89 Final Combo TP NR 3/28/2000 89 Final Combo TP NS 3/28/2000 89 Final Combo RI 2/15/2000 89 Final Combo TP NR REQ ROOF SCREEN FOR FINAL 2/4/2000 89 Final Combo TP NR PLNS,SPECS 2/3/2000 89 Final Combo TP NS CONTACTED OWNER 10/18/1999 89 Final Combo TP co SEE NOTICE SYSTEM FURN 10/14/1999 89 Final Combo PS co TIM NEEDS TO FINAL 10/13/1999 89 Final Combo PS NS ROLL TO 10/14/99 9/17/1999 89 Final Combo · TP co 9/16/1999 89 Final Combo TP co 9/14/1999 34 Rough Electric TP AP ELECT ON ROOF 9/14/1999 44 Rough/Ducts/Dampers TP AP UNITS ON ROOF 9/7/1999 14 Frame/Steel/Bolting/Weldin TP AP T-BAR CEIL AREA 3 9/7/1999 24 Rough/Topout TP WC 9/7/1999 34 Rough Electric TP AP CEIL LITES AREA 3 9/7/1999 44 Rough/Ducts/Dampers TP AP DUCTS, PLMNS AREA 3 9/3/1999 14 Frame/Steel/Bolting/Weldin TP PA T-BARCEIL 9/3/1999 24 Rough/To pout TP WC 9/3/1999 34 Rough Electric TP PA CEIL LITES 9/3/1999 44 Rough/Ducts/Dampers TP PA Dl:JCTS, PLMNS, HPS 9/1/1999 14 Frame/Steel/Bolting/Weldin TP NR 9/1/1999 29 Final Plumbing TP NR 8/26/1999 34 Rough Electric TP AP SUB, TRANS ELECT RM 8/26/1999 34 Rough E;lectric TP AP MAIN, SUBS MTR RM 8/23/1999 14 Frame/Steel/Bolting/Weldin TP PA T-BAR CEIL AREA 2 8/23/1999 24 Rough/Topout TP WC 8/23/1999 34 Rough Electric TP PA CEIL LITES AREA 2 8/23/1999 44 Rough/Ducts/Dampers TP PA DUCTS, PLMN AREA 2 8/16/1999 16 Insulation PS AP STAIRS & STORAGE 8/12/1999 14 Frame/Steel/Bolting/Weldin TP AP CEIL AREA 1 8/12/1999 14 Frame/Steel/Bolting/Weldin TP AP MTL FRM @ STRS 1 8/12/1999 34 Rough Electric TP AP CEIL LITES AREA 1 8/12/1999 44 Rough/Ducts/Dampers TP AP DUCTS, PLMNS AREA 1 8/11/1999 14 Frame/Steel/Bolting/Weldin TP co 8/11/1999 34 Rough Electric TP co 8i9/1999 16 Insulation TP WC 8/9/1999 44 Rough/Ducts/Dampers TP AP S & R, PLMNS AREA 3 & 4 8/5/1999 14 Frame/Steel/Bolting/Weldin DH AP AREA 3 &4 8/5/1999 34 Rough Electric DH AP 8/3/1999 16 Insulation PS AP 8/2/1999 16 Insulation TP NR 7/30/1999 14 Frame/Steel/Bolting/Weldin TP AP RM 140, 103, 168 Friday, March 31, 2000 Page 1 of2 7/30/1999 34 Rough Electric TP AP 7/30/1999 44 ~ough/Ducts/Dampers TP PA WRAP DUCT @ 155 7/26/1999 84 Rough Combo DH AP BATH LIDS 7/23/1999 14 Frame/Steel/Bolting/Weldin TP AP 2ND FLR MEZ DECK SHTING 7/23/1999 17 Interior Lath/Drywall· TP WC 7/22/1999 11 Ftg/Foundation/Piers TP AP P.G.@CLMNS 7/22/1999 14 Frame/Steel/Bolting/Weldin TP AP 1 ST FLR RESTRMS 7/22/1999 14 Frame/Steel/Bolting/Weldin TP co MEZ DECK SHTING 7/16/1999 14 Frame/Steel/Bolting/Weldin TP PA ROOF REINF QD 1.S AREA 1 FOR MECH 7/16/1999 23 Gas/Test/Repairs TP AP 24 HR TEST 7/16/1999 24 Rough/Topout TP AP 1ST FLR 7/16/1999 44 Rough/Ducts/Dampers TP PA PRE INSUL WRAP QD 1.2 AREA 1 7/15/1999 14 Frame/Steel/Bolting/Weldin TP AP RM 143-150 7/15/1999 31 Underground/Conduit-Wirin TP AP FLR BOXES 7/15/1999 34 Rough Electric TP AP RM 143-150 7/13/1999 16 Insulation TP PA CORR WALLS, CEIL 7/9/1999 14 Frame/Steel/Bolting/Weldin. TP AP WALLS /OFFICES 3-5, E-J LN 7/9/1999 34 Rough Electric TP AP WALLS /OFFICES 3-5, E-J LN 7/7/1999 14 Frame/Steel/Bolting/Weldin TP PA 1 HR TUNNEL 7/7/1999 17 Interior Lath/Drywall TP PA 1 HR TUNNEL TOP LAYER 7/2/1999 16 Insulation TP AP DMZ WALL 6/29/1999 14 Frame/Steel/Bolting/Weldin TP AP 1HR DMZ WALL 6/29/1999 14 Frame/Steel/Bolting/Weldin TP PA UPPER WALL @ 2 HR WALL N SIDE 6/24/1999 11 Ftg/Founqation/Piers TP WC 6/24/1999 12 Steel/Bond Beam TP AP PIP INT SHR WALL 6/21/1999 11 Ftg/Foundation/Piers TP AP PIER FTNS & G.B. 6/21/1999 12 Steel/Bond Beam TP AP PIER FTNS & G.B. 6/18/1999 11 Ftg/Foundation/Piers TP WC 6/18/1999 21 Underground/Under Floor TP AP 6/18/1999 24 Rough/Topout TP PA VENT STACKS Friday, March 31, 2000 Page 2 of 2 ' ·c·ity of Carlsbad Bldg Inspection Request For: 3/2ffl2000' 1/ Permit# CB991613 Inspector Assignment: TP Title: 1s1s' PHARMACEUTICALS Description: 20,856 SF OFFICE Tl, AND ADD 3,500 SF 2ND FLOOR OFFICE --- Type: Tl Sub Type: COMM Job Address: 1891 RUTHERFORD RD Suite: Lot O Location: Phone: 6199906066 Inspector._£_ APPLICANT CHIML Y RANDY Owrier: DIVERSIFIED CARLSBAD 47&48 L L C Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical -- Associated PCRs lns~ection Histo[Y Date Description 2/15/2000 89 Final Combo 2/4/2000 89 Final Combo 2/3/2000 89 Final Combo 10/18/1999 89 Final Combo 10/14/1999 89 Final Combo 10/13/1999 89 Final Combo 9/17/1999 89 Final Combo 9/16/1999 89 Final Combo 9/14/1999 34 Rough Electric 9/14/1999 44 Rough/Ducts/Dampers 9/7/1999 14 Frame/Steel/Bolting/Welding 9/7/1999 24 Rough/Topout 9/7/1999 34 Rough Electric 9/7/1999 44 Rough/Ducts/Dampers 9/3/1999 14 Frame/Steel/Bolting/Weldipg 9/3/1999 24 Rough/Topout Requested By: RON Entered By: ROBIN Act Comments ,4/? += Act lnsp Comments NR TP REQ ROOF SCREEN FOR FINAL NR-TP PLNS,SPEC$ NS TP CONTACTED OWNER co TP SEE NOTICE SYSTEM FURN co PS TIM NEEDS TO FINAL NS PS ROLL TO 10/14/99 co TP co TP AP TP ELECT ON ROOF AP TP UNITS ON ROOF AP TP T-BAR CEIL AREA 3 WC TP AP TP CEIL LITES AREA 3 AP TP DUCTS, PLMNS AREA 3 PA TP T-BARCEIL WC TP .ij Oltlol Cirlsbad ~ ; Flnal Bulldlna Inspection ~•o• "' Dept: BuHding Engineering Planning CMWD St Lite iE!tl Plan Check#: Pennit#: CB991613 Project Name: ISIS PHARMACEUTICALS Address: 1891 RUTHERFORD RD Contact Person: DANNY Phone: 7608016349 Water Dist: CA Sewer Dist: CA Date: Penni! Type: Sub Type: Lot: 0 9/16/99 "Pl!'.l-, COMM .......................................................................................................................................................... Inspected Date By: C' . ~a.!LcL. Inspected: 11) l~l~ Approved: (¼__ Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ lnspecteq Date By: Inspected: . Approved: Disapproved: __ ......................................... ~ ................................................................................................................. . Comments: _______ .,..... ________________________ _ Carlsbad 99-1613 5/12/99 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER= a#: OWNER'$ NAME: 0ef'?>t//J f¼p e-ci-0i . .r,/"{b/7 I, as the 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 (USC) Section 1701.1 for the construction project~oc at site listed above. __ UBC Section 106.3.5. _,,; , ~ .. Signed _ . _ £. . ' / ---1, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by USC Section 1.06.3.5 for the construction project located at the site listed above. Signed ~""""!·M'I· ....... -_. _.·,....._ __ -____ _,,_ ____ _ 1. List of work requiring special inspection: 0" Soils Compliance Prior to Foundation Inspection ~ Structural Concrete Over 2500 PSI D Prestressed Concrete D Structural Masonry D Designer Specified ~ Field Welding Englnee(s/An:llilecl's Seal & Signature Here ~ High Strength Bolting ~Expans_ion/Epoxy Anchors 0 Sprayed-On Fireproofing D Other _____ _ 2. Name(s) of individual{s) or firm{s) responsible for the special inspections listed above:•, . . A. ___________________ ........... ___________________ _ B. ------------------------------------- C. -------------'-------------------------....:....---- 3. .Duties of the special inspectors for the work listed above: A. B. C. ,, ' \JV" \I;. ~1;:.1 l \) · ,:1.::_ 1 JJ • vH::. t:>'.:)ul.ll'W n>u 1-'Hbt l CoNSTRucr10N 1\:sTING & ENGINEERING, 1Nc. ~DIEOO,CA . · llfVIUltJI, CA li[4 Y(pq'lrd ~Yt. 490 2. ~landQ, &llii G i1lllt7 ~.rA~2m ~ .. c,..,,m (760} 7i6-19SS [760) 7~rM (909) 37Hl90 (mJ m-,1~ ,y, .. . . .,:, .. n~~ !. ! .. _.._,,_. ~,.~•·. ll.....a,1ut\,' Cluut,l.nr Pacific Cornerstone Archit~ct}; 6810 Rehco Road. Suite C S1tn Diew.v. C11liforni11 92121 Subiect: Review of Foundation Plans l'ENTI.lltA1 CA 16<1S ~~A,-c. &!IN IOS C/:Qilrd, tA 9393l (SOS) ~7S {iQJ) ~'1016 PA.11 bis Phar.f!la.ceuticals Develonmenl Lot 48, Carlsbad Research Center Carlsbad.' C~Jifornia Rcforem;cs: Foundation Plan Sheets Prer,artd by Hope Engineering Mt, Chun1ley: . TUCY,CA LANCAmJt,C.l 391 W, Lan:h ld, -t2H6 IOU1 St W. 8'.llre 19 IJnllK Tney,CA9m~ I.anew,, ~ ?~ sµ (2c-J) ~}9-2890 (60S) 726-9676 (209} B~ 2ffi IJ,X {BO~) n6-9616 r.u Yiu Facsimile: 619. 6 77 ~9886 As reque1st~d we have reviewed the referenced foundatiQn plans to identify potential contlicts with the intent of our preliminary soils ·report for this prqjeot. Ba!Sed oh our review, the plan$ were generally found consistent with the intent or our soils report for · this prope11y. The opportunity to be of service is appreciated. Should you h.ave questions. please contaot the u,11derslgoed a.t your convenience. C:ONSTRUCTION TF.STING & ENGINEERING,lNC. ~th~n Ooodmacher. RG #o14J e .ior Geologist OEOTECHNICAL AND CONSTJlUCTION ENGINEEl'dNG 'tESTING AND JNSrECTION .)~~, .. ,......., .~ ~\.--~ ... ~..,, 4~,.....,. -:--...~ .. :~ --.:;:;~~ ..... .:;,::;.;:;;:, -~ ~ ~ .. ;;~ ·~-,. . -~~· ~~ ...... ~ · ·., r ,....,. ... v•~~~ ... ·~tt~· ... 1,~ .... ,.1..J-,~f.:M:~-'!"'~....,. . ._,, • ·~--.. ...::r· ,.,,-.. •• ~,....,. --~ ... -~ ·~:~'.""'~, .... ~-~-~-~-.-~""'~-··"' ... ~""".:::..r~: -....· ...-...~--· ~./l"': ~~, ~·-.. -~;,,.._,;.•,.._. ~~: ,.:. ::;__:_{..:.., ·. · ,. .... ·~ , •·,:.; .. { i: ·-r:,"':, •·~·: ,, --~ ~ ~ f . ' . ' .,·····";;:a.: .. l .. '';c.,._.,;:.'ff: ~~-------~-· ______________________ . _______________ r ___ --------------·-------------------------------·---------r l SWGR. PNL. IDENTIFICATION Hayward • Fresno • Sacramento Bakersfield • Los Angeles ~~ TEST EQUIPMENT USED ~ --.:2-. ~ .,,..,, ~ ....... ~ .,. w 0 'i !:? ~ ! 0 - "®"'i-' GROUND~F-AUL"t.RELAY INFORMATION ELECTRICAL TEST DATA I ~F~-~y~rz~·-· .. ;-~ .. ··. ·.: .. ·.·:··, : .. ,.:.:,;;.:~::.:1.::·,:_1-I AS FOUND I I AS LEFT ~L -1 s9 -· / ,;toci -f:!_~1,-AY p1cK up Se T . ~ ?~E -/:J,,'i:)o. AMrs·t2• j':..::_ ·/_~_,0 SEC RELAY TEST@ /?e>" .. % C/, ,2__/ - CONTROL,V~fAGE, j lRANS "K~' . ~-, / A ;:l_ ...,.,,.."' /) (?' . / ,,,,<() v'd-C. 6 00 V /I' RELAY TEST@ ~ vv · % V ~ / O _,.,· · MONl!TO~J"EL CL FUSES DYE; ~ . . DYES~ ___ J LflELA_'r' "fEST @ % SYSTEM.,C:ONFIGURAIION ,,.--' ' ' -' . ..,,,,,.-: · ~e;f o ~ .:>J:f7;> uG,,;e/e c::- oo AMPS &,· o-c:'J--VOLTS GROUND FAUl,.T RELAY· Sl:TTINGS CURRE'9',,.. .,] '--~0/Z_ TIME &r ,2 s-ee. 7€5~ ~/L~ LE FORM #001-A AG 3 RELAY TRIP@57% CONTROL VOLTAGE NEUTRAL INSULATION RESISTAN(::E MONITOR PANEL OPERATIOI\I NEUTRAL GROUl)JD LOCATION NEUTRAL LINK ACCESSIBILITY SEN,$0R-MOUNTING ··ooA -. ;;200 :·c1~ ,/ ~ ~ z- . \ VISUAL INSPECTION -&R_ A/'67 C ~Pc?4-7 't:'t--' ~"J-- ... -~-·~-·"' --'--5 t:::'l~ .?-/ CJ./$"' -=--~· .. ~,f:' 1--: 0~. &IC' :;. · 1 1 VIII vvJ. I I l;N -r Pt=:l'\r\J.1'11;1 vUl'I.::. I .Ll'fv page 1 ... .,,.--• ---~1'\otlc";//1 lff'OY flw"""'! T~aa4 P.01/02 P•841 FACSIMILE TRANS1'{-lTTAL To: Btuin.1 Con1tractlo11, Inc. · 1891 luthedordlload Clrl1.bad. Call:fomia 92008 Pax No~ 750 .. oos..a293 .A.Un: :Danny Moff'•U Subje«: Torqut Tutla1 Letter l)e&t Danny: Date: 8/26/99 Paaos: 2 · Doc No. l)oc-41 Projoet: ISIS ~rmaceuticals 99-148 To follow, pleue_:flftd our tettorto Inspector Tim Pllillipa _repnii~ the roquired. torque testiq of th.fl new main S'Wltc:hboard. . Pl11ae call ino if you havt any quertiOl'la or de,ire any ohanaes to the letter. Thw: you for your onaomg coordination resatdiPi ihia upect of tho prc>jeot. Bob Spring Projeot~tr .......... . . . ·-·---.... ·- FROM-SOUTHLAND ILiCTRIC INC ,. l)tar Mr. Pblllii,a: 1:Nt lottor ccdrml auttelttzil ottltt bolt:td ~octlom fa the~ elecf.rica1 NtVioc equipment installed tttbca1\ow ..... ~eet. 'l1lll)' ba.w beoli-.CS widia1orque WfOIJCh &1\4 found to be pertllO ~~-. CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• TRACY • CORONA • OXNARD • LANCASTER INSPECTION REPORT PAGE_/ OF _j__ CTE JOB # /t::J -3<t '78' PROJECT NAME: ls,..s fA&<tt1A:4~«h~ REPORT# ___ '----- ADDRESS: 1821 · ~t,(//m-4/ g~ .-, ?tt&l..s/;4-d ARCHITECT: P11i1/J<-t'.:&a.~~..u! . &cl, . ENGINEER: . .#,,,,r:u_ /4 Q/~t~~ ~. / . ./ CONTRACTOR: MiM.,d.7 t4 0?!-4 • INSPECTIONDATE: t, b'f/99. l PLAN FILE: _______________ _ BLDG PERMIT:~--...;;:~:,...;'_g=--=9''-'-91----L-/....:c:~:....<:/ __ :So<.._ __ _ OTHER: _____________ _ ( }OTHER Material Sampling ' (o/') CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS 1J::!rfflJp.-uc>,1ot~ All;.work, unless otherwise noted, complies with the approved plans and specifications and the ,):rr\it'Qmf~llding: code. · _ · · _ _ . NAME: (PRINT) ~ d:r"lny 1 ,#~It~ SIGNATURE: c;;zL 7£ ~. CERTIFICATION NO.: ...s ~ /} ?:2. GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 241-l-VINEYA.RD AVENUE SUITE G ESCONDIDO, CA 92029 (700) 746-4955 FAX \760) 746-9806 CoNSTRucr10N TESTING & ENGINEERING, INC. ESCONDIDQ•TRACY •CORONA •OXNARD •LANCASTER ENGINEERING, INC. · INSPECTION REPORT PAGE I OF { CTE JOB# \0 i'.3qc\QJ - REPORT#~------- PRoJEcr NAME: t ~tt, l1AAW A C.Eu 11 ul b ADDRESS: ) €,£l f l2.v1ltf ~ foym j2,_,P • Uvtl '2 &4 D . 64 · . / . ARCHITECT: -mu 6 L, (,olJB(..,SfO.vb ENGINEER: lAo?f" . CONTRACTOR: 0Ei1 vl,).V?1 l(;A}t,/j• INSPECTION DATE: _ '/,,, 7.-::r \J,Vfi: PLANFIJ.,E: ---~--------'-- BLDG PERMIT: .(_J) 'tq \"' t? OTHER:_-_________ _ ,, ' . ·:.. .. _,, Material Sampling ~ONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( .) STRUCTURAL STEEL ( ) BOLTS ~ ·Certfficatfon,ofComplfance: Alt·wQl'k, unless otherwise noted, complies with the approved plans and specifications and the '.:·:uniform:building code. . . . ' . . ,, . , -. ' ' NAME: <PRINt) ::J: ?o "'1EK--0 CERTIFICATION No_· ...... 1-=D-=SD'---'--o..;...oo_· ..;...I ------- SIGNATURE ::;-:~ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION -, .. 2414 VINEYARD AVENUE SUITE G ESCONDIDO. CA 92029 (760) 746-49'>5 FA.X /76()) 7.u,_qQ,nf, CoNSTRUCT'.ION TESTING & ENGINEERING, INC. ESCONDIDO •TRACY •CORONA •OXNARD •LANCASTER INSPECTION REPORT PAGELoF_f_ CTE JOB # /¢ -. 59:,9J?:: :PROJECT NAME: ..::Z:-.S..Z-S ,',4-,.:, pc qei'c., vis ADDRESS: ,IX: 9/ ,/b-/i,c-6.cc/ Cz c/s .f 2a6 G -~ :/4 ,,. .,,z /? ARCHITECT,_~----------- ENGINEER: ------------- CONTRACTOR: & 9,...-..,~ Gu,..sJ7;--<;~7¼>? INSPECTION DATE: ¢6 ·-/P-9P PLAN FILE: ____________ _ BLDG PERMIT: ______ ,,__ ____ _ OTHER: __ -,---'-------'----~------ Materiai Sampling REPORT#_~Q"""""4~e"'----- ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS · :;~~ot..COmpftance: All work, unless otherwise not09, complies with the approved plans and specifications and the . ;,,:~,:.~tlfi ~--_. . . . . . NAME, (PRINT) ~ ·~ -~ CERTIFICATION NO~~o2:.:;; SIGNATURE ~ ~ L. 7~ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION -. ' . ' -~. . '2414 VINEYARD AVENUE SUITE G ESC'()1'Jl)11)0 r~ CJ'lO?() nr;m 7,•r;_,,,q,;;,;; "'~ Y nr.m .,,< ,w,,< CoNSTRucnoN TESTING & ENGINEERING, INC. ESCONDIDO•TRACY •CORONA •OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT PAGE / o/ CTEJOB# /Q--:Jy"9$?-• PR.OJECT NAME: :C.S J: .') REPORT# ______ _ --~------"-~- ADDRESS: / 89 t R v+Lt.Q.+o, j Ccvl~ ba J. CA ARCifITECT: ____ -"-------~-- ENGINEER: --'----~------'---- CONTRACTOR: B -ear-,t~ - INSPECTION DATE: 2-jj, ... 9 s PLAN FILE: _. -,-,---~___,. ______ _ BLDG PERMIT: . C-89 J J'°ll] OTHER: __ ~--'---'---~------ / ,/..J Material Sampling (~ CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) STRUCTURAL STEEL ( ) BOLTS . Cori~ ,..JYa Al~ o . p I (\.J ~~ c,f; b,n l J \a} 1 V a,r :-·o "-' f' A,+~£,~,;. II ) MASONRY BLOCK )REBAR ,:Cer1iftcatioo of9ompliance: Afl,work, 1,1riJess otherwise noted, complies with the approved lans and specifications and the : unifomipuir~:ting code: . , . NAME: (PRINT) J)g le... 13: ....... J er CERTIFICATION NO· /D'-//3£1/-f?S7. GEOTECH;NICAL ~ CQNSTRUCTION ENGINEER~NG TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO. CA 92029 (760) 746-4955 FAX (760) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO•TRACY •CORONA •OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT PROJECT NAME"""'~l"-'-:0 .--5:;.=+~-5:....,_ __ · __ '£..I...-S-i1-"-'kJ4rl'4-LC~..,._- ADDRESS: ___________ ~_ ARCHITECT: q) A-c i E; Co en/ t:-,tz-sk,,,vt;, ENGINEER: . ~ fZ' CONTRACTOR: . [3 ~i 11/7 INSPECTIONDA~: . 7 -c)../)..-1 :7 PLANFI~E: -----------'------ BLDG PERMIT: __ _,,,C::::;,.___,,:8:::_.__,q'--q~&"--'-/--'-t_3=•- OTHER: ____________ ~_ Material Sampling PAGE OF CTE JOB# /0 .?e/9% REPORT# ___ _;_ __ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS ::~~$>11 ot·~: All· work. unless otherwise noted, complies with the approved p , . .-.~>btilldr · · , code~ : . · : · ' -~!!'~"' , ng ' ' NAME: (PRINT) f /f777PS ,,(An-J 6£,;e-,,r CERTIFICATION NO.: o/'? & fR CJ5?1 I GEOTECHNICAL & CONSTRlJCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO. CA 92029 (760) 746--1-955 FAX i760l 7-1-6-9806 CoNSTRuci10N TESTING & ENGINEERING, INC. ESCONDIDO • TRACY •CORONA •OXNARD •LANCASTER INSPECTION REPORT PROJECT NAME: r_31;5: />Ar,m,;:cue;l;,c>o:c/2 ADDRESS: L?'P/ liw-riechrL L9c~ 6.-t¼,.a,,p ARCHITECT: __ ~---------- ENGINEER: ____________ ~ CONTRACTOR: ',_ga9.,-,,./? -9 Coa, -s-£«c-z1'6>.4 v INSPECTION DATE: ¢f;; -al/ -~9 PLAN FILE: -~-· ---~----'----- BLDG PERMIT:..:d-__ ~·-----~----- OTHER:_. ---------'-------c )~onraii· ·· · .. Material Sampling PAGE _L OF _L CTE JOB# ......,,,,c.../2....,¢""---~• ..... 3'...,.'L'.~.2!:"'--"--- REPORT # ~0-4~~----- ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FI.REPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS · Cet:tification of Compliance: AU work, ·unless otherwise noted, complies with the approved plans and specifi~ations and the .'\iniform building cOde. . , . . . NAME: (PRINT) .J. ~ 7-:' £~ A'S CERTIFiCATION NO·J'~.ZS:::::c;:Z . GEOTECHNICAL & CO:N.STRUCTION ENGINEERING TESTING & INSPECTION CoNsTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO•TRACY •CORONA •OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT PROJECTNAMEt... l.S ;..5 j b ~ ADDRESS: I [ CJ I Ru-t6Y:f'tJM. ~d c~ ARCHITECT: -Pac ,' r:. · c.. C fJ ~/1/tvtC. s-h,,...,,. g_ ENGINEER: t--l c) PE! CONTRACTOR: ~#1 INSPECTIONDATE: 7-/S-'71 PLANFI{.,E: ____________ _ BLDG PERMIT: __ --=C.-~ __ 9_,_9_./.__l.::>=----/_..::3 ___ _ OTHER: _____ ~-------- Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) STRUCTURAL STEEL ( ) BOLTS " 5Z·Z PAGE OF CTEJOB# /c>.Jfl]' - REPORT# __ _;_ ___ _ Ei.ECTROD~-...,.._ .._ ...... · ·----.......:.a-'--..:..-~;.;;;.;;...:.~ lf:/'O;('f ) MASONRY BLOCK ( ) REBAR ~~,-of·~: Alhvotk •. unless otherwise noted, complies with the approved pl :sf.~: buifdr ·. cockt. · ·. · ... ~m~m... . . ffll . . . . . . . NAME: (PRINT) -r ,t}m,:;J' e/.l'fn? 6~r CERTIFICATION NO.: 9606t::JS C) I GEOTECHNJCA.L & CONSTRUCTIO_~ ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (760) 746-4955 F<\X (760) 746-9806 Co~sTRucnoN TESTING & ENGINEERING, INC. ESCONDIDO• TRACY •CORONA •OXNARD •LANCASTER INSPECTION REPORT PAGE OF CTE JOB# I~ ..J~/ ff -J.' REPORT#_______ \ --""""""'"""-'!"'!~~--~~-~ ARCHITECT:~-~--__.,_"-""'-=----=-~---=-- ENGINEER: ----,-+----'-----1--.-:.....;;__ __ ~-- CONTRACTOR: _ __.=--=-~:._._:_---1------ INSPECTION DA TE: --J<----=------=----=----- PLAN FIJ;,,E: ----e---------- BLDG PERMIT: __ =_C_6 __ 9 __ _,,,_q_,_~_:,::t'----'-/_J __ _ OTHER: ___ ~----~-~-- Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) STRUCTURAL STEEL ( ) BOLTS ) MASONRY BLOCK ) REBAR _;::.~of COmplfance: All· work, unless-otherwise noted, complies with the approved plans and specifications and the .:;,;~"bt.11tdr · code -· -•. -.UI_IJIY!'~l_l' ... _. ng, • . _ . _ , _ _ NAME: (PRINT) ~-f2'. /44'l_ ~t:,JC,-- CERTIFICATION NO.: ~~~v~/ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A. VENUE.SUITE G ESCO.NDIDO. CA 92029 (760) 746-4955 FAX (760) 7-+6-9806 CoNSTRucnoN TESTING & ENGINEERING, INC. ·ESCONDIDO• TRACY • CORONA • OXNARD • LANCASTER ENGINEERING, INC. INSPECTION REPORT PAGE OF CTEJOB# /t:J 3y~ - PROJECT NAME: 7 5 /s P1i A?e,ffl ADDRESS: /&9/ tvfiµ,t:tPAf ~ . C /3,!k:I REPORT# ______ _ ?~ ~ '\ , -?.~ ARCHITECT: &c./n·c CpJt.g&~ .5~~.e ENGINEER:---'~"----'er'--· L-P---'e _______ _ . CONTRACTOR: -!J CA-~/ Vf INSPECTION DA TE, 7-? -9 2 . PLANFI:-f:,E: ___________ _ BLDG PERMIT:_C=--.;..~ _ __.9'-L2-L1/_IJ,:;__:_/_3 __ _ OTHER:_~---,----0..-------- c\·-~xP:ANc:H6~ .El.ECTRO~~' _· .·· '7 /f-::g".: '-~>(:: .. ',, . :. . ' ". ' ' ( )OTHER Material Sampling ~ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ) REBAR ~ STRUCTURAL STEEL ( ) BOLTS . .. ... ,., .. : .. _ .. ~ ,. <D~ .. l'EfUL.lbSmFICATION, PROGRESS~ WORK REJECTED, REMARKS ';,,~"'-Jl"t:,,-::..,.,,.~ ~ .... ~.':::~\ ~'::_~ .. ·!<,.~.:_,·~-\" ... ,~;::".,., , . . . . . .,~-. . . ,·, . . 7 :"-~·of'Compliance:.All-'work,.unless otherwise noted, cQmplies with the approved plans and specifications and the '.\~hifQ}nfl:~uik:llhg-code.-·. . . '. . . . ',,. . . . . NAME: (PRINT)_ 11m~ ~ .. ·~ ,-_,,, CERTIFICATION NO.: t?k'tt:16t?6tJ I .. GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYAR[)°AVENUE SUITE G ESCONDIDO. CA 92029 (760) 746-4955 FAX t 760) 7-1-6-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO •TRACY •CORONA •OXNARD •LANCASTER INSPECTION REPO;RT PROJECT NAME: fs/.s JJ)_~,,,c&t!b~.&/2 ADDRESS: /a '.2/ tevtl ~~(f'o,zc/ <?cf. CA£i,Sl;AJ ARCHITECT; Prtc/,t:''/c ca~.5ffevc ENGINEER: -~ coNTRACToR: ~'v1 INSPECTION DATE: 7-t -'ZZ PLANFI~E: -----~-'----------'-'-"- BLDG PERMIT:_~c~g---.0.~. >tJ__ ..,_L_b-'-/_'3 __ _ OTHER: ___ ~-~-------'--- Material Sampling PA GI; r_z--r;,( 0 F _ CTEJOB#-l~LJ~-~J~~~7-'7'-ff __ _ REPORT# ______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR (~ STRUCTURAL STEEL ( ) BOLTS . l · Cer:tfflcatioifof ~~ Alt: work, unless otherwise noted; complies with the approved plans and specifications and the ,'.unifQinl building-code/~ · · · . . NAME: (PRINT) .::tl'fm ~ 7-,..!b/~ CERTIFICATION NO.: ·!Jy?J?qt:J,57{7/ . GEOTECHNlCAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYAR_D.AVENUE SUITE G ESCONDIDO. CA 92029 (760) 746--+955 FAX t760l 746-9806 CoNSTRUCTION TESTING & ENGINEERING,~:· ESCONDIDO •TRACY •CORONA •OXNARD •LANCASTER INSPECTION REPORT PROJECT NAME: f .5 / s: PA #m 4-c £vi; cA Is·. ADDRESS: I '8 q I 9. uth !Fe ER1'!-J l!.-d Ce J3. 0 '°F· ARCHITECT: rj't:e-t , C. ENGINEER: HtJ Pl{ CONTRACTOR:· 7?"p~/w1 INSPECTION DATE: 7-:-;J.--11 PLAN Fl!-,E: -.,.,..-'---,---------- BLDG PERMIT:-'-'-_f---'-8_',~t:J__,_/_-C-_{_3:;___ ___ _ OTHER:·-----~~~------ Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ~STRUCTURAL STEEL ( ) BOLTS PAGE OF CTE JOB# /0 3,j9'r REPORT# ______ _ ) MASONRY BLOCK ( ) REBAR rJ ~ .s 2-J ' ~~ _C&,'J l) -,t-,:f ,,L,'/·A/c 3-r 5 f;!lefs a~'thf.,r; K Ui. i:rk .?~of'~ All work,. unles$ otherwise noted, complies with the approved plan .;:~bulldr· · code.·. · •'"" ,, _ng_ ,. NAME: (PRINT) ~?,S .,(,,6,,, h'I CERTIFICATIONNO.: ~t::}~(!J?S'cJ/ GEQTECHNlCAL & CONSTRUCTION f~NGINEERING TESTING & INSPECTION 2414 VINEY.ARD AVENUE SUITE G ESCONDIDO. CA 92029 (7b0l 746-4955 FAX 17601 :-1-6-9806 -------------- . . . CoNSTRu~oN ]EsTING & E~G~ERING, INC. SAN DIEGO, CA • RIVERSIDE, CA VENTURA, CA TRACY,CA IANCASTER, CA 2414 Vlneyanl A,e. 490 E. PrlDcelmd Ct. 1645 PlclftcA,e. 242W.Lardl 4215610thSt. w. S.tlt G Salte7 Salte 105 SalteF U11t1: F.scoadido, CA Corona, .CA 91719 Omml, CA93033 Tracey, CA95376 Laraster,CA93534 (760) 746-4955 (909) 371-1890 (661) 486-6475 (209)839-2890 ("1) 726-9676 ENGINEERING, INC. (760) 746-.9806 FAX (909) 371-2168 PAX (661) 486-9016 FAX (209) 839-2895 FAX ("1) 726-9676 FAX PROJECT: PROJECT ADDRESS: CONTRACTOR: PLAN FILE NO.: BUILDING PERMIT NO.: REPORT OF COMPRESSION TESTS Isis Pharmaceuticals 1891 Rutherford Ave., Carlsbad Bearing Construction CB99-1613 PROJECTNO: TO BE BILLED: ARCHITECT: ENGINEER: SPEC NO.: SAMPLE DATA 10-3498 Bearing Construction Pacific Cornerstone Hope Engineering REPORT OF: _x_ Concrete Mortar _ Grout ~ --~ ·_. _ Other Supplier: Mix Description: Mix Number: Slump: Type Cement: Concrete Temp: 75° Special Test instruction/Remarks: Location of Placement: Required Strength (f'c): Samples Made By: Age Lab Control Date No. Tested 7Days 0IA 06/29/99 28 Days OIB 07/20/99 28 Days O·IC 07/20/99 Hold om Palomar Transit Mix 103201 4¾" n Amb. Temp: 63° Placement Date: Date Rec'd in Lab: Ticket Number: Truck Number: Time in Mixer: Admixture: I @ 7 Days, 2 @ 28 Days, I Hold Air Content: 06/22/99 06/23/99 929543 759 93 Minutes Interior Slab on Grade Pour Back @ Plumbing Trenches North Side 3000 PSI at 28 Days JP LABORATORY DATA Design Strength Tested By: Dimensions Test Area Max Load (in.) (in.2) (!bf.) 6 X 12 ·~ 28.27 70,175 6; X: 12 28.27 108,320 · 6·x12 28.27 105,530 3250 PSI JD Compressive Strength (psi.) 2,480 3,830 3,730 Cone (a) Cone &Split (b) Cone & Shear (c) Shear (d) Columnar (e) \ I rn I 0 II \ I I II \/ I J I II I\ I\ II I \ I \ II I \ I \ II \ II Reviewed by: Ed Hollowa Date: July 28, 1999 Type of Fracture C C C All sampling :md lesling conduC'lc:d ill xcocd.1nc:c wilh ASTM S Cl231-9;l. e.i-•x •. E7+-95. E171-~. Dcsigna1ions c:11 .. %, CJtJ .. 96. C-'2·IJ4. C7K·IJ·t CIJK .. tJZ. CUJ•t.X>. Cl72•!)0;Cl7:'1·1J-I-. C11J2·9S C211·97, C-1-7Cl·IJ-1-. C.5J J .. IJ7. C617·94. CU>77•%, Conforms With Required Compressive Strength Distribution: I) Bearing Construction I) City of Carlsbad ....J!!{Y es _. No I) Pacific Cornerstone I) Job-File I) Hope Engineering GEOTECHNICA~ AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION J ... :. ' .... '~ CoNsTRucrloN tksTING & ENGINEERING, INC. SAN DIEGO, CA 2414V1Deian1Ave. S.tltG • RIVERSIDE, CA 490 E. Prlncdllld CL Sulte7 • VENTURA, CA: 1645 Pldftc Ave. Salte 105 • TRACY,CA • 242W.Larch SaiteF LANCASTER, CA 4215610th SL W. UnltK Escondido, CA (7i0) 746-4955 (760) 746-9806 FAX Corona, CA91719 (909) 371-1890 (909) 371•2168FAX Oxiwd, CA 93033 ( 661) 486-6475 (661) 486-9016 FAX Tracey, CA.95376 (209) 839-2890 (209) 839-2895 FAX Lanca.1ter, CA 93534 (661) 726-9676 ENGINEERING, INC. ( 661) 726-9676 FAX PROJECT: PROJECT ADDRESS: CONTRACTOR: PLAN FILE NO.: .. BUILDING PERMIT NO.: REPORT OF COMPRESSION TESTS Isis Phannaceuticals 1891 Rutherford Ave., Carlsbad Bearing Construction CB99-1613 PROJECT NO: TO BE BILLED: ARCHITECT: ENGINEER: SPECNO.: 10-3498 Bearing Construction Pacific Cornerstone Hope Engineering SAMPLE DATA REPORT OF: _x_ C\:!IlCl'ete _ Groµt Otp.er Supplier: Palomar Transit Mix Placement Date: 06/24/99 Mix Description: 56063250 Date Rec'd in Lab: 07/12/99 Mix Number: 103212 Ticket Number: 930708 Slump: r Truck Number: 837 Type Cement: II Time in Mixer: 55 Minutes Concrete Temp: Amb. Temp: Admixture: Special Test Instruction/Remarks: I @ 19 Days, 2 @ 28 Days, I Hold Air Content: Location of Placement: CIP W!J.11 Line 3 @B.6 to 8.9 Required Strength (fc): 3000 PSI at 28 Days Design Strength 3000 PSI _Samples Made By: DA Tested By: JD LABORATORY DATA Age Lab Control Date Dimensions Test Area Max Load Compressive No. Tested (in.) (in.2) ()bf.) Strength (psi.) --~ 19 Days 02A 07/13/99 6x 12" 28.27 105,980 3,750 28 Days 02B 07/22/99 6x 12 28.27 117,125 4,140 28 Days 02C 07/22/99 6x 12 28.27 I 16,930 4,140 Hold. 02D , Cone (a) Cone &Split (b) Cone & She!}.r (c) Shear, (d) Columnar (e) rn \ I I 0 II \ I I II \( I ~ I II (\ (\ II I \ " I \ II I \ \ I \ II I Type of Fracture C b b Reviewed by: Ed Hollowav~ Date: August 5. 1999 All sampling :md1cstingconducted inaccordanccwilh ASTMSDcsig;ri:llionsCJl .. lJ6, CJ9 .. IJ6, C.J2 .. 94. C7M-9-I. CJJH·92. CI.JJ .. 9(). C172·90.-Cl73-'J-I. Cl92•9!!i. C231·97. C.J711·'14, CSl 1 .. 97_ C617·94, Cl077•96. Cl231•93 E-1·%. E7-1·95. E17J .. CJ4. Conforms With Required Compressive Strength Distribution: l) Bearfng Construction l)City of Carlsbad ..JC'Yes No I) Pacific Cornerstone I) Job File l) Hope Engineering 02.do GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION CoNSTRUCTION TEsTING & ENGINEERING, INC. SAN DIEGO, CA RIVERSIDE, CA VENTURA,CA TRACY,CA LANCASTER, CA 2414 Vineyard Ave. 490 E. Princeland Ct. 1645 Pacific Ave. 242 W. Larch 42156 10th St. w. SuiteG Suite7 Suite 105 SuiteF UnitK Escondido, CA 92029 Corona, CA 91719 Oxnard, CA 93033 Tracy, CA 95376 ~ter, CA 93534 (760) 746-4955 (909) 371-1890 (661) 486-6475 (209) 839-2890 (661) 726-9676, (760) ·746-9806 FAX (909) 371-2168 FAX (661) 486-9016 FAX (209) 839-2895 FAX (661) 726-9676 FAX REPORT OF COMPRESSION TESTS PROJECT: Isis Pharmaceuticals PROJECT'l'-O: 10-3498 PROJECT ADDRESS: 1891 Rutherford Ave .. Carlsbad CONTRACTOR: Bearing C onstructiort PLAN FILE NO.: TO BE BILLED: ARCHITECT: ENGINEER: Bearing Construction Pacific Cornerstone Hope Engineering BUILDING PERMIT NO.: CB99-1613 SPEC NO.: SAMPLE DATA REPORT OF: ~ Concrete Mortar Grout Other Supplier: Mix Description: Mix Number: Slump: Type Cement: Concrete Temp: 74° . Special Test Instruction/Remarks: Palomar Transit Mix 560C3250 103212 II Amb. Temp: 63° I ill 7 Days. 2 @ 28 Days Placement Date: Date Rec'd in Lab: Tickt!t Number: Trnck :-./umber: Time in Mixer: Admixture: Air Content: Location of Placement: Footing Extensions@ Lines 3.3 to 3.7 from A to A.6 Required Strength (fc): Samples Made By: ~000 PSI at 28 Days DB LABORATORY DATA Design Strength Tested By: Age Lab Control Date Dimensions Test Area ~lax Load No. Tested (in.) (in.=) (!bf.) 7 Days 03A 07/30/99 . 6 X 12 28.27 71.710 28 Days 03B 08/20/99 6 X 12 28.27 111,825 28 Days 03C 08/20/99 6 X 12 28.27 117,740 Hold 03D Cone (a) Cone &Split (b) Cone & Shear (c) Shear (d) Columnar (e) \ I rn \ I \/ A /\ I \ I \ \ Reviewed bv: Ed Hollowav . .\II sampl1111,t ,md li.,.-si:in~ (;OU(fuctcd in ilCCOnfanc:c \\ itll • .\S'I'M S Cl2.ll .. 1Jl. E-l·'J<,, E74-•J~. E17t-tJ-l. I I I I /\ /' \ Conforms With Required Compressive Strength Distribution: 1) Bearing Construction I) City of Carlsbad D II II II II II II II Date: August 3 I. 1999 ~es No I) Pacific Cornerstone I) Job File I) Hop~ Engineering 07/23/99 07/26/99 939763 837 80 Minutes 3000 PSI JD Compressive Strength (psi.) 2,540 3,960 4,160 Type of Fracture a b b F,\l0-3498\lab\CJ.doc GEOTECHNICAL AND CONSTRU:CTION ENGINEERING TESTING AND INSPECTION 01 01 01 ...... (Tl (Tl cri ru lci ...... trJ ru >, m ::E Cl) ::::i I- CTl 3: ""Cl ...--, ...-1 (/) ru lf1 c:, 01 01 -..µ u ::::i '-..µ en -...... 01 en ..-, -(/) 1---i (/) 1---i -t'.L: ... SUMMARY OF SPECIAL INSPECTION ~•: 1 Concrete 13.1 Verif~ soil conditions are substantia II~ in 2 Bolts lnsta lied in Concrete conformance with the soil investigation report 3 Concrete Moment Resisting Frame 13.2 Verif~ that foundation excavations extend to 4 Reinforcing $tee! and Frestressing $tee! proper depth and bearing strata !:I.I All structural welding 13.3 Provide so.fl compaction test results, depth S.2 Weld testing ductile moment-resisting steel of fill, relative densit~, bearing values frame 13.4 Provide soil expansion test results, expansion 5.3 Welding reinforcing steel index, recommendations for foundations, on- 6 l-ligh-$trength bolting grade floor slab design for each building site· 1 $truc;tural masonr~ 14 Smoke control &~stem 8 Reinforced G~psum Concrete 15 5pecia I cases ( aescribe) ':l Insulating concrete fill lb Off-site fabrication of building components 10 Spra~-applied fireproofing ·17 Other specia I inspections as re9uired b~ 11 Deep Foundations (Filing, Drilled .t caissons designer. 12 Shotcrete NO. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, REF .. DETAIL. DESIGN oTRENGT!-1 L1 CONCRETE FOOTING:$ t GRADE BEAM$ f 1c = 3000 poi 1.2 CONCRETE WALL PANEL$ f 1c = 3000 poi 2 ADl--lESIVE ANCl--lORS 1---l IL TI l--lY150 4 REINF. $TL IN FOOTING:$, GRADE BEAM$ t WALL$ f~ = 00 ke,1 5 FIELD WELDING E70XX 0 1---llGl--l STRENGTl--l BOLTING (PERIODIC) A325 13 $OIL CONDITIONS, EXCAVATION$, COMPACTION, t EXPANSION 2000 pe,f EsGil Co·rporation 1.n Partnersfiip wit/i. (jovernment for 'lJuiUing Safety DATE: 6/8/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1613 PROJECT ADDRESS: 1891 Rutherford Road SET: II PROJECT NAME: Isis Pharmaceuticals Addition and T.I. CJ AP-. CANT ~ CJ PLA VIEWER CJ FILE D Tile plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. C8J 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 herewjth have significant deficiencies. identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. the plans are being held at Esgil . Corporation until corrected plans are submitted for recheck . .. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: C8J. 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 REMARKS: 1. City to approve the special inspection program. 2. City to verify that the existing path of travel from the handicapped parking space to the remodel area comply with all the current disabled access requirements. 3. The principal envelope designer shall sign form ENV-1 on sheet M 1.1. By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 5/28 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ,,__ . ..,. EsGil Corporation 'ln Partner~liip witfi (jovemment for '13uiUing Safety DATE: 5/12/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1613 PROJECT ADDRESS: 1891 Rutherford Road SET:l PROJECT NAME: Isis Pharmaceuticals Addition and T.I. D APPLICANT. ~-Cl PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your .information. The plans are being held at Esgil Corporation until corrected plan$ are submitted for recheck. D The appliQant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person .. lZ] The applicant's copy of the check list has been sent to: PCA(.Randy Chimeley) 8810 Rehco Road San Diego CA 92121 ~ Esgil-Corporation staff did .not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax . In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA IZI MB IZI EJ D PC 4/29 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 99-1613 5/12/99. PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 99-1613 JURIS.DICTION: Carlsbad OCCUPANCY: B/F-1/S-1 USE: office/manufacture/warehous~ TYPE OF CONSTRUCTION: V-N ACTUAL AREA: 47946 sf ALLOWABLE: FLOOR AREA: 64000 sf STORIES: 2 HEIGHT: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 5/12/99 FOREWORD (PLEASE READ); OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/29 -PLAN REVIEWER: Dav:id Yao This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniforr1 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 pennit. Code sections cited are based on U1e 1994 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with.the cited ·codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. ' To speed up the_ recheck process, please note on this list (or a copy) where each correction item has been .addressed, i.e., plan sheet number, specification section, etc. B.e sure to enclose the marked up list when you submit the revised plans. Carlsbad 99-1613 5/12/99 • GENERAL 1. Please make all corrections oh the original tracings and submit two new sets· of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. • PLANS 2. Specify the uses of all rooms or areas.(second floor?) • SITE PLAN 3. Clearly designate any side yards used to justify increases in allowable area based on Section 505. 4. Clearly dimension 'building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. • CORRIDORS 5. Exit corridors shall not be interrupted by intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be construed as intervening rooms. Section 1005.1 :(ls the partition for 8x8 cube 5'-9" high? Define the corridor?) 6. The stairway will be considered as corridor. The stairway #2 exit though open office 143.(?) 7. Wllat is the dark line at bottom of the stairway? Wall? 8. One-hour fire-rated corridors shall have interior door openings protected by tight- fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 713.2. Doors shall be gasketed to provide a smo:ke and draft seal where the door meets the stop on sides and top. Section 1005.8.1.(Some of the hardware for the corridor doors is 2.8. The hardware schedule did not include 2.8. Please check.) • FOUNDATION 9. . Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. Carlsbad 99-1613 5/12/99 to. lhVesti,gate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 . . 11. · Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). • FRAMING . 12. When special in$pection is required, the architect or engineer of record shall prepare an inspection program which sh~II be submitted to the building official for approval prior to issuance of the building permit Please review Section .106.3.5. Please complete the attached form. 13. It appears to some of the tube columns connect to existing footings.(grid line 0,3? Grid line B-3.3.,3.7?) Provide connecti'on detail for the·condition. 14. The foundation plan appears to show some new concrete at existing grade beam along grid line B between grid line 3.3 and 3. 7. The detail reference to 6/S 1.2 appear to not clear. Please clarify. 15. Provide comment /calculation to show the added footing at grid line A..1-3.3,3. 7 and A.6,3.7. Please clarify. • MISCELLANEOUS 16. Guardrails (Section 509. t)(if applicable) a) Shall be installed at au unenclosed floor openings. b) Shall have a height of 42". c) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-8. d) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". 17. Note on the plans that suspended ceilings shall comply with UBC Tables 25-A and 16-0. 18. Note on the plans that new water closets and associated flushometer valves, if · .. any, shall Use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A 112.19.2. H & S Code, Section 17921.3(b ). Carlsbad 99 .. 1613 5/12/99 19. Urinals and associated flushometer valves, ff any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A 112.19.2. H & S Code, Section 17921.3(b). • TITLE 24 OISABLED ACCESS 20. Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the UBC. • ADDITIONAL 21. Please refer to the following ·corrections for mechanical, plumbing, energy and electrical items. 22. To-speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 23. Please indicate here if any changes -have been made to the plans that are not a result of corrections from this .list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No 24. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619i560-t468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric lensen 1. Each sheet of the plans must be signed by the person responsible for their preparation. Business and Professions Code. PLUMBING (1994 UNIFORM PLUMBING CODE) 2. Include th.e flood rim elevation of the next (from the building sewer connection) upstream manhole cover on the site plan. Provide packwater valves on all Carlsbad 99-1613 5/12/99 building drains which serve plumbing fixtures with flood rim elevations below the upstream manhole rim elevations. · · 3. Provide calculations to show compliance with UBC, Appendix 29, (Minimum Plumbing Facilities) as per the City of Carlsbad. 4. Provide combustion air for fuel burning water heaters as described in accordance with the Uniform Plumbing Code, Section 507.0 (Janitor's room) MECHANICAL (1994 UNIFORM MECHANICAL CODE) 5. Detail the required roof access ladder to roof mounted HVAC equipment. UMC 321.8 (Remodel?) 6. Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608. This is required for almost all HVAC units. An "Air-moving system (see definition in UMC 203) is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space." · · The note (8) on she.et M1 .1 is incorrect. Please revise. . ENERGY CONSERVATION 7. The signed ENV-1 and Mf=CH-1 forms must be imprinted on the plans, Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen 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. + ELECTRICA.L PLAN REVIEW + 1993 NEC + PLAN REVIEWER: MORTEZA BEHESHTI 1. Specify UFER ground in lieu of note on single line diagram. 2. Justify AIC ratings on panels without current limiting overcurrent protection or provide transformer impedance values. Carlsbad 99-1613 5/12/99 3. Provide overcurrent protection on the secondary side of transformer "T-MP1 ". NEC 240-21 Ex., 384-16(d). Note: If you have any questions. regarding this electrical plan review list please contact Morteza Beheshti at (619) 560-146R 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 • REMODELS, ADDITIONS AND REPAIRS 1. City to verify that the existing path of travel from the handicapped parking space to the remodel area comply with all the current disabled access requirements. • COUNTERS AND TABLES _ 2. Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas,_ 5% {but never less than one) must be accessible. Section 1122B.1. 3. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long. and no more than 28" to 34" high. Section 11228.4. END OF DOCUMENT Carlsbad 99-1613 5/12/99 VALUATION AND PLAN CHECK FEE JURISDICTION:. Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 1891 Rutherford Road BUILDING OCCUPANCY: B/F-1/S-1 BUILDING PORTION · BUILDING AREA (ft2) . T.1. 20856 2nd floor add. 3500 A1r Conditioning . f=ire Sprinklers TOTAL VALUE PLAN CHECK NO.: 99-1613 DATE: 5/ 12/99 TYPE OF CONSTRUCTION: V-N VALUATION VALUE MULTIPLIER -($) 681968 (per city) D 199 UBC Building Permit Fee [g'.I Bldg. Permit Fee by ordinance: $ 2562.53 0 199 use Plan Check Fee cgj Plan Check Fee by ordinance: $ 1665.64 . Type of Review: ~ Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 1332.51 Comments: Sheet 1 of 1 macvalue.doc 5196 City of Carlsbad M#ih·11 U44U,i·1•24·Siiii,t4hl BUILDING PLANCHECK CHECKLIST DATE: 0-JcJ -9? PLANCHECK NO.: CB qq,. / b /3 BUILDING ADDRESS: /Rq I. RJ~~rfurJ.. ~- PROJECT DESCRIPTION: "t-:C, '2..C: ~5:, S_F.~V.J ffe.,r ei~1\~~ 3,S-ac> .f..t:: ASSESSOR'S PARCEL NUMBER: 2.(2 ... , f 20-U EST. VALUE: ENGINEERING DEPARTMENT APPROVAL· DENIAL The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: Please se~ attached report of deficiencies marked wit . ake necessary corrections to plans or specifi . · ns for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: By: Date: By: Date: FOR OFFICIAL USE ONLY INeERING AUTHORIZATION TO .ISSUE BUILDING PERMIT: Dedication Application Dedication Checklist Improvement Application Improvement Checklist FL!ture Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet Date: ENGINEERING DEPT. CONTACT PERSON Name: Oavid Rick City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4324 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 576 •.(619) 438-1161 • FAX (619) 438-0894 @ J Cl Cl Cl Cl Cl Cl BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets G. Driveway widths 2. Show on site plan: 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. Assessor's Parcel Number C. Legal Description •. ' For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, ware~ouse, 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: __________ _ ~~:~~~S\SYS\I..IBRARY\ENGIWORO\DOCS\CHKLST\Bulldlng Plancheck Cklst BP0001 Fonn DR.doc 2 1 sr.r 0 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-W~y adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings anp for remodels with a value at or exceeding $ ______ , pursuant to Carlsbad Municipal Gode Section 18.40.030. · Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: ___________ _ Date: ---- IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at tirne of building construction whenever the value of the construction exceeds $ _______ , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: _____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The . completed 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 Mt,micipal 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 mw;;t be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: \\LASPALMASISYSII.IBRARY\ENG\WORD\OOCSICHKLST\Bullding Plancheck Cklst BP0001 Fonn DR.doc Rev. 9/3/97 3 1st.I Q Q Q Q Q Q Q Q Cl Q Q Q Q Q BUILDING PLANCHECK CHECKLIST 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: ---------- 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 7d.No Grading Permit required. 7e.lf grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of .;Way permit required for: H:\WOROIOOCS\CHKLST\Buildlng Plancheck Cklst BP0001 Fonn MM.doc 4 Rev. 09/03/97 ? t I..' 1 st.f 0 0 0 0 0 a 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 pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occuryirst. 12. ~equired fees are attached 0 No fees required 13. Additional Comments: 'P1<4>-P::: . /p~~k J 5ir.= J ,a1J.. '"~lJeN.. rf? r o..fu:-,c."-l ol o/'e-,...b-T ~~:~~~SISYSILIBRARYIENG\WORD\DOCS\CHKLST1Bulldmg Plancheck Cklst BP0001 Fann DR.d~c 5 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. D Calculation ba$ed on building plancheck plan submittal. Address: / 'gC/ I ~ §<v{h$1r-fo ,cQ_· Bldg. Permit No. L ~ t:/9,,. / l I 3 Prepared by: '.P. 1~ ~ c. '<--o·ate: S::-$0, 91 Checked by: ____ Date: ____ _ EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Df,R c e... Sq. Ft./Units: '2..0( x' ~ b . J Types, of Use: wt2"....-~~7· 5kt.U Sq. Ft./Units: ~5Z>O . . c~J,•+ ADT CA.LCULATIONS: List types and square footages for all uses. Types of Use: D-f cfa.. c-L.-. Sq. Ft/Units: 2 D [f'ri:. EDU's: /J. S-9 EDU's: , ; 0 Crat b~o,) -Lf. 1, e~.,£!?V ADT s. '::( I:> Types of Use: "1"~ Sh7 Skit Sq. Ft./Units: ..'.>$OD ADT's: )7. FEES REQUIRED· Cr,tJ..,'-t (~ ¼i:L.) -/ D ~ -:. 3.)D AOT 5 WITHIN CFD: C:rYES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact ee D NO fi:fr,. PARK-IN-LIEU FEE PARK AREA & #: ___ _ FEE/UNIT: ____ _ ef2. TRAFFIC IMPACT FEE ADT's/UNITS: 5 30 . X NO. UNITS: __ . __ X FEE/ADT: 2 2- ZONE TRANSPORTATION ADT'S 5>0 . X $10 tfff{_ BRIDGE AND THOROUGHFARE FEE (DIST. #1 / DIST. #2 ADT's/UNITS: __ -__ X FEE/ADT: ___ --'- ~-FACILITIES MANAGEMENT FEE ZONE: S-- UNIT /SQ.FT.: '3,5"60 X FEE/S<:l .. FT./UNIT: • 4 o • !2(' 5. SEWER FEE PERMIT No. ____ _ X. FEE/EDU: . f 5$> Y l EDU's: 8' · J '2- BENEFIT AREA: p DRAINAGE BASIN, EDU's: ~ • J'L. ~ SEWER LATERAL ($2,500) X FEE/EDU: 1 0 7 O ' ~ 7. DRAINAGE FEES PLDA ___ _ HIGH /LOW ACRES: ----~-X FEE/AC: =$ /4:f 7 =$ 72 1oO =$ .330C::. DIST. #3 __ ) =$ (/ =$IL/tic( 7 / =$ I ~or-'± =$ ~ ?/?fl l &< =$ =$ 7 ~ TOTAL OF ABOVE FEES*: $ ------ *NOTE: This calculation sheet is N"OT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:\DOCS\MISFORMS\FEE CALCULATION WORKSHEET REV 4/29/99 - -- . !).,..t\o ,i>--2 0 , Y) (, X ¼,., ., ~~)-1' avJ,'r ~ -PLANNING :bEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST i V' ~~ -L] l ) LI) I .l!! $ "' "' Cl 0 ~~ >->-.Q .0 ;; N "" ts -"' " ., Q) .s:: .c: u (.1 C: C: "' "' a: a: .!l "' Cl >-.0 "' "" -"' " Q) .c: (.1 C: "' a: Plan Check No. CB :'fl' l (pl3 Planner f? · ~ f\.esP::) A PN: Z I 2. ..... I '2--o -2.,.. <? .. Address \ ~4 I ~r,£>{c:l 12.d Phone (619) 438-1161, extension 4~::l.S" Type of Project & Use:_:f ........... l _____ ~_ Net Project Density: DU/AC Zoning: C--t-1. General Plan: p I l=acilities Management Zone: ___ _ CFO lin/nutl # __ Date of participation: Remaining net dev acres: Circle One ------- (For non-residential development: Type of land used created by this permit: _______ --.-____________ ) Legend: ~ Item Complete ©J Item Incomplete -Needs your action ~ D .D Environmental Review Required: YES-. _ .. NOL_ TYPE ___ _ cfo D DATE OF COMPLETION:----------------- Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES _._ NO '::f_ TYPE ___ _ APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. _________ _ OTHER RELATED CASES: ___________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: --------------------------- ~ D D Coastal Zone Assessment/Compliance Project site located· in Coastal Zone? YES NO~ CA Coastal Commission Autherity? YES NO If Califc;,rnia' Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521~8036 Determine status (Coastal Permit Required or Exempt): Coastal' Permit Determination Form already .compl'eted? If NO, complete Coastal Permit Determination Form now. · Coastal Permit Determination Log #; Follow-Up Actions: YES NO .-- 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum .Floor Plans). 2) Complete Coastal Permit Determination Log as needed. ~DD ~DD ~DD v(D D lnclusionary Housing Fee required: YES NO (Effective date of lnclusionary Housing Ordinance -May 21, 1993,) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y /N, Enter Fee, UPDATE!) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing top·ographical 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 ------- rz( D D 2. Accessory structure setbacks: Front: Required -------Shown -------Interior Side: Required -------Shown -------Street Side: Required ______ _ Shown -------Rear: Required ------Shown -------Structure separatio,:i: Required _____ _ Shown ------- ~ D D 3. Lot Coverage: Required ______ _ Shown ------- JL(D D ~D tA~. ~D 4. Height: Required ------Shown ------- 5. Parking: Spaces Required -------Shown --1\...;::ilai...l! ___ _ Guest Spaces Required Shown --------------6hot.0 ro.rlUl'lj Sum rtta(J --Toi' o.U u~ s (i l\clvJ.,;I\.:> va.u.vt-) vJ/1:.. ~ loldu. Additional Comments ________________________ _ CD 1:n> ui.J:e d efzxll :::a how Vi-W, OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER~~~ DATE (o.-[lt-"\5 , l City of Carlsbad •4Ei•••••,i·l•i4·Ei3i,,14,Ji October 4, 1999 Ned Banning biversified Carlsbad 47 & 48 1770 Gillespie Way, Suite 101 El"Cajon, CA 92020 RE: 1890 and 1891 Rutherford Road Dear Ned: The Planning Department has reviewed your request to amend the outdoor eating areas for Lots 47 and 48 in the Carlsbad Research Center, 1890 and 1891 Rutherford Road. The change from seven tables and chairs/benches to three tables (two round and one rectangular) and chairs/benches and utilizing the two seat walls within the planters and a separate seat. wall is acceptable as shown on the attached exhibit. These changes will need to be made on the landscape plans (DWG 360-5L) as as:..built corrections and can be done when other changes are made. If there are no other changes, then the changes should be made prior to final inspection. If you have any questions regarding the above, give me a call at 438-1161, extension 4447. Sincerely, I vJoJf:,J-- VANLYNCH Associate Planner VL:mh Attachment c: Larry Black Building File 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 438-0894 @ 7.· . . :'• .. , .. "'' .· .... .. · .. •r 'I \. . ,.,· ,--_l·': ' .... APPROVED FOR PLAN-TING.AND.>~~} ····lRRIGATION. ONLY, .·1NCLLJC)"ING·i>.\]t ;PRECISE LOCATION OF PLANTINGfi ------------,_ -~v AREAS earlsbad Fire Department 990203 2560 Orion Way Carlsbad, CA 92008 Fire Prevention (760) 931-2121 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: 0511311 999 ---------------- Name: Pacific Cornerstone Address: 8810 Rehco Rd Ste F City, State: San Diego CA 92121 Plan Checker: Job #: 990203 Job Name: ISIS Pharmaceuticals CB991613 Job Address: 1891 Rutherford Rd Ste. or Bldg. No. [81 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 I 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 insta~I 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 I or standards. Please review carefully all comments ·attached. Please resubmit the necessary plans and I or specifications to this office for review and approval·. 1st 990203 2nd FD File# 3rd Other Agency ID ,. , ,J. ,,, . STRUCTURAL CALCULATIONS ISIS PHARMACEUTICALS Prepared for: Pacific Cornerstone Architects 8810 Rehco Road, Suite C San Diego, CA92121 Prepared by: Hope Engineering 1301 Third Avenue, Suite 300 San Diego, CA 92101 4/27/99. HE Project# 99052 HOPE Engineering 4/27/99 G.rniW • .P.;e§lg_*-1.;:>.:.'. . .:t..:::Lr.::.'..: ... < ... L::::.:'::>:.-::>: .... :::./ •. .J. '.B@9W.N.Pm§•.r.X::..·: ..• : ................... :.::.: •... /, .. :' ...... 2::::·:.·./ .. -. Loads 1 Mezzanine Framing Design 2 to 7 Column Design 8 Baseplate Design 9 Foundations 1 O to 11 · LatetaJ/Des:ignrn.<>.>· >. .. -/:'>i);f tm ... r:;:;q;~::,f; •. <> <:;ir./ .J Page·Number·.::;:;1.\Yri •• i·.mmmm.:rn-•........ ttm-mm ••. 'LLJ. .. : Loads & Applied Forces 12 Diaphr~gm Design 13 Chord & Drag Design 14 to 16 Relative Rigidity 17 to 18 In Plane Shear Wall Design 19 to 20 Grade Beam & Wall Footing Design 21 to 26 HOPE Engineering lli,1e~p,n9:~d@i!191,)/;'i/·:~! (:{~t v{t;/r :~.i {~fJ \tit,1!?,$F~\)~J 1 1/2" N.W. Cone . 18.8 3/4" Plywood sheathing 2.3 20" TJI joist@ 16" O.C. 3.4 Girders 1.6 Hung Ceiling 1.8 5/8" Gvp Board 2.8 Mechanical/Electrical 1.0 Sprinklers 1.5 Misc. 0.8 P~~g~L,paj:F ',t//; .. :t;;~":(:..ft;;. _?:::~' t"1ti:::j? ::/::,::;..::·::J~ 5~. ::f?lMJ9i';~{i3 Partitions 20.0 Seismic Mass Dead Load 44.0 ) I'1J?:~1~BQ'AE.P.~l;:.i:ii'};j. ,:';l:iJJ.)_Bti¥;;.J ISIS 99052 Cp,Q{@,~iqgtJ:):J4:~ 18.8 2.3 4.5 4/26/99 JOB HOP~ ENGINEERING SHEET NO. 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' ! . .: ; ....• .. . .. ..... ..; ....... ., ..... ····:··· ..... ·;······· ... , ......•....... : ...... ; .. . ~ -/--J /--:--__ ' ___ : _j ... : __ ! -:---i--L-; __ L L_/ .. : T : : -• '-~ ~' .: ; ........ ··.···-·· : ·~ . : ~ l : 1 : : : . . i . : ; . ! . . . ... . 1 • • ••• ·······-•• ..... • ••••• , •••• • •• : • • ...... : .......•• : .....•• ' " •• •••••• ••••• •• • • • ~'. • ; i,.· i.' : i : : • l : ! : : ~ : j : PROOUCT204-1 (SingleSh"1s)205·1 (Padded) SQUARE FOOTING DESIGN Project Info: ISIS / # 99052 Designer: CPH HOPE ENGINEERING 4/26/99 lo ·\ . :,:,:iJ;r;::,;hd·,iJ,4DMil!.¥D,, .. . )!pl!; i DATA: b :=4·tl: d := 1.2S·ft q' a :=2·ksf P col :=31,kip f c :=3000,psi F y :=60000,psi p :=40-pcf Reinforcementsize:# 5 Bar Ab:=.31-in2 dia:=.62S·in Ab=Areaperbar. Flange:=S·in Clr :=3-in Cir= Minimum concrete cover per 97 UBC 1907.7.1 BP :=9-in BP= width of sq. Base Plate. REINFORCEMENT: Asreq :=.0018·b·d __ Asreq Barreq .--- Ab A sreq = 1.3 oin2 Asreq = Area of Steel Required. Per 97UBC 1907 .12.2.1 Bar req = 4.2 Barreq = Number or bars required. M;$.$,,,$.:W,#.G.J1'-A8.$.@PPtfW.AYi bars : = 5 BEARING CAPACITY CHECK: Area :=b2 Area= 16°:ft:2 Pall :=Area·q' a -p·b2·d Pall = Max allowable load. Mt4Wi¼M@$Nt4 MOMENT CAPACITY CHECK: wftg :=.15,kcf-b2·d Pmax 4max:=--Area w-12 Mmax:=-2 p max:= q' a·Area+ w ftg P max = 35 okip 4max= 2.2oksf M = 14°kip·ft max ·-P max W .---W = 8.8 oklf b L :=~ -Flange L = l.8•ft 2 2 L = Length of Cantilever Mu:= l.6·Mmax dia deft-:=·d-Clr-2 Mu = ACTUAL Factored MOMENT ·-Ab·bars F y (tl .-. ·-ro = 0.055 b·deff f C lj,MN :=,·ro·b·defi·f c·(l-.59-ro) BENDING SHEAR CHECK: Vu :=w·(~-1:)·l.6 fjMfpijf@fj , :=0.85 Vu=23okip , :=0.90 4> = 0.90 per 97 UBC 1909.3.2 ro = Mechanbical Reinforcement ratio. ,MN= 79°kip·ft &zRgrJJ¼~W#l 4> = 0.85 for shear per 97 UBC 1909.3.2 Vu= Actual Factored Bending Shear. ,v N :=,·2·.Jr:·b·deff ,v N = 52°kip Van= Allowable Bending Shear. PUNCHING SHEAR CHECK: b O :=4·(deff+ BP) b O = 82.8°in b0 = perimeter of critical shear surface. Vu :=qmax{&2 -(detr+BP)2}1.6 Vu= 46°kip Vu= Actual Factored Punching Shear. ,v N :=,·4·{r:·b 0·deff ,v N = 180°kip Va11 = Allowable Punching Shear. rta1tutB@Ji#1~im JlSeff4tal,x4Mo.,x1NaW·,:iFT.G{Wl{5#15.'·BARSJ:A~:=ro':0j HOPE ENGINEERING 4/26/99 SQUARE FOOTING DESIGN Project Info: ISIS / # 99052 Designer: CPH -~ jE51~'~\f.~::"'.~'i5~~~U*,*x:5,~~0~-·~tL-3*!1 !, '::t-,.• ....... T:~ .. '(\ ~'h-,,_"/;.,:::,:-::'....,;:..._..(_;~·:-: ;-.;:: ,: ~::-<.:', , ::::',-<·t ~ ... ,, ~--· ~ -<·:4 DATA: b :=5·:ft d := 1.25,ft q' a :=2·ksf P col :=46.9·kip f c :=3000,psi F y :=60000-psi p :=40·pcf Reinforcement size: # 5 Bar Ab : = .31-in2 dia : = .625 ·in Ab = Area per bar. Flange : = 5-in Cir :=3-in Cir= Minimum concrete cover per 97 UBC 1907.7.1 BP :=9-in BP= width of sq. Base Plate. REINFORCEMENT: A sreq := .0018·b·d A sreq = 1.6 oin2 Asreq = Area of Steel Required. Per 97UBC 1907 .12.2.1 ,_ Asreq Bar req .--Ab B 5 2 B N b b . d ar req = . arreq = um er or ars require . ~~E:~;~-~,Sf\RS-.EJ:\CB:.WA¥.I bars := 6 BEARING CAPACITY CHECK: Area :=b2 Area = 25 °tt2 Pall :=Area·q' a -p·b2-d P all = 49 °kip Pall = Max allowable load. -~ lliJ!,mffl MOMENT CAPACITY CHECK: w ftg := .15,kcf·b2·d Pmax qmax := Area P max= 54.7 °kip q max = 2.2 °ksf Pmax w:=-b--W = 10.9°klf \( w-L2 Mmax:=-2-M max= 29°kip•ft L :=~_Flange 2 2 L = 2.3•ft L = Length of Cantilever M u := l.6·M max dia d eff:=d-Cir-2 Ab·bars F y m·=~~-·-. b•d eff f C M u = 46 °kip·ft d eff= ll.7 °in m = 0.053 $MN:=$·m·b·deff·f c·(l-.59·m) •nm BENDING SHEAR CHECK: $ :=0.85 Vu :=w·(;-~p)·l.6 Vu= 37°kip Mu = ACTUAL Factored MOMENT $ :=0.90 <j> = 0.90 per 97 UBC 1909.3.2 I co = Mechanbical Reinforcement ratio. $MN= 95 °kip·ft &dfi~~l~~~I <I>= 0.85 for shear per 97 UBC 1909.3.2 Vu = Actual Factored Bending Shear. $V N := $·2·Tc ·b·d eff $V N = 65 °kip Vau = Allowable Bending Shear. PUNCHING SHEAR CHECK: b O = 82.8 °in b0 = perimeter of critical shear surface. Vu = Actual Factored Punching Shear. $V N :=$·4·Tc·b o·d eff Vau = Allowable Punching Shear. HOPE Engineering .'roject: ISIS Mezzanine Addition Base Shear: Zone = 0.4 Importance= 1.0 V= [ZtC·W]/Rw LATERAL ANALYSIS C = 2.75 Rw= 6 V= 0.1833333 ·W Weight of Structure Per square foot: Dead Load Partions Total Weight of Structure: Wdl= 34 20 54 ~:11:~:::::;:::::;~:~:;:::i1:::::::r11,::;::: ::::::a:::11: :::~1111:::! ::::~::_· ,_·_ · ·::~~'.1;::: ::::::9.:.:.::::::: .,'emrtiffiftt 1 a.90 · 93.00 . 93.oo 204.90 Story Shear psf V= 0.1833333 W V= 37.57 kip Ct= 0.020 25 ft T= 0.224 < 0.70 sec Thus Ft= 0 T -C*h 3t4 --t n - 4/27/99 Designer: CPH 0.22 ~,,~T!~5'r23Z!l':~!!!f:!.! Mezzanine 204.9 13.5 2766.15 100.00% O 37.57 0.183 37.57 Sum· :;:;::;:.:.:;$'t.$i:':::::::::;:. 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Width= 0 II Floor Diaphragm Height Coelf = 0.183 Miss;lnl!ut: R1lnfocc1meot: Panel Thickness= 6.5 in Hold down Bars = #6 Bar As 0.42 in"2 fc= 3000 psi PanelReval = 0 in Floor Slab Dowel capacity = Panel Heigth = 12 II SOG Slab Dowel capacity = 5.34 Kip/daiiel 3/4" Bolt @ 8" O.C. \'f= 60 ksi 5.40 Klp/dait'el #5 Oait'elw/5.75" Embed Seismic Coelf. = 0.183 Roof Ledger Bolt capacity 1.00 Kip/boll n/a. 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SAN DIEGO, CA • RIVERSIDE, CA • VENTIJRA, CA • MODESTO, CA • LANCASTER, CA • I.AS VEGAS, NV • SEATTLE, .WA 2414 Vlneyw Ave. 490 E. Princeland Ct. 1645 P2cific Ave. 3540 O:d:cWe ltd. 42156 10th SL W. 4560 S. V211ey View 235 S.W. 4lstSt Suite G Suite 7 Suite 105 Suite A2 . Unit It Suite A·3 Renton, WA 9805; Escondido, CA 92029 Corona. CA 91719 Oxnmf. CA 93033 Modesto, CA 95357 1.2naster, CA 93534 us Yep!, NV 89103 (206) 656-1266 (619) 746-4955 (909) 371-1890 (619) 7~9806 FAX. (909) 371-2168 FAX (805) 486-6475 (209) 551-2271 {805) 726-9676 (702) 795-2278 (206) 656-1265 FAX (805) 486-9016 FAX (209) 551-3593 FAX (805) 726-9676 FAX (702) 726-4485 FAX UPDATED GEOTECHNICAL INVESTIGATION PROPOSED CONCRETE TILT-UP STRUCTURES LOTS 47 AND 48, CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA Prepared for: MR. NED BANNING DIVERSIFIED PROPERTIES 1770 GILLESPIE WAY, SUITE 101 EL CAJON, CA 92020 Prepared by: CONSTRUCTION TESTING & ENGINE,pRING, INC. 2414 VINEY ARD A VENUE, SUITE G ESCONDIDO, CA 92029 CTE Project No. 10-1874 £:·----, September 26, 1996 \ ( I r GEOTECHNI,t:AL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION \ / TABLE OF CONTENTS SECTION PAGE EXECUTIVE SUMMARY .......................................... 1 1.0 INTRODUCTION AND SCOPE OF SERVICES ......................... 2 1.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1.2 Scope of Services ......................................... 2 2,0 SITE DESCRIPTION ........................................... 3 3.0 FIELD AND LABORATORY INVESTIGATIONS ....................... 3 3 .1 Field Investigation . . . . . . . . .-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 3.1.1 "Undisturbed" Soil Samples ............................ 4 3.1.2 Disturbed Soil Sampling .............................. 4 3 .2 Laboratory Investigation . . . . .. : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4.0 GEOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4 .1 General Setting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4.2 Geologic Conditions ....................................... 6 4.2.1 Engineered Fill Materials .............................. 6 4.2.2 Cretaceous Point Loma Formation . . . . . . . . . . . . . . . . . . . . . . . 6 4.3 Groundwater Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 4.4 Geologic Hazards ......................................... 7 4.4.1 General Geologic Hazards Observation ..................... 7 4.4.2 Local and Regional Faulting ........ : ................... 7 4.4.3 Earthquake Accelerations .............................. 8 4.4.4 Liquefaction and Seismic Settlement Evaluation ............... 9 4.4.5 Tsunamis and Seiche Evaluation ........................ 10 4.4.6 Landsliding or Rocksliding . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 4.4. 7 Compressible and Expansive Soils . . . . . . . . . . . . . . . . . . . . . . 10 5.0 CONCLUSIONS AND RECOMMENDATIONS ..... '1 •••••••••••••••••••• 11 5 .1 General . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 11 5 .2 Grading anci Earthwork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 5.3 Site Preparation ......................................... 11 5.4 Site Excavation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 5 .5 Fill Placement and Compaction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13. 5. 6 Fill Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 5.7 Temporary Construction Slope& .. : ............................ 14 5.8 Foundations and Slab Recommendations ......................... 14 i , . .; TABLE OF CONTENTS (continued) SECTION PAGE 5.8.1 5.8.2 5.8.3 5.8.4 Foundations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Foundation Settlement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Foundation Setback . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Concrete Slab-On-Grade ........................... . 15 15 16 16 5. 9 Lateral Resistance and Earth Pressures ........................ : 17 5. 10 Exterior Flatwork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 5 .11 Drainage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 5 .12 Vehicular Pavements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 5.12.1 Asphalt Pavement ............................. : . . 20 5 .12.2 Portland Cement Concrete Pavements . . . . . . . . . . . . . . . . . . . 21 5 .13 Slopes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 5 .14 Construction Observation . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 5.15 Plan Review . ·· . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 6.0 LIMITATIONS OF INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 FIGURES Figure 1 Figure 2 Figure 3 APPENDICES Index Map Boring Location Map· Retaining Wall Drainage Detail Appendix A References Cited Appendix B Exploration Logs Appendix C Laboratory Methods and Results ii •1 . ..., Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48. Carlsbad Research Center, Carlsbad, California September 26, 1996 EXECUTIVE SUMMARY Page 1 CTE Project No. 10-1874 Our investigation was perfonned to provide site-specific geotechnical information for the concrete tilt-up structure and associated improvements proposed for Lots 47 and 48, Carlsbad Research Center, Carlsbad, California. Our investigation found that the proposed building pad area of the site is underlain by engineered fills and units of the Cretaceous Point Loma Formation to the maximum explored depth of approximately 33.5 feet below grade (fbg). Groundwater was not encountered in our excavations. Although groundwater levels will likely fluctuate during periods of precipitation. groundwater is not expected to affect the proposed development. With respect to geologic and seismic hazards, the site is considered as safe as any within coastal San Diego County (an area of moderate to high seismic risk). Based on the geologic findings and reference review no active surface faults are known to exist at the site. In general, the results of our investigations indicate that the proposed project can be constructed as planned provided the recommendations presented in this report are followed. Existing fill soils. were found to be medium to highly expansive and some special consideration will need to be used during construction of the proposed structure to mitigate this potential problem. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Page2 Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 CTE Project No. 10-1874 1.0 INTRODUCTION AND SCOPE OF SERVICES 1.1 Introduction This report presents the· results of our updated geotechnical investigation and provides conclusions and geotechnical engineering criteria for the proposed development. It is our understanding that the site is to be developed by constructing a concrete tilt-up structure and associated improvements (e.g., landscaping, •utilities, and parking areas). Our investigation included field exploration, laboratory testing, geologic hazard evaluation, and engineering analysis. Specific recommendations for excavations, fill placement, and foundation design for the proposed structure are presented in this report. Cited references are presented in Appendix A. 1. 2 Scope of Services The scope of services provided included: • A review of readily available geologic and soils reports pertinent to the site and adjacent areas. • An exploration of subsurface conditions to the depths influenced by the proposed construction. • Laboratory testing of representative soil samples to provide data to evaluate the geotechnical design characteristics of the soils. • Definition of the general geology and evaluation of potential geologic hazards at the site. • Soil engineering design criteria for the proposed improvements. • ·Preparation of this summary report of the investigations performed including geotechnical construction recommendations. .., , ... Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure . Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 2.0 SITE DESCRIPTION Page3 CTE Project No. 10-1874 The site is at the end of Rutherford Court, Carlsbad, California. Figure 1 is an index map showing the location of the site. Land use near the site is dominantly commercial, although portions of the area are undeveloped. Currently unimproved, the site was apparently mass graded in the late 1980s (San Diego Geotechnical Consultants, 1988). The site elevation varies from approximately 260 to 270 feet above mean sea level. The site is bounded to the west by College Boulevard, to the north by unimproved mass graded lots, to the east by a concrete tilt-up building, and to the south by Lot 46 (currently being developed). Engineered slopes, at inclinations of generally 2:1 (horizontal:vertical) or flatter, descend from the site to the north and west and ascend from the site to the east. Figure 2 is a map showing the proposed building area. 3.0 FIELD AND LABORATORY INVESTIGATIONS '1 3 .1 Field Investi2ation Field exploration, conducted August 28, 1996, included site reconnaissance and the excavation of seven soil borings to assess the condition of shallow soil materials. The soil borings were. excavated using a Spiradrill T2000, truck-mounted drill rig. Soils were logged in the field by a geologist and were visually classified using the Unified Soil Classification system. The field descriptions have been modified, where appropriate, to reflect laboratory test results. Exploration "':Jf" Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September_ 26, 1996 Page4 CTE Project No. 10-1874 logs including descriptions of the soil and field-testing and supplementary laboratory data are included in Appendix B. Approximate exploration locations are shown on Figure 2. 3.1.1 "Undisturbed" Soil Samples "Undisturbed" soil samples were collecteq using a modified California-drive sampler (2.4- inch inside diameter, 3-inch outside diameter) lined with sample rings. Drive sampling was conducted in overall accordance with ASTM D-3550. The steel sampler was driven into the bottom of the borehole with successive drops of a 140-pound weight falling 30 inches. Blow counts required for sampler penetration are shown on the boring logs in the column "Blows." The soil was retained in brass rings (2.4-inches in diameter, LO-inch in height) and carefully sealed in waterproof plastic containers for shipment to the laboratory. Samples collected in this manner were analyzed for in-place moisture and dry density, direct shear characteristics, Atterberg limits, and particle-size distribution. 3, 1,2 Disturbed Soil Samplioi Bulk soil samples were collected for laboratory analysis using two methods. Standard Penetration Tests (SPT) were performed (per ASTM D-1586) at selected depths in the borings using a standard (1 .4-inch inside diameter, 2-inch outside diameter) split barrel sampler. The driving hammer for the SPT samples was a 140-pound weight falling 30 inches. The recorded blow _count (N) for sampler penetration is shown on the boring logs Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure _ Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26., 1996 Pages CTE Project No. 10-1874 in the column "Blows." Samples collected in this manner were placed in sealed "Zip- Lock" or equivalent plastic bags. Bulk soil samples of the drill cuttings were also collected in large plastic bags. These samples were analyzed for expansivity, maximum dry density and optimum moisture relationship (Modified Proctor), and Resistance 'R'-Value. 3,2 Laboratocy Investi2ation Laboratory tests were conducted on representative soil samples for classification purposes and to evaluate soil physical properties and engineering characteristics. As indicated above, soil samples were analyzed for maximum dry density and optimum moisture relationship (Modified Proctor), expansivity, Resistance "R" value, direct shear characteristics, Atterberg limits, and particle-size distribution. Test method descriptions and laboratory testing results are included in Appendix C . . , 4.0GEOLOGY 4; 1 General Settini The site lies within the coastal mesa portion of the San Diego· area. Land forms in the vicinity of the site consist generally of uplifted, generally flat marine terraces dissected by gullies and rav.ines. Locally, the topography slopes down to the west. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure _ Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 4,2 Geoto2ic Conditions Page 6 CTE Project No. 10-1874 Based on geologic observation and mapping and compaction testing by San Diego Geotechnical Consultants (1988), surface soils at the site consist of eng.ineered fills and units of the Cretaceous Point Loma Formation. 4.2.1 Em~ineered Fill Materials Engineered fill materials were observed in each of our explorations to a maximum depth of approximately 8 and 32 fbg in the northwestern and northeastern corners of the site. Engineered fills generally consist of medium to very dense, dry to moist, silty fine sands and sandy silts with rock fragments. 4.2,2 Cretaceous Point Loma Formation Cretaceous Point Loma Formation materials were. encountered underlying the engineered fill materials and/or disturbed surface soils in each boring. These materials consist '1 generally of dry to moist, gray and orangish brown, sandy siltstone or siltstone. Occasional fossils· (clams, etc.) were observed in some borings. Based on boring observations and work on the adjacent Lot 46 these soils are expected to be very dense. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 4.3 Groundwater Conditions Page 7 CTE Project No. 10-1874 No groundwater was encountered to the maximum explored depth of approximately 33.5 fbg. Groundwater is not expected to affect the proposed improvements if proper site drainage is maintained. 4.4 Geolo2ic Hazards 4 .4. 1 General Geolo~ic Hazards Observation From our investigation it appears that geologic hazards at the site are primarily limited to those caused by violent shaking from earthquake generated ground motion waves. The potential for damage from displacement or fault movement beneath the proposed structure should be considered low. 4.4,2 Local and Reaional Faultina Based on our site reconnaiss~nce, evidence from our explorations, and a review of appropriate geologic literature, it is our opinion that the site is not on known fault traces. The Rose Canyon Fault, approximately 7 .5 miles to the southwest, is the closest known active fault (Jennings, 1987). According to the California Division of Mines and Geology, a fault is active if it displays evidence of activity in the last 11,000 years (Hart, 1994). Other principal active regional faults include: the Coronado Banks and San Clemente Fault Zones, (about 22 and 59 miles southwest of the site); and, the Elsinore, San Jacinto, and Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Page 8 Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 CTE Project No. 10-1874 San Andreas faults (about 22, 45, and 65 miles northeast of the site). Table 1 is a summary, including the seismic characteristics, of the principal regional faults considered most likely to rupture and possibly induce strong ground shaking at the site during the useful life of the proposed construction. Estimated probable earthquake magnitudes are derived from Greensfelder (1974) except where indicated . . .. . . -·· TABLE 1 SEISl\HCITY FOR MAJOR FAULTS FAULT or ESTIMATED ESTIMATED PEAK BEDROCK REPEATABLE FAULT DISTANCE PROBABLE ACCELERATION HIGH GROUND ZONE (miles) AND EARTHQUAKE (in G-forces) ACCELERATION DIRECTION MAGNITUDE (in G-forces) FROM SITE .. Rose Canyon 1.5SW 7.0 0.43g 0.28g Coronado 22SW 6.7* 0.23g 0.23g Banks San Clemente 59SW 1.5 0.09g 0.09g Elsipore 22 NE 1.5 0.27g 0.27g San Jacinto 45 NE 1.S 0.13g 0.13g San Andreas 65NE 8.3 0.10g 0.10g * Estimated Probable Earthquake Magnitude from Artim et al, 1989 ., 4.4.3 Earthquake Accelerations We have analyzed the possible bedrock accelerations at the site using procedures outlined in Ploessel and Slosson (1974). For the intended use, it is our opinion that the most ,_ Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page 9 CTE Project No. 10-1874 significant seismic event would be a 7 .0 moment magnitude earthquake on the Rose Canyon Fault. This event could produce estimated peak bedrock accelerations of 0.43 g and repeatable high ground accelerations of 0.28 g. 4.4.4 Liquefaction and Seismic Settlement Evaluation . Liquefaction occurs when saturated fine-.grained sands or silts lose their physical strengths during earthquake induced shaking and behave as a liquid. This is due to loss of point-to-point grain contact and transfer of normal stress to the pore water. Liquefaction potential varies with water level, soil type, material gradation, relative density, and probable intensity and duration of ground shaking. Because of the generally dense nature of onsite materials and the absence of a permanent groundwater condition it is our opinion that the potential for liquefaction should be considered low in all areas of the project. Seismic settlement occurs when loose to medium dense granular soils densify during ., seismic events. The on-site materials were. generally found to be medium dense to dense. Therefore, in our opinion, the potential for seismic settlement resulting in damage to site improvements should be considered low. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure . Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 4.4.5 .Tsunamis and Seiche Evaluation Page 10 CTE Project No. 10-1874 The site is not near any significant bodies of water that could induce seiche damage. The potential for tsunami damage at the site is nonexistent due to the site's distance from the ocean (approximately 3 miles) and elevation (approximately 265 feet above mean sea level). 4.4,6 Lands·lidini or Rockslidini Active landslides were not encountered and have not been mapped near the site. In addition, the slopes forming the western, northern and eastern borders of the site were apparently properly engineered to preclude landsliding hazards. Landsliding is therefore not considered a significant hazard within or immediately adjacent to the proposed structures. 4.4, 7 Compressible and Expansive sons Based on geologic observation the on-site materials exhibit very low to low compressibility characteristics and are considered suitable for the proposed structure. The expansion index of the tested fill materhds was 86. This value is indicative of soil with a medium expansion potential (per UBC Table 18-1-B). -.., Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page 11 CTE Project No. 10-1874 5,0 CONCLUSIONS AND RECOMMENDATIONS 5, 1 General We conclude that the proposed construction on the site is feasible from a geotechnical standpoint, provided the recommendations in this report are incorporated into the· design of the project. Recommendations for the design and construction of the proposed structure are included below. 5,2 Gradin2 and Earthwork CTE should continuously observe the grading and earthwork operations for this project. Such observations are essential to identify field conditions that differ from those predicted by this investigation, to adjust designs to actual field conditions, and to detect that the grading is in overall accordance with the recommendations of this report. Our personnel should perform adequate observation and sufficient testing of fills during grading to support the Geotechnical Consultant's professional opinion regarding compliance with the noted compaction requirements and specifications. 'I 5,3 Site Preparation Before grading, the site should be cleared of any topsoil, existing debris, and any other deleterious. materials. Expansive. surficial eroded, desiccated, burrowed, or otherwise disturbed soils should be removed to the depth of the competent undisturbed native fonnational materials or competently engineered fill. Based on our explorations this depth is expected to be 1 to 2 feet. Organic Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page 12 CTE Project No. 10-1874 materials not suitable for structural backfill should be disposed of off-site or placed in non- structural planter or landscape areas. All organic materials excavated and removed should be disposed of at a legal disposal site. 5.4 Site Excavation Excavations in site materials should generally be accomplished with heavy-duty construction equipment under normal conditions. Irreducible materials greater than 3 inches encountered during excavations should not be used in fills on the site. Based on the reviewed mass grading plans, recent site investigation activities, and the preliminary site plan provided, it appears that the proposed structures will be founded across a cut:fill transition. To mitigate this transition, we recommend the entire building pad area on Lot 47 be overexcavated to provide a minimum of two feet of compacted fill beneath all footings. For the structure on Lot 48, we recommend the building pad be overexcavated to provide a minimum of one foot of compacted fill beneath all footings. Additionally, we recommend that the bottom of . all excavations be scarified to a depth of 12 inches and properly moisture conditioned and recompacted. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 5.5 . Fill Placement and Compaction Page 13 CTE Project No. 10-1874 The geotechnical consultant should verify that the proper site preparation has occurred before fill placement occurs. As indicated above, areas to receive fill or improvements should be scarified to a depth of 12 inches, properly moisture conditioned and recompacted. Fill and backfill should be compacted to a minimum relative compaction of 90 percent of the laboratory maximum density percent as evaluated by ASTM D 1557 at a moisture content between optimum and 4 percent above optimum. The optimum lift thickness for backfill soil will be c:lependent on the type of compaction equipment used. Generally, backfill should be placed in uniform lifts not exceeding 8-inches in loose thickness. Backfill placement and compaction should be done in overall conformance with geotechnical recommendations and local ordinances. 5, 6 Fill Materials Existing fill soils derived are considered suitable for reuse on the site as compacted fill, provided they are screened of organic materials and materials greater than 3 inches in a maximum dimension. Imported fill beneath structures, pavements and walks should have an expansion index less than . or equal to 30 (per UBC Table 18-1-B) with less than 35 percent passing the no. 200 sieve. Imported fill soils for use in structural or slope areas should be evaluated by the soils engineer to determine strength characteristics before placement on the site. Updated GeotechnicaJ Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 5. 7 -Temporary Construction Slopes Page 14 CTE Project No. 10-1874 Provided below are sloping recommendations for unshared temporary excavations. The recommended slopes should be relatively stable against deep-seated failure, but may experience localized sloughing. The recommended slopes are based on the assumption that excavation side walls will consist of non-cemented silty sands and silt. Onsite soils are considered Types A and B soils with recommended slope ratios as set forth Table 2 below. TABLE2 REC01\1MENDED TEMPORARY SLOPE RATIOS : SOILS TYPE SLOPE RA.TIO MAXIMUM HEIGHT (Horizontaf: Vertical) A (Point Loma Formation) 3/4:1 (Maximum) 20 Feet B (Engineered Fill Soils) 1: 1 (Maximum) 20 Feet Actual field conditions and soil type designations must be verified by a "competent person" while excavations exist according to Cal-OSHA regulations. Also, the above sloping recommendations do not allow for surcharge loading at the top of slopes by vehicular traffic, equipment or . ~ materials. Appropriate s~rcharge setbacks must be maintained from the top of unshared slopes. 5.8 Foundations and Slab Recommendations The recommendations provided below shoulq be considered preliminary and may require revision pending laboratory results or field conditions exposed during construction. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 5, 8, 1 foundations Page 15 CTE Project No. 10-1874 Continuous and isolated spread footings are suitable for support of the proposed structures. Foundation dimensions and reinforcement should be designed based on allowable bearing values of 2000 psf for footings founded entirely on compacted fill materials. This value may be increased by one-third for short term wind and/or seismic loading. On Lot 47, footings should be at least 12 inches w.ide and have a minimum embedment of 24 inches below the lowest adjacent subgrade. On Lot 48, footings should be at least 12 inches wide and have a minimum embedment of 18 inches below the lowest adjacent subgrade. Minimum footing reinforcement for continuous footings should consist of four #5 reinforcing bars; two placed near the top and two near the bottom of the footing. Isolated footing reinforcement should be designed by the structural engineer. 5. 8. 2 Foundation Settlement The potential for foundation settlement should be analyzed once actual foundation loads are known. In general, for the anticipated loads and bearing pressure the following settlement values can be expected under each of the two grading options presented: Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 . Page 16 CTE Project No. 10-1874 The maximum total settlement is expected to be on the order of 1.0 inch. The maximum differential settlement of continuous footings across the building is expected to be on the order of 0.5 inch. 5. 8, 3 Foundation Setback In all cases, footings for structures sh0uld be designed such that the horizontal distance from the top of the adjacent slope to the outer edge of the footing is a minimum of 10 feet. 5.8.4 Concrete Slab-On,.Grade Concrete slabs-on-grade should be at least four inches thick for light industrial loads. As a minimum, concrete slabs should be reinforced with #3 reinforcing bars on 18-inch or #4 reinforcing bars on 24-inch centers. All slab reinforcement should be properly supported to ensure placement near mid-height of the concrete. Special design consideration should be given to the type of business and the building's intended use. Heavy machinery or vehicular loads may require aggregate base; thicker slab and increased reinforcement. ' This office should be contacted provide additional recommendations if conditions differ from those assumed above. In moisture sensitive floor areas, slabs should be underlain by a vapor barrier consisting of a minimum of six mil polyethylene sheeting or equivalent membrane with all laps Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page 17 CTE Project No. 10-1874 sealed. This membrane should be placed over two inches of clean sand (Sand Equivalent > 30) and covered with a minimum of two inches of sand to protect the sheeting during concrete placement operations. 5, 9 Lateral Resistance and Earth Pressures Lateral loads acting against structures may be resisted by friction between the footings and the supporting soil or passive pressure acting against structure. If frictional resistance is used, we recommend allowable coefficients of friction of 0-.35 (total frictional resistance equals coefficient of frictjon times the dead load) for concrete cast directly against compacted fill. A design passive resistance value of 300 pounds per square foot per foot of depth (with a maximum value of 1200 pounds per square foot) may be used. This value assumes a horizontal soil extending at least 10 feet. The allowable lateral resistance can be taken as the sum of the frictional resistance and the passive resistance, provided the passive resistance does not exceed two-thirds of the total allowable resistance. Retaining walls up to ten feet high and backfilled using granular import soils may be designed using the equivalent fluid weights given in Table 3 below. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996. TABLE3 Page 18 CTE Project No. 10-1874 EQUIVALENT FLUID UNIT WEIGHTS (pounds ner cubic foot) WALL TYPE LEVEL BACKFILL SLOPED BACKFILL 2: 1 (HO RIZO NT AL: VERTICAL) CANTILEVER WALL 38 60 (YIELDING) RESTRAINED WALL '58 90 The above values assume non-expansive backfill and free draining conditions. Soils with an expansion index greater than 30 should not be used as retaining wall backfill material. Measures should be taken to prevent a moisture buildup behind all retaining walls. Drainage measures should include free draining backfill materials and perforated drains. Figure 3 provides a recommended gravel and perforated pipe drainage system. These drains should discharge to an appropriate offsite location. Additionally, we recommend that only light, hand-operated equipment be used to compact backfill behind retaining walls. the backfill should not b~ over-compacted, as excessive compaction loads will increase earth pressures above the values give above. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 5, lo Exterior Flatwork Page 19 CTE Project No. 10-1874 To reduce the potential for distress to exterior flatwork caused by minor settlement of foundation soils, we recommend that such flatwork be installed with crack-control joints at appropriate spacings as designed by the project architect. Flatwork, which should be installed with crack control joints, includes driveways, sidewalks, and architectural features. All subgrades should be prepared according to the earthwork recommendations previously given before placing concrete. Positive draina~e should be established and maintained adjacent to all flatwork. Additionally, we recommend that the flatwork be reinforced with #3 reinforcing bars on 18-inch or #4 reinforcing bars on 24-inch centers. 5, 11 Draina~e Surface runoff should be collected and directed away from improvements by means of appropriate erosion reducing devices and positive drainage should be established around the proposed '1 improvements. Positive drainage means drainage away from improvements at a gradient of at least 2 percent for a distance of at least five feet. The project civil engineers should thoroughly evaluate the on-site drainage and make provisions as necessary to keep surface water from . affecting the site. Updatecl Geotechnical Investigation Proposed Concrete Tilt-up Structure Page 20 Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 · CTE Project No. 10-1874 5.12 . Vehicular Pavements All aggregate base materials and the upper 12 inches of subgrade materials to receive pavements should be compacted to a minimum relative compaction of 95 percent of the laboratory maximum density (as detennined by ASTMD 1557). 5.12. l Asphalt Pavement Preliminary pavement sections presented below are based on a Resistance "R" Value of surficial site materials. The asphalt pavement design is based on California Department of Transportation Highway Manual and on traffic indexes as indicated in Table 4 below. Upon completion of finish grading, "R" Value sampling and testing of subgrade soils should be conducted and pavement section modified if necessary. Traffic Area Truck Drive/ Loading Areas Auto Parking Areas TABLE4 ASPHALT PAVEMENT Assumed Traffic Index 6.0 4.5 Subgrade "R" Value 5 s '1 AC Class II Thickness Aggregate Base {inches) Thickness (inches) 3.5 14 2.5 10 Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 5.12.2 . Portland Cement Concrete Pavements Page 21 CTE Project No. 10-1874 We understand that parking and drive areas may be paved with concrete pavements. The recommended concrete pavement section for drive areas has been designed assuming single axle loads of 15 kips, 10 repetitions per day. The above assumed values reflect light industrial traffic loads. Corresponding pavement clesigns presented in Table 5 below may not be adequate for larger axle loads and traffic volume. Concrete used for pavement areas should possess a minimum 600 psi modulus of rupture. Pavements should be constructed according to industry standards. Traffic Area Truck Drive/ Loading Areas Auto Par.king Areas TABLES CONCRETE PAVEMENT DE~IGN Subgrade R-Value 5 5 PCC Thickness (inches) 7.0 6.0 Concrete pavements placed directly on the expansive on-site materials should be reinforced with a minimum of #3 reinforcing bars on 18-inch or #4 reinforcing bars on 24-inch centers each way at mid-slab height. Control joints constructed in concrete pavements should be in filled with suitable filler compound to minimize moisture infiltration into subgrade soils. Updated Geo technical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 · 5, 13 Slopes Page 22 CTE Project No. 10-1874 Existing site slopes were examined and evaluated based on observed soil conditions and recent investigations. Existing site slopes are generally 2:1 (horizontal:vertical) or flatter. Based on anticipated soil strength characteristics, fill slopes should be constructed at slope ratios of 2: 1 (horizontal:vertical) or flatter. These fill, slope inclinations should exhibit factors of safety greater than 1.S. Although graded and existing slopes on this site should be grossly stable, the soils will be somewhat erodible. Therefore, runoff water should not be permitted to drain over the edges of slopes unless that water is confined to properly designed and constructed drainage facilities. Erosion resistant vegetation should be maintained on the face of all slopes. Typically soils along the top portion of a fill slope face will tend to creep laterally. We do not ., recommend distress sensitive hard scape improvements be constructed within five feet of slope crests in fill areas. 5, 14 Construction Observation The recommendations provided in this report are based on preliminary design information for the proposed construction and the subsurface conditions found in the exploratory boring locations. Updated Geo technical Investigation Proposed Concrete Tilt-Up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page 23 CTE Project No. 10-1874 The interpolated subsurface conditions should be checked in the field during construction to verify that conditions are as anticipated. Recommendations provided in this report are based on the understanding and assumption that CTE will provide the observation and testing services for the project. All earthwork should be observed and tested to verify that grading • activity has been performed according to the recommendations contained within this report. All footing trenches should be evaluated by the project engineer before reinforcing steel placement. 5,15 Plan Review CTE should review the project foundation plans and grading plans before commencement of earthwork to identify potential conflicts with the recommendations contained in this report. 6.0 LIMITATIONS OF INVESTIGATION The field evaluation, laboratory testing and geotechnical analysis presented in this report have been conducted according to current engineering practice and the standard of care exercised by reputable geotechnical consultants performing similar tasks in this area. No other warranty, expressed or implied, is made regarding the conclusions, recommendations and opinions expressed in this report. Variations may exist and conditions not observed or described in this report may be e~countered during construction. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 26, 1996 Page 24 CTE Project No. 10-1874 Our conclusions and recommendations are based on an analysis of the observed conditions. If conditions different from those described in this report are encountered, our office should be notified and additional recommendations, if requited, will be provided upon request. We appreciate this opportunity to be of service on this project. If you have any questions regarding this report, please do not hesitate to contact the undersigned. Respectfully submitted, CONSTRUCTION TESTING & ENGINEERING, INC. U_/(_,UI/ k~d~ey D. Ballard, GE #2173 Geotechnical Engineering Mana 1~iy:~h,f;;;;; Senior Engineering Geologist RDB:JO:d file: 10I874/gtrpOl.wpd '1 0 0 I ; I I ( I I / I I -- /' \""( ,_____ .,. V -..., / d \\ / CAf,SBAD I _., ---.... ,I I _, ,, ,I ,,-- / .... \ ,----------.,,, \ I I I I:!: 18 1-; I 7---.. I -..._ I _,_ .... ..... 1/4 1320 1/2 ...... .... 26-10 ' I I __ ., ,/ I I I ,111.1:s $Ot/RCE· THOMAS BROTHERS MAI'S 1996 SAN DIEGO EDITION / I ' _,,. _, .. -// - r :\)~) J' _...--:- ,,-------·· ,· 1 ~\~ CONSTRUCTION TESTING & ENGINEERING, INC. "----" .,. GEOTEClfNIC.\L ,-\Z.,D C"Oi"iSTRt"CTION e:,,..GINEERINO TESTING AND tNSPECTION ~414 VINEY.-\RO .-\\'E:--t·E. STE G ESCONDIDO CA. 92029 (619) 746-4955 INDEX MAP COMMERCIAL BUILDINGS LOTS .f7 & 48, CARLSBAD RESEARCH CENTER CARLSBAD. CALIFORNIA C:IPROJECTS\10-187.CIINDEXMAP CVS LOT48 " LEGEND B-1. APPROXIMATE BORING LOCATIONS -< EXISTING SLOPE --CUT/FILL TRANSITION C.IPR.OIECTSII0.1174\BORl.OC CVS LOT47'"' B-7 <?;i \ -_./ ;f'. -~\, CONSTRUCTION TESTING & ENGINEERING, INC. ii"' • .,, GEOTECHNICAL AND CONSTRUCTION ENGINEER.ING TESTING AND INSPECTION i."-='"'--'a-l. 2414 VINEYAR.D A VENUE. STE G ESCONDIDO CA. 92029 (619)146-49$5 !NOlll!DIIIO.L~C. BORING LOCATION MAP COMMERCIAL BUILDINGS LOTS 47 AND 48, CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA RETAINING WALL FINISH GRADE WALL FOOTING C\PllOJECTS\I0.1174\R.ETWALL,CVS • v' • < ,,. 0. • -.,o a c>~ • 0 ,:7 > • 0 4 0 3/4" GRAVEL SURROUNDED BY FILTER FABRIC (MIRAFI 140 N, OR EQUIVALENT) ~ • ·~-I'MIN >• ~.,. • a • • A • • o J . . . ~., . (Jo • J ,,. 0 • .o a • , 0 ~ 4" DIA. PERFORATED PVC PIPE (SCHEDULE 40 OR MINIMUM 6" LA YER OF FILTER ROCK UNDERLYING PIPE I~ · ~'~1. CONSTRUCTION TESTING & ENGINEERING, INC. :.<5'.~ ';. OEOTECHNICAL ANO CONSTRUCTION ENOINEERINO TESTING AND INSPECTION 2414 VINEY ARO A VEN'l/E. STE O ESCONDIDO CA. 92029 (619)746-495' RETAINING WALL DRAINAGE DETAIL COMMERCIAL BUILDINGS LOTS 47 & 48, CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA APPENDIX A REFERENCES CITED ., ,. REFERENCES CITED 1. Artim, E.R, Estrella, H .. Koehmstedt, M., Ferman, J.L.A., and Ledesma, J., 1989, The Coronado Bank Fault: A Real Threat to San Diego, in Roquemore, G., and Tanges, S., eds., Proceedings of Workshop on "The Seismic Risk in the San Diego Region: Special Focus on the Rose Canyon Fault System," The Southern California Earthquake Preparedness Project, State of California Office of Emergency Services. 2. Greensfelder, R., 1974, "Maximum Credible Rock Acceleration from Earthquakes in California", California Division of Mines and Geology, Map Sheet 23. 3. Hart, Earl W., revised 1994, ''Fault.,Rupture Hazard Zones in California, Alquist Priolo, Special Studies Zones Act of 1972", California Division of Mines and Geology, Special Publication 42. 4. Jennings, Charles W., revised 1987, "Fault Map of California with Locations of Volcanoes, Thermal Springs and Thermal Wells". 5. Ploessel, M.R. and Slosson, J.E., 1974, "Repeatable High Ground Accelerations from Earthquakes-Important Design Criteria," California Geology, p. 195-199. 6. San Diego Geotechnical Consultants, Inc., April 1, 1988, "As-Graded Geotechnical Report, Carlsbad Research Center, Phase III, IV and V, (Lots 76-through 91, 108 and 109)", Carlsbad, California [consultant report]. APPENDIX B EXPLORATION LOGS • ~~. CO? .__}!Yr£I1£?~2~fu~~g,N~~~<?s~:N\I A~~9r~o!NC ~ Hl4 VINEYA~D AVENUE. SUITE O ESCONDIDO CA. 92029 (619) 146•495' ~1:DJ)IQJIIC PROJECT: LOTS 47 & 48, C. R. CENTER DRILLER: BARGE'S DRILLING SHEET: l of l CTEJOB NO: 10-1874 DRILL METHOD: 8-INCH HSA DRILLING DA TE: 8/28/96 LOGOEDBY: J. DEWHURST SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 u C ] C. ~ ~ 8. -e ~ ~ ~ "° u -~ l .3 11! -~ -e r,.; -~ C vi u a u t ,u Q -a ~ > :t ~ -~ r.,j ~ a c§ 0 ~ :::i I! al Q 0 BORING: B-1 Laboratory Tests DESCRIPTION ... o ..... -.--1-----+---+---4i-,,---+--i---=-..-=:=""'""""'== ....... ~e-_,.,.-.-.,_--..,..,...----~.,.....,=--..,.....-1-----,_,_----1 SM DISTURBED/FILL Dry, hght brown, silty, fine SAND, with MAX --~ ... --.... -- --... -5--~ ... - -- ... - -- ~0-[ -- ... - -- I-- ~5-i ... - --.. -- ... - -20- -- -- -- I-- ~5- ... - 17 19 23 17 28 10 28 38 5014" 19 40 5014" 97.7 20.9 MH rock fragments. Moist, dense, light brown, silty SAND and gray, silty fine SAND, with clay. As above, with·light tan, silty SAND As above ---? --? --? --? ··-? -? --?-POINT LOMA FORMATION Moist, very dense, gray SILTSTONE with orange oxidized fractures, visible fossils and fissile bedding As above As above Refusal to continued drtlhng Total depth 19' Boring backfilled with soil cuttings and tamped down FIGURE:I MD B-1 PROJECT: CTEJOB NO: LOGGED BY: C01' ~UCTI ON 1ESTING & ENGn,· 2RING, INC GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION .f. 2414 VINEYARD AVENUE. SUITE·G ESCONDIDO-CA 92029 (619) 746-4955 D«lll-'EDD«l.ll<C LOTS 47 & 48, C. R. CENTER 10-1874 J. DEWHURST DRILLER: BARGE'S DRILLING SHEET: 1 of 2 DRILL METHOD: 8-INCH HSA DRILLING DATE: 8/28/96 SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 BORING: B-2 Laboratory Tests DESCRIPTION ... o+++--1---4--+-.,,.,..,-+---+---==,..,..,.==""=-.-...,,..--:-:--...-..---..,.,--~..,,...,......,,=-_,.-,--+--------' SM DISTURBED/FILL Dry, light brown, silty fine SAND, with ... - '-- I-- I-- i-- -- ... -. ... - ~0- i-- ... - - .. 4 7 9 13 27 --t2 NR [[ NR I-- ~s- ... - ... -·--- --.. ~0-' ii I--( I-- ... - -- -25-•• ... - .. i. 10 15 15 13 17 10 16 19 92.4 24.1 SM rock fragments Moist, medium' dense, gray brown and tan brown, silty fine SAND Encountered rocks and. gravels Dense, no sample (rock in tip) No sample, bouncing on rock No sample, bouncing on rock Moist, medium dense to dense, tan, light and dark gray and red brown, silty fine SAND with some rock fragments As above with dark olive gray, silty SAND As above, dense, with very dark brown silty fine SAND with organic material (roots, plant debris) MD,DS FIGURE:I B-2a r~ COi 1RUCI10N TESTING & ENGH .. ERING, INC ~ GEOTECHl'IICAL AtlO CONSTltUCTION ENGltlEEltltlG TESTll'IG AND ltlSPECTION ti H 14 VltlEYAltO AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746•495S INCO.'IDDIC.1111: PROJECT: LOTS 47 & 48, C. R. CENTER DRILLER: BARGE'S DRlLLING SHEET: 2 of 2 CTEJOBNO: 10-1874 DRILL METHOD: 8-rNCHHSA DRILLING DATE: 8/28/96 LOGGED BY: J. DEWHURST $AMPLE METHOD: DRlVE SAMPLING ELEVATION: -265 ..!! C 0 u .f:-V .e .c J ~ ~ ~ e ~ BORING: B-2(cont) ~ 0 >, 0 Laboratory Tests ~ . ,_ :f ·;;; :II ..J C e ~ u -5 C ,';I ~ .3 tJ :c ~ u ~ "' C. C. > E ~ ·o ~ ~ ~ kE ~ C ~ 0 DESCRIPTION 1,-27, i-- .. - ~0-j 40 SOIS" ... -[ No sample, discount blows, bouncing on rock NR ... -No sample, bouncing on rock ? --? _,_? --? ---? --? --?--27 MH POrNT LOMA FQRMATIQN Moist, very dense, medium to ... -J 43 dark erav, SILTSTONE with oxidized fractures and fossils i-- Total deptn 33.5' Boring backfilled with soil cuttings and tamped down ~s- ... - loo - loo .. i-- 40- I-- I-- i--.. -., 145-' . I-- i-- i-.. .. - ~0- i-- ... - ... -. FIGURE:I B-2b s~ C01 1RUCTION TESTING & ENGH ~RING, INC ~z T.'~,, <, .. ..,TECHNICAL AND CONSTRUCTION l;NCilNEEIUNG T£STINO AND INSPECTION cf/• l'I, 'I. 2414 VINEYARD AVENUE. SUITE Ci ESCONDIDO CA 92029 (619) 746-49H INCl),'EDINOJI/C_ PROJECT: LOTS 47 & 48, C.R. CENTER DRILLER: BARGE'S DRILLING SHEET: 1 of 1 CTEJOB NO: 10-1874 LOGGED BY: J. DEWHURST DRILL METIIOD: SAMPLE METHOD: 8-INCH HSA DRll..LING DATE: 8/28/96 DRIVE SAMPLING ELEVATION: -265 .!! C' ] C. & ~ !. -E i?:-~ >, IIO l s!' 1 Cl.I 0 "ii! -..J e c,i .!:! = .;i .. 2 tJ i .. Q -a ~ > ~ .. c,i 5 i:':' ·s I.! c! ~ c:i 0 ~ ::i c., BORING: B-3 Laboratory Tests DESCRIPTION ~o+-+--+---+---+-e-ir-::~+--t--;,::-===~~-;-i'-~-;-:-~-;---~--~~::--~-+--------1 SM DISTURBED/FILL Dry, light brown, silty fine SAND with ...... ... - ... - .. - ~s- ... - -- -- -- !-lo- ... - .. - -- ,_ - µ_5_ ... - -- -- ... - ~0- ... - -.,; -- ... - -- - .... 7 9 13 MH !OS.I 20.S small ( < 3 ") rock fragments Moist, medium dense, light brown, tan, orange and gray, silty fine SAND ·---? --? -·-? --? -·--? --? --?-POINT LOMA FORMATION Drilling becomes very difficult Moist, dense, olive gray SILTSTONE with orange oxidation and CaC03'CaS04 fracture fills, some fossils Refusal to continued drilhng Total depth 18' Boring backfilled with soil cuttings and tamped down FIGURE:I B-3 PROJECT: CTEJOB NO: t.OGOEO BY:_ ,.!! C. ~ 8. u i!' I ~ c ~ -s ' .. ~ > 3 C. .d 0 ~ ~ ai .... o .... - I-- 2 50/6" .... - -- i-5-tr · 5012" I-- . co~ ]RUCTION 1ESTING & ENGi: ERING, INC \ 11 .. orECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION ~ 2414 VINEYARD AVENUE. SUITE G ESCONDIDO CA. 92029 (619) 746-495' !JlllD,'mlNQJl(C LOTS 47 & 48, C. R. CENTER DRILLER: BARGE'S DRlLLING SHEET: 1 of 1 10-1874 DRILL METIIOD: 8-INCH HSA DRILLING DATE: 8/28/96 J. DEWHURST SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 c:: ~ ... z:. ~ ·2 -~ .. 2 C .. ~ ·0 C ::e ] E ;:, 1111 j c,; .!:! c,j -a. r,j I? :j 0 SM BORING: B-4 DESCRIPTION DISTURBED/ FILL -Dry, light brown silty fine SAND with 10 % rock fragments ----? --? -----? --? --? ---? --?- MH POINT LOMA FORMATION -Moist, very dense, olive brown, SILTSTONE with fractures filled with oxidation, some fossils, very hard drilling No recovery, very dense. Laboratory Tests -OS ----· .. ·--· -----+--f·-Refusal to boring Total depth 7.0' Boring backfilled with soil cuttings and tamped down -- -- ~0- -- -- -- I-- ~S- -- -- -- .... - l-20- -- -- -- ... - -- FIGURE:I B-4 PROJECT: CTEJOB NO: LOGGED BY: ..!! C. e 8. ~ i ~ l i v ,:;; ~ ~ :I: -= ~ c 0 = -0 -- --.... ,--L ,-- -5 rT -- ,-- --- ... - ~o.., ,-- ,-- ,-- ,-- f-15- ... - -- -- -- f20- --- ... - -- -- ~5- --- COJ TRUCTI ON TESTING & ENGH ~RING, INC A': OeOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION @ ~ 2414 VINEYARD AVENUE. SUITE G ESCONDIDO CA 92029 (619) 7~6-49$5 l)IGl),'EDIHGJIIC LOTS 47 & 48, C. R. CENTER DRiLi.ER: BARGE'S DRILLING SHEET: 1 of 1 10-1874 DRILL METHOD: 8,-INCH HSA DRILLING DATE: 8/28/96 J. DEWHURST SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 C & -~ ~ ·;;; ..... C e .. C = ... ~ ·o 0 ~ i >, c,, c;; cj 0 ::, SM "'° j .!:! -= C. f! c:, BORING: B-5 DESCRIPTION DISTURB.ED/FILL -Dry, light brown silty fine SAND with -10 % rock fragments ---· ? ·--? ---? -? --? ---? --?- MH POINT LOMA FORMATION -Moist, dense, olive brown, SILTSTONE with fractures filled with oxidation, some fossils Very difficult drilling No recoverv Refusal to borllig Total depth 5.0' Boring backfilled with soil cuttings and tamped down 't Laboratory Tests ·AL FIGURE:I B-5 PROJECT: CTEJOB NO: CO. TRUCTION TESTING & ENGL _ERING, INC GEOTECHNICAL AND CONSTIII.UCTION ENGINEEIUNG TESTING AND INSPECTION @ 2414 VINEY;\111.D AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746 .. 4955 E)IGl!,lDINCIJ)C LOTS 47 & 48, C. R. CENTER 10-1874 DRILLER: BARGE'S DRILLING SHEET: 1 of 1 DRILL METHOD: 8-INCH HSA DRILLING DATE: 8/28/96 LOOOEDBY: J. DEWHURST SAMPLE METHOD: DRIVE SAMPLING ELEVATION: -265 e 2 .. ·a ~ BORING: B-6 Laboratory Tests DESCRIPTION -0-1--4--+---+---+----l----!~-t--+---;,:=,;::-;-:=-==:~;';"";'-~--:-:-:-~----:-;:---";;-'T"-:-;;:::.-~-+----:-:'7"-;,,o;r----l SM DISTURBED/FILL -Dry, light brown silty fine SAND with RY, El -- ... - ... - I-- .... s- -- -- .... - .... - f40- -- -- -- I-- ~5 I-- ... - -- -- l-20- ... - .... - ... - -- -25- ... - I/ 9/6" ll., 14/6" I/ 8/6" '{_ 10/6" I/ 16/6" '{_ 32/6" [I 14/6" . 30{6" S0/4" 98.1 21.3 97.3 24.3 99.8 20.8 -10 % rock fragments Moist olive brown, light tan, and dark brown, silty SAND with some rock fragments as above Moist, dense to very dense, olive brown and dark tan, silty SAND, with gray rock fragments ·-'-··-? --? ··--? --? ·--? ···--? --?- MH POINT LOMA FORMATION -Moist, very dense, olive brown SILTSTONE with oxidation in fractures and fossils throuimout Total depth lj' Boring backfilled and tamped down FIGURE:I MD MD MD B-6 PROJECT: CTEIOB NO: LOGGED BY: ~ C. E 8. I ~ r?: ! = -~ "' ~ ~ i C. ~ ~ liS s '-0 ..... - .... - t? 50/6" .... .... - -5- ... - ... - ... - -- 1-10- ... - .... - ... - ..... - ~5- ... - -- ... - ... - l-20- ... - .... - .. - .. - "25- .. - l)J-~~. CO: aEoJ!Yr~!!£}l'!~fr~~~2N~R~9s~}NG ~~~~9r~o!NC ~ 2414 VINEYARD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 746--4955 l)!Cu.Vltl)IOJIIC LOTS 47 & 48, C. R. CENTER DRILLER: BARGE'S DRILLING SHEET: 1 of 1 10-1874 J. DEWHURST C ] !-...... s -~ * >, .... Cl:! l!! e en u a rJ C .,, en ~ ·5 0 ~ ::i SM. ~ ..I .2 .c C. ~ c,:, DRILL METI-IOD: 8-INCH HSA DRILLING DATE: 8/28/96 SAMPLE METI-IOD: DRIVE SAMPLING ELEVATION: -265 BORING: B-7 DESCRIPTION DISTURBED/FILL -Dry, light brown silty fine SAND with -l O % rock fragments Laboratory Tests --·-·? ---? ---? --·? --? ----? --?- MH POINT LOMA FORMATION -Moist, very dense, olive OS ' brown SILTSTONE with fractures filled with oxidation, -,., some fossils "-------------------------------1 Refusal to boring Total depth 3.Q' Boring backfilled with soil cuttings and tamped down FIGURE:f B-7 APPENDIX C LABORATORY METHODS AND RESULTS -· APPENDIX C LABORATORY METHODS AND RESULTS Laboratory Iestin2 Pro2ram Laboratory tests were performed on representative soil samples to detect their relative engineering properties. Tests were performed following test methods of the American Society for Testing Materials or other accepted standards. The following presents a brief description of the various test methods used. Classification Soils were classified visually according to the Unified Soil Classification System. Visual classifications were supplemented by laboratory testing of selected samples according to ASTM 02487. The soil classifications are shown on the Exploration Logs in Appendix B. Particle-Size Analysis Particle-size analyses were performed on selected representative samples according to ASTM 0422. The particle-size distribution curves are in Appendix C. Expansion Index Expansion testing was performed on selected samples of the matrix of the onsite soils according to Building Code Standard No. 18-2. Expansion Index results are reported in Appendix C. Modified Proctor Laboratory compaction tests were performed according to ASTM O 1557, Method A. A mechanically operated rammer was used during the compaction process. Modified Proctor analysis curve is presented in Appendix C. In-Place Moisture/Density The in-place moisture content and dry unit weight of selected samples were determined using relatively undisturbed soil samples per ASTM 02216. The dry unit weight and moisture content are shown on the attached exploration logs and are shown in Appendix C. Direct Shear Tests Direct shear tests were performed on samples r~compacted to'90% of the laboratory maximum value or on samples collected in the field in overall accordance with ASTM 03080-72 to evaluate the shear strength characteristics of selected materials. The samples were inundated during shearing to represent adverse field conditions. Consolidation To assess their compressibility and volume change behavior when loaded and wetted, relatively undisturbed samples of representative samples from the boreholes were subject to consolidation tests (ASTM 02435). The results of this analysis are presented graphically in Appendix C. ,, . U. S. STANDARD SIEVE SIZE -~ .!!: ~e!! ,0 0 0 8 8 N ... ..,. C"'\ .,. t"I ,.-00 -M Ii'\ ... N 100 ..----X-)(~:t~-x-r: . . r : ,I : , . I : • ~ ; X:---,-,..-,X..-. -,--,.--.,.-: -----------------. i 't't II ',' ' -------,,, I ' . ---i--... !t . 90 -.. -·---11---1----·-. -.. --------·. -· -----· -··1-½--4---+---i----1-4-4--1--i.-J--J.-1--1 .. ·--··--_.,_,,__,_..__.._ __ --•---~ 80 i ... ... . ··-· ... -. . . . .. ... --·->----·-·----··· t-1-1-J.-.J.----·-.. -· ..... __ ··-·-·-· -·---· • ! 1 ' I w '-l( ,-~ ---·-,-_._ -.__,__ -·---·--·-··· -. ·--l-t---t-+---1--1-1--t-f--+-1--1-··-----·-· -. - 60 , i • : • . --· .• -· ---··. .. • , i I I I ! . i ; :: ·i 50 ···--·---·-· ___ .,_., __ . -.. ~._.. u ta 0.. 40 --• ••• -1---1---.-.. ·:: __ U••-l-• _.._ --•-••-•• • • •• ••• • -••I-I-I--.L--1--t---+----++-f--+--i-1-1--1---•"' ---·--1-• • -~-J..--1----+----~ 30 · -· --l-l--f-t-l--i--t--¼---+---11-1-f-1--J--i--i--J.--1 . ----··-· 1-1--·l-l•--l-+-+--1-·--f----l 20 ··>---1--1---1--1---++--1-1--1--1--1--1---+-------l-11-l--l--1---t.---1---1-H--Hl-+-4-+---l------·----<--l-i---t---1----1 ' lO -,-----l--i--+--+---IH-,1-i--i-·l--1---1-----· ___ ,,_,._ .. ,_ ·-1--1--t--+--+---l--1++-~l..-,l---1---.. ----.... ---------·t------ir---l 0-f--1......L..L-L-...L-.&.--'--...L----f-L..1....1-J..-1--1--J...--J...---+1...L-11-.1...-1...-1...-J..._-1... __ -t-J-l-1-J.--L.--L.--L-...J... __ -+.L..LJ..J.-L.-..L..--.l---L.---I 100 10 l O. l 0.01 0.001 PARTICLE SIZE (mm) PARTICLE SIZE ANALYSIS /, BORING NO. SAMPU! DEml (Fl) SYMBOL LIQUID LIMIT OU PLASTICITY INDEX CLASSIFICATION ~ CONSTRUCTION TESTING & ENGINEERING, INC. B-4 2.s • -_ MH J) GEOTECHNICAL AND CONSTRUCTION ENGINEl!lllNG TESTING AND INSPECTION B 5 2 5 67 34 MH v 2414 VINl!YARO AVENUE, SUITI! G l!SCONDIDO CA. 92029 (619) 746-495' 1---:::-:==-=-~~~~·~--1.-----L-__;__;_-4-__ ~_--J..,..___;;,;::;:;__--1 D«ll.\'Ulll«l,JNC . CTE JOB NUMBER: 10-1874 FIGURE: C-1 6000 5000 4000 Jt V £.' ~ tooo / c., V !; DI: ~ -/ -rn 2000. V 1000 / V I 0 0 1000 2000 3000 4000 5000 6000 NORMAL STRESS (PSF) ., . ,, SHEAR STRENGTH TEST Boring Depth (ft) Cohesion Angle of Friction . Sample Description B-2 20 800 psf 39° Olive sandy silty CLAY ~ CONS1RUCTION TESTING & ENGINEERING, INC. CTEJOBNO: l0-1874 efc, I(~ OEOTECHNICAL AND CONSTRUCTION ENOINEEIUNO TESTING ANO INSPECTION 2414 VINEYARD AVENUE. SUITE O ESCONDIDO CA. 92029 (6-19) 746-495$ FIGURE: C-2 Olll).'IEIU)IOJNC .. \ 6000 5000 0 4000 / V tZ' ./ I! • -!, ... ~ / ~ ~ = tll / 2000 V 1000 0 0 1000 2000 3000 'I 4000 5000 6000 NORMAL STRESS (PSF) ' ' SHEAR STRENGTH TEST Boring Depth (ft) Cohesion Angle of Friction Sample Description B-7 2.5 1600 psf 34° Olive sandy SILTSTONE & CONSTROCilON JESTING & ENGINEERING, INC. CTEJOBNO: 10-1874 :!I • GEOTECHNICAL AND CONSTIWCTION ENGINEER.ING TESTING AND INSPECTION c; 2414 VINEYARD AVENUE. SUITE G ESCONDIDO CA. 92029 (619) 746°4955 FIGURE: C-3 !l«:l),'IDJIIOJIIC z ; ..., .. I -I 5 .. " . \ \ I 4 0 . \ \ \ \ ' . \ 1, \ I J 5 \ \ " 1\ \ I\ ' \ ~ I J 0 \ . ' . \ \ I\ \ ~ \ 125 k \ ,, ' I\ ' I\ I 2 0 \ " . ,_ . ~ -~ u \ ' c.. -115 \ E-!\ ,' I> I.\ I\ = " \ g ' \ I\ ~ 110 ~ • ~\ I\ I\ i., ' . \ I:: '\ \ I\ z t I\ ::, 1•' \ " IO 5 > '\ .. = I\ I\ I\ Q I\ " \ ,, 100 " I\ 1, I\ I\ I\ ' 9 S '" ,, JI. " ' I\ ' I' ' I' " I\ I\ · 9 0 ' " . ,, ,, " '"' r 1, I\. I"- 8 5 1, ....i ).. ,~ 0 5 I 0 15 2 0 2 S 3 0 3 S PERCENT MOISTURE(%) 'I ASTM D1557 METHOD (if A D B De ' MODIFIED PROCTOR RESULTS LAB SAMPLE DEPTH MAXIMUM OPTIMUM SOIL DESCRIPTION DRY DENSITY MOISTURE NUl'tlBER NUMBER (FEET) IPCFl <" -, ... 1 • i.it t•I&\ 6252 B-1 0-2 OLIVE SANDY SIL TY CLAY 111.0 16.0 CTEJOB NO: ~~ CONSTRUCTION TESTING & ENGINEERING, INC. DATE: 9/96 10-1874 I/ f I(~ OEOTEC"HNICAL AND CONSTRUCTION ENGINEEIUNG TESTING AND INSPECTION C-4 2414 ·VINEYAJU> A VEllltJE. STE G ESCONDIDO CA. 9%019 (619)746-49$$ FIGURE: INOISHIUSO INC C.\PltOJECTS\10.117l"ROCTOR.CV5 . •. J CONS·1RUCT10N 1ESTING & ENGINEERING, INC B.. Gl!OTECHNICAL AND CONSTRUCTION ENOINEEIUNO TESTING AND INSPECTION e/ 2414 VINEYAllD AVENUE, SUITE G ESCONDIDO CA. 92029 (619) 7~6-495' l>GHIDINOJIC LOCATION B-1 B-2 B-3 B-4 B-6 B-6 B-6 B-7 LOCATION B-6 LOCATION B-6 CTE JOB NO: 10-1874 MOISTURE AND DENSITY TEST ASTM D-1557 DEPTH MOISTURE CONTENT (feet) (%) 5 20.9 20 24.l 10 20.S 2.5 19.0 2.5 21.3 s 24.3 10 20.8 2.S 17.S EXP ANSI ON INDEX TEST UBC29-2 DEPTH (feet) 0-2' EXPANSION INDEX 86 RESISTANCE "R"-V ALUE CAL TRANS 301 DEPTH (feet) 0-2 DRY DENSITY (pcf) 97.7 92.4 10S.l 10S.7 98.1 97.3 99.8 EXPANSION POTENTIAL MEDIUM . R-VALUE 11 FIGURE: C-5 ,01 J 1"'1-ke J. -4 q q y _, -Z. I I CoNSTRUCTION '}EsTING & ENGINEERING, INC. SAH OIIGO, CA • AIYll.~10!. CA • \"IHTUIA, CA • NODISTO, CA • 'UNCASTU. CA • US WGAS. NV • SIA.TIU. W4 lU4 \'l11cyllr4 Awe. 490 ~ Pr111Rb,.a Ct. 16-tSPxitw:AYc. Soiw IOS lWI Olilfale U 1?1S6 10111 SL W. 1S60 $. \'alley View J3S1 I'. 4hr St. SulcG ~7 Suin A2 UAil I Sulle A·l leacaa, WA ~S Euuillildu, C4 92029 C11r1111a, CA Yl719' (619) 7-4&-t9SS (909) 37HA9Q Osnan!. CA 9,0)j (IOS) ~1S (80Sl .U-9016 TU. Nndes10. CA ,S3S7 Lw:uier. CA 93SH Lu Vt&M. 11V a,103 (206) 'S6·1l6' (109) m.m, caos> 1~,&1, 002> 79s . .un (2u6> ,~ms ,u (/119) 7~ PAX (,0,) }71•1168 r.u (209) SSJ.JS9J '"' (&IIS) 726-9676 f.1.1 (702) 7~-141151>11 September 3, 1996 Via FacsjrniJe No · 612(449-7886 Mr. Ned Bannin& Diversified Properties 1770 Gillespie Way, Suite 101 El Cajon, CA 92020 Subject: Preliminary Foundation Recommendations Proposed Concrete Tilt-up Structures , Mr. Banning: Lots 47 and 48, Carlsbad Research Center Carlsbad, California CTE Job No. 10-1874 At your request we have begun soil investigation activities at the referenced two sires. Our investigation is being performed co develop gcotechnical design recommendations for the proposed concrete tilt-up structures. Our investigation activities include a surficial reconnaissance, observations of exploratory soil borings, laboratory testing, and reference review. J O EXPLORATORY SOIL BORINGS Seven explor.acory soil borings were drilled at the site on Augusc 28, 1996. The maximum depth explored was approximately 33 feet below grade (fbg). In general two types of soils were encouncered in the soil borings. Locally derived fill materials, consisting of generally silty sand and/or sandy silt were found from the surface to a maximum depth of approximately 32 fbg in the northeastern corner of the site and to a maximum depth of approximately 8 in the northwestern corner of che propeny. Underlying this material, and elsewhere at the site, very dense siltsmnes of the Cretaceous Poinc Loma Formation were encountered. ·, 2,0 TREATMENT OF CUT;FII:..L TRANSITION Based on reviewed mass grading plans, recent site invcstigacion activities. and the preliminary sire plan provided, it appears that both of the proposed structures will overlie a cut:fill transition. To mitigate this transition, we recommend th~t the entire building pad are~a on Lot 47 be overexcavatcd co provide a minimum of 2 feec of cornpacred fill b~neath all footings. For the scruc~re ac Lot 48. we recommend that the building pad be overexcavatcd to provide a minimum CEOTECffNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION .,_ ) Preliminary Foundation Recommendations Proposed Concrete Tile-up Structure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California Sepcem~r 3, 1996 Page 2 CTE Job No. 10-1874 of 1 foot of compacted fill beneath all footings. Additionally. we recommend that the bottom of all excavations be scarified to a depth of 12 inches and propi:rly moisrure conditioned and recompacred. 3.0 FOUNDATIONS AND SLAB RECOMMENDATIONS The recommendations provided below should be considered preliminary and may require revision pending laboratory results or field conditions exposed during construction. 3 .1 FoundarioD~ Continuous and isolated spread footings are suitable for support of che proposed sttucrure. Foundation dimensions and reinforcement should be designed based on allowable bearing values of 2000 psf tor footings founded entirely on compacted till materials. In either case, chese values may be increased by one-third for shon term wind and/or seismic loading. On Lot 47, footings should be ac lease 12 inches wide and have a minimwn embedment of 24 inches below the Jowesc adjacent subgradc. On Lot 48, footings should be at least 12 inches wide and have a minimum embedment of 18 inches below the lowest adjacent subgrade. Minimum footing reinforcement for continuous footings should consist of four 115 reinforcing bars; LWO placed near the top and two near che bottom of the footing. Isolated footing reinforcement should be designed by the structural engineer. 3. 2 foundarioo Scttlcmcnc The potential for foundation settlement should be analyzed once actual foundation loads are known. In genc1·al, for the anticipated loads and bearing pressure the following settlement value~ can be expected. The maximum total settlement is expected to be on the order q_f 1.0 inch. The maximum differential settlement of continuous footings across the building is expected to be on the order of 0.5 inch. Differential setdement along continuous footings is expected io be less than 0.5 inch in 20 feec. 3. 3 Foundation Setback In all cases footings for structures should be designed such that the horizomal discance from the top of the adjacent slope to the auccr edge of the footing is a minimum of 10 feet. J 4 Lateral Load Resistance Lateral loads against buildings may be resisted by friction between the footings and the supporting .J Preliminary Foundation Recommendations Proposed Concrete Tile-up Scrucrure Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 3. 1996 Page 3 CTE Job No. 10-1874 soil or passive pressure acting against the footings. If t:rictional resistance is used, we recommend allowable friction coefficients of 0.35 for concrete case directly against compacu:d fills. For the: passive resistance, an equivalent fluid pressure of 300 pounds per cubic fooc (ultimate) may be used. This value assumes a horizontal soil extending at least 10 f~t. Use:: of the passive:: resistance requires thac the footing be cast in direct lateral concract with firm soil and thac a suitable safety factor be applied to the ultimate passive pres~re. 3,5 Concrete SJah-On-fTfade Concrete slabs-on-grade should be at least four inches thick for light industrial loads. As a minimum, concrete slabs should be reinforced with #3 reinforcing bars on 18 inch centers. All slab reinforcement should be properly supported to ensure placement near mid-heighc of the concrete. Special design consideration should be given to the type of business, and the building's intended use. Heavy machinery or vehicular loads may require aggregate base, thicker slab and increased reinforcemem. Slabs should be underlain by a vapor barrier consisting of a minimum of six mil polyethylene sheering or equivalent membrane with all laps sealed. This membrane should be placed over two inches of clean sand (Sand Equivalent > 30) and covered with a minimum of cwo inches of sand co prorcct cbe sheeting during concrece placemenc operations. 4 Q ACTJYE AND AT-REST PRESSURES ·: Retaining walls that are umestrained (free to move at the top);'Should be designed using the active ea11h pressure. For restrained walls (the top braced to prevent movement) the at-rest earth pressure should be used. These pressures can be taken as che equivalent fluid pressures, in pounds per cubic foot, given below: Granular Soil. Level Backfill 38 pcf 60 pcf Granular Soil, 2: l Backfill 58 pct 90 pcf These pressures depend on the assumption that the soil behind the wall is compacted to 90% of maximum dry density at the optimum moisture content. They also require that no free groundwater be present and that significant surcharge loads ~ot exist within a zone defined by a I Preliminary Foundation Recommendations Proposed Concrete Tilt-up Structure Page4 Lots 47 and 48, Carlsbad Research Center, Carlsbad, California September 3, 1996 CTE Job No. 10-1874 one-to-one plane projected back from the base of the wall. In all cases, adequate drains should be placed behind the walls to relieve hydrostatic pressures. Clayey soils with an Expansion Index of 30 or more should not be used as fiJJ material. Project plans should clearly state that use of granular fill material is required. The project geotcclutlcal consultant should be coruacted for specific recommendations if retaining walls on this site do not confonn co !he assumptions stated above. ~ In addition, we recommend that only light, hand-operated equipment be used to compact backfill behind walls. The backfill should not be over-compacted, as excessive compaction loads will increase earth pressures above the values given above. SQ BETAININQ WAJJ, PBAJNAQE A 4-inch diameter perforated pipe subdrain should extend along the heel of any proposed retaining wall backfill. The supdrain should discharge to a suitable location at a minimum Longitudinal gradient of 2 percent. The pipe should be surrounded by 3/4 inch gravel wrapped with a filter fabric. (Mirafi 140N, or equivalent). Should you have any questions or need further information please do not hesitate to contact thi~ office . ..,. Respectfully submitted, CONSTRUCTION TESTING & ENGINEERING, INC. tb/AfrU12m ~1\--- nachan Goodmacher, RG #6143 .. Vice-President, Gcotcchnical Engineering oject Geologist Jc1:d projtclS/10117-411!01.wpd Isis-48 ISIS PHARMACEUTICALS LOT 48 DATE: 5 27 99 ·~ TIM~: 6 24 PM ----------,--------------------------, --------------------------- ALL INFORMATION PRESENTED IS FOR ~EVIEW, APPROVAL INTERPRETATION AND APPLICATION BY A REGISTERED ENGINEER ONLY ------------------------------, ---------------------------------- BUSSPOWER THREE PI{A.SE FAULT ANALYSIS PROGRAM VERSION 1.0 COPYRIGHT SKM SYSTEMS ANALYSIS, INC. 1983, 1986 DISTRIBUTED EXCLUSIVELY BY BUSSMANN, COOPER INDUSTRIES lDATE: 5 27 99 TIME: 6 24 PM PAGE 2 ISIS PHARMACEUTICALS LOT 48 C O N T R I B U T I O N D A T A --------------------------------------------------------------:------- CONTRIBUTION GEN/MOTORS FROM NAME HP/KVA Xd" NO NAME VOLTAGE L-L SYMMETRICAL DUTY KVA AMPS X/R -=----===---=---------------------------------------------------- SDGE 999 MSA POS SEQUENCE IMPEDANCE 4007 PER UNIT 480. lbATE: 5 27 99 TIME: 6 24 PM Page 1 24942. 30000. 30.0 . 00134 + J . 0 Isis-48 • PAGE 3 ISIS PHARMACEUTICALS LOT 48 FEEDER DATA ===========-===================================================== ------------- FEEDER FROM FEEDER TO QTY VOLTS LENGTH FEEDER DESCRIPTION NO NAME NO NAME /PH L-L FEET SIZE TYPE DUCT INSUL -,---------------------------------------------------------------- ============= -1 T-OPl-P 999 MSA 1 480. 100. 4/0 C M THWN POS SEQ z .0640 + J .0497 OHMS/MFT .02778 + J . 0 2157 PER UNIT 2 T-MPl-P 999 MSA 1 480. 100. 2 C M THWN POS SEQ z .2020 + J .0585 OHMS/MFT .08767 + J . 0 2539 PER UNIT 10 T-OPl-S 11 OPl 1 208. 10. 500 C M THWN POS SEQ Z .0294 + J .0466 OHMS/MFT .00680 + J . 0 1077 PER UNIT 20 T-MPl-S 21 MPl 1 208. 10. 4/0 C M THWN POS SEQ z .0640 + J .0497 OHMS/MFT .01479 + J . 0 . 1149 PER UNIT lOATE: 5 27 99 TIME: 6 24 PM PAGE 4 ISIS PHARMACEUTICALS LOT 48 TRANSFORMER DAT A Page 2 Isis-48 ========================================-======================== PRIMARY RECORD SEC NOMINAL NO NAME FLA KVA VOLTS CONN L-L PRI * SECONDARY RECORD VOLTS FLA NO NAME CONN L-L ============ === -==================<===== ======================= ------------- 1 T-OPl-P D 480. 180. 10 T-OPl-S YG 208. 416. 150.0 POS SEQ z 2.7700 + J 4.1500 PERCENT .1:8467 + J .2 7667 PER UNIT 2 T-,,MPl-P D 480. 90~ 20 T-MPl-S YG 208. 208. 75.0 POS SEQ z 2.7700 + J 4.:).500 PERCENT .36933 + J . 5 5333 PER UNIT lDATE: 5 27 99 TIME: 6 24 PM ~AGE 5 ISIS PHARMACEUTICALS LOT 48 THREE PH A.SE F A U L T R E P O R T ======·====-===================-=-=============================== ============= 1 T-OPl-P FAULT: 17644. RMS SYM AMPS, 14669. KVA X/R: 2.117 VOLTAGE: 480. IMPEDANCE TO GND= .00671 + J .01420 OHMS CONTRIBUTIONS: 999 MSA 17644. AMPS X/R: 2.117 2 T-MPl--P FAULT: 10-886. RMS SYM AMPS, 9051. KVA X/R: .735 VOLTAGE: 480. IMPEDANCE TO GND= .02051 + J .01508 OHMS CONTRIBUTIONS: 999 MSA 10886. AMPS X/R: .'.735 Page 3 Isis-48 ., 0 10 T-OPl-S FAULT: 6936. RMS SYM AMPS, 2499. "101A X/R: 1.583 VOLTAGE: 208. IMPEDANCE TO GND= .00925 + J .01464 OHMS CONTRIBUTIONS: 1 T-OPl-P 6936. AMPS X/R: 1.583 11 OPl FAULT: 6722. RMS SYM AMPS, 2422. "101A X/R: 1. 583 VOLTAGE: 208. IMPEDANCE TO GND= .00954 + J .01510 OHMS CONTRIBUTIONS: 10 T-OPl-S 6722. AMPS X/R: 1.583 20 T-MPl-S FAULT: 3605. RMS SYM AMPS, 1299. "101A X/R: 1.350 VOLTAGE: 208. IMPEDANCE TO GND= .01983 + J .02677 OHMS CONTRIBUTIONS: 2 T-MPl-P 3605. AMPS X/R: 1.350 21 MPl FAULT: 3522. RMS SYM AMPS, 1269. "101A X/R: 1.332 VOLTAGE: 208. IMPEDANCE TO GND= .02047 + J .02727 OH1'1S CONTRIBUTIONS: 20 T-MPl-S 3522. AMPS X/R: 1.332 999 MSA FAULT: 30000. RMS SYM AMPS, 24942. "101A X/R: 30.000 VOLTAGE: 480. IMPEDANCE TO GND= .00031 + J .00923 OHMS CONTRIBUTIONS: SDGE 30000. AMPS X/R: 30.000 lDATE: 5 27 99 TIME: 6 24 PM PAGE 6 ISIS PHARMACEUTICALS LOT 48 FAULT ST tJ DY SUMMARY Page 4 ':, ~ BUS RECORD NO NAME 1 T-O1?1-P 2 T-MPl-P 10 T-OPl-S · 11-oi>l . . 20 T-MPl-S 21-MPi ---~---" 999 MSA 7 BUSES, 7 Isis-48 VOLTAGE AVAILABLE L-L 3 PHASE 480. 17644. 4H0. 10886. 208. 6936. -:2"08. 0·12-2·.-7 -. J l.3-605: 208. 208. 1~2-.1 ·...---------, 480. 30000. BRANCHES, 1 CONTRIBUTIONS *** SHORT CIRCUIT STUDY COMPLETE*** Page 5 RMS DUTIES MOMENTARY 18529. 10888. 7066. :'6'84 a . 1J -·-.. 3639. -··----~ 3:55.3 . .! ·-----~=~ I 48578. /·-·"·•\ I -· ' • • , , • .... ·, t ~\ • .-....... r,~~~· .. ; ,,. . . CERTIFICATE OF COMPLIANCE · . . .t·. · .·Par11-~f"2Jt:: ENV.:.1 PROJECT NAME ::J:315 BUILDING TYPE PHASE OF CONSTRUCTION METHOD OF ENVELOPE co~~NCE BUILDING CONDITIONED FLOOR AREA ~ NONRESIDENTIAL D HIGH RISE RESIDENTIAL D NEW CONSTRUCTION 0 ADDITION -~ ALTERATION D COMPONENT ~ OVERALL ENVELOPE ~ •l' ,, ~ h":··. DATJ=_ tt-~ -99 HOTEL/MOTEL GUEST ROOM UNCONDITIONED (File Affidavit) PERFORMANCE This Certificate of Compliance lists the building features and perf ormanc~ specifications needed tq. comply with Trtle 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: 1i9 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 a civil engineer or architect. D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537..2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that ! have contracted to perform. D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section __ _ of the-------'-----'----Code to sign this document as the person responsible for its preparation; and for the following reason:------------------------------ PRINCIPAL ENVELOPE DESIGNER -NAME SIGNATURE LIC. NO. DATE Indicate location on plans of Note Block for Mandatory Measures! c.. _,_t4--'+j .... 1 .... I ______________ _____, INSTRUCTIONS TO APPLICANT , · . , . . . , .;{.,'.,,. -"·, · · . <( . 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. ENV-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV-3: Optional. Use ff -default U-values are not used. Choose appropriate version for assembly U-value to be calculated. 1.~., r ·. '! ' ! .... _ '· ' ' C_ERTIFICATE OF _.COMPLIANCE'· . · ..-: . ':'/. · Pa~ 2 ot 2 \ ENV-1 I PROJECT NAME .-r""". ~~ 1'5 OPAQUE SURFACES ·_:· ·. :. ,". Jr .• : ·;·' ASSEMBLY NAME (99. Wall-1, Floor-1) ~1.----\ {i.oof..-\ WINDOW NAME (eg. WJOdow-1) INSULATION R·VALUE CONSTRUCTION TYPE {eg. Block, Wood, Metal) (eg. R-19, R-22, etc.) - L\-=t .. NO.OF FRAME TYPE PANES (99. Wood, Metal, etc.) M~-rAJ...- LOCA TION!COMMENTS: (99. Suspended Ceiling, Demising, etc.) I I ' EXTERIOR OVERHANG GLAZING TYPE SHADE? CREDIT? (eg. aear, T1nted) N "'-i' I '"t'h.\'f ,14<infrrcf '{:~w-'\ ~ t-1~-rAt-kl ~ UFU:t..i\ ,a J SKYLIGHTS ,, ' : ,, '' ' ' ' · .. 'i'; .. f~Jii.', .. ,, .. '. •' . ' • • " , •• ' ' ,, <,:~ • ,', ~lif .• .. ., . SKYUGHT NAME NO.OF FRAME TYPE SKYLIGHT MATERIAL GLAZING TYPE (eg. Sky-1) PAN~S (99. Wood, Metal, etc.) (99. Glass, Plastic, etc.) {eg. Clear, etc.) - NOTES TO FIELD-For Building Department Use Only . ·,,._;ij~:-·· < · . · · . 1 'H6frt.o=: -/tf!Eu$..{' :tt:;7::~i!r:•· ?:#\,::\::~~~~;:~·~ ~ 1991 I , I OVERALL .. ENVELOPE METHOD : . > -~art·1·ot4 · , ENV-2 . ..\ ' I PROJECT NAME ,ZS\~ WINDOW AREA TEST °l · ' • 1 ·is-:-· · .·. · · . A. DISPLAY PERIMETER ?PB lttX6= 1,zB 1 sf DISPLAY AREA B. GROSS EXTERIOR Wf,JJ., AREA 1425?, I sf X 0.40= I ·570"'2, I sf ·40%AREA ' C. GROSS EXTERIOR Wf,JJ., AREA t425G:, I sf X 0.10 = I 142-5 1 sf MINIMUM STND. AREA D. ENTER LARGER OF A or B I s702, I st MAXIMUM STND. AREA E. ENtER PROPOSED WINDOW AREA I 151,01 st PROPOSED AREA IF EIS GREATER THAN DOR LESS THAN C, PROCEED TO THE NEXT CALCULATION FOR THE WINDOW AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 4. 1. IF EIS GREATER THAN D: WINDOW ADJUSTMENTFAQTOR D. MAXIMUM STANDARD AREA ~---~+I~ ___ _.l=L------~ E. PROPOSED AREA GO TO PART 4 OF 4 TO CALCULATE ADJUSTED AREAS. 2. IF E IS LESS THAN C: WINDOW ADJUSTMENT FACTOR C. MINIMUM STANDARD AREA E, PROPOSED AREA I I+ ..__I __ ___.I = L-----' GO TO PART 4 OF 4 TO CALCULATE ADJUSTED AREAS. SKYLIGHT AREA TEST ,' . : · ·:· ':'::,'r· -·· · ,:·. -.: ATRIUM HEIGHT ~ FT rlF<,.,__J L1,, .. 1 STANDARDo/o•.05 STANDARDo/o•.1 __ 1x1 l= __ I -~ STANDARD o/o GR. ROOF AREA STANDARD SKYLIGHT AREA ' t PROPOSED SKYLIGHT AREA I I IFTHE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PART 2 OF 4. 1. IF PROPOSED SKYLIGHT AREA> OR• STANDARD SKYLIGHT AREA: STANDARD SKYLIGHT AREA PROPOSED SKYLIGHT AREA I -I+..__ __ -' 'sKYUGHT ADJUSTMENT FACTOR GO TO PART 4 OF 4 TO CALCULATE ADJUSTED AREAS. Dec9rnber'1991 ) ·· .. .../' .,, 'I " " " . ,. l u, ..I ..I < := u, C, :Z ::i w (.). in u. 8 a: u, t-it u. 0 se u, a: 0 0 .J u. u, ~ C z i -- .~ :c C, ::i ~ u, ASSEMBLY NAME . (eg. Wall-1, F\oor·1) AREA L\Al J-;_, l l9Lt)l, ~F--1 2A-7£A NA. , Wu1..\. l t 1..12.4 W-n.\. ... ? (/) \ 2..+1.t. w ·z < Q. u. 0 - IB z < Q. u. 0 ·* • HWindow ard'or Skylig)t Aroa Adjustment is Roquirod, use ~ustAld Areas from Part 4 ol 4. Nonresk»ntlal Compl/silce Forms PROPOSED HEAT CAPACITY U-VALUE l:i.? ·n.4c '-l _()_(\,R- NIA l.1~ NIA (\ ,qc; NIA NIA NIA NIA NIA -- NIA_ NIA NIA NIA NIA TABLE VALUES? UA YIN (BXP) D~ c::. '"')(\ 1 DD DD DD DD DD 18-D 19~'1. DD DD DD -DD DD DD DD DD DD DD DD D~ 1'14,t}(' D~ 7.7. \~ DD DD DD DD DD DD DD DD DD DD STANDARD AREA" (Adjustod) U-VALUE ~t.,~~ 0.6'-'t \ bA,~4 O.Q1R 4.~t..n L 2-~ no geater than Column H UA (FXG) Lt...~O - l<:t~2 ~Lo°t - Dec6mber 1991 OVERALL ENVELOPE METHOD} <,· . }Parta_·ot4 ,{ 'ENV-2 OVERALL HEAT GAIN . ,·: . . WINDOW/SKYLIGHT NAME WEIGHTING (eg. Window-1, Sky-1) FACTOR L..\n..l -I C.3+ t.J1"1-? O.M-:c I-. a: 0 z w \ ~ ... \ l.C>2. . \J· \ t-.1 ~-'-. l.02 t; ·ct w W1.l-t \, 31 w uJ.-"2.. -\, 3 l :c I-:) 0 u, ~ J I-u, w ::· ·-~~,. u, I-:c C, ::;j ~ u, @] [Q] AREA SC lB('-) l:.C 49c; IA'i - 110-, ,.~~ I ! [[] [El @] PROPOSED OVERHANG H V HN OHF -I:,"' 1-',· .. '···· ~1 . (" ~t.-·· NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NiA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA • H Wndl:JN and'or Skyliglt /lolea Adjustment is Required, •• Only SC ls usod use Aqusted /loleas from Part 4 of 4. for Skylights. [[I [I] QJ STANDARD TOTAL AREA· . RSHG (BxCxOXG) (ADJUSTED) (or sc-) . ,q() /..,7C, . C\.-4 ,,,,,, --~~() • -, I 7R+ -. .-\-ctt; '1 ' TOTAL (BXIXJ) ~~A-- ?MS 4-t..c ~19911 .......... · l . ... 1' ... I PROJECT NAME WINDOW AREA ADJUSTMENT CALCULATIONS :: . . · · ':, ·:· · · · -· :1 •• \rltt . ·· · · l8l CHECK IF NOT APPLICABLE (See Part 1 of 4.) 00 WALLNAME (eg. Wall-1, Wall-2) ORIENTATION N E S W DODD DODD DODD DODD DODD DODD DODD DODD DODD DODD ODDO DODD DODD DODD DODD DODD DODD ODDO [ID GROSS AREA @] [pJ DOOR WINDOW AREA AREA I TOTALS I .__I ~-'..__· _ _._ _ __, WINDOW ADJUSTED ADJUST. WINDOW FACTOR AREA (From Part. 1) (DXE) , SKVLIGHTAREAAOJUSTMENTCALCULATIONS .. ··. <. ,· . ",' : ... s,,: ·._ .. · ... · -·,;;-_ ' ,, 0 CHECK IF NOT APPLICABLE (See Part 1 of 4.) [ru ROOF NAME (eg. Root-1, Roof-2, etc.) [ID @] GROSS SKYLIGHT AREA AREA ' . -,· 1 TOTALS I ...... I __ ....._ ____ _____, ·j NorlrMidentJal Compllanco Forms J: SKYLIGHT ADJUSTED ADJUST, SKYLIGHT FACTOR AREA (From Part. 1) (CXD) ADJUSTED WALi. AREA 8-(F+C) ADJUSTED ROOF AREA (B-E) DoCOO!b6r1991 I• PROPOSED MASONRY WALL ASSEMBLY , . ~r.. . · : · _:.:~7r--· ·eNV-3 I PROJECT NAME :r:5 \~ COMPONENT DESCRIPTION . ·•. , '. ·-::·;,'., · w Q ~ 0 SKETCH OF ASSEMBLY WALL A-VALUE and HEAT CAPACITY . ' · i> · . · .. J:·<:· . WALL UNT 'THICKNESS ell I NOMINAL INCHES' . / MATERIAL TYPE l{J:)tlaf;rf I (LW CMU, MW CMU, NW CMU, CLAY UNIT, CLAY BRICK, CONCRETE) CORE TREATMENT I (SOLID, GROUTED, EMPTY, INSULATED, NA.) :::======:::· - WALL R•VALUE . ·, , ,4 Aw WALL HEAT CAPACITY \9 1 '2.. HC (FROM TABLE B-5 or B-6) (FROM TA!3LE B-5 or B-6) FURRING/ INSULATION LAYER,(INSIOE and/or OUTSIDE IF ANY) '· . ., '/ > '_,i,t" ;;, .. ,:i ·,, ,: ', .. 1,: ~iflY · FURRING FRAMING MATERIAL I M~U (WOOD, METAL, NONE) FURRING FRAMING SIZE I 7-• I NOMINAL INCHES FURRINGSPACE INSULATION I -I TYPE I. I A-VALUE EXTERIOR INSULATING LA YER I 6~f I TYPE 1· 0,56 I A-VALUE FURRING A~EMBLY EFFECTIVE A-VALUE I. \. \ + EXTERIOR INSULATING LAYER R-VALUE -(FROM TABLE B-7) (FROM MANUFACTURER) INSULATION LAYER R-VALUE l. l Rf WALLASSEMBLVR-VALUEandU-VALUE, ', :·: · .:' .. ;J,'''iiD"·'''."",,,:·,·1\?•:::;,,· .. : INSULATION LAYER A-VALUE WALL R-VALUE WALL ASSEMBLY R-VALUE WALL ASSEMBLY U-VALUE 01 "'I.I i+ Aw I . 2,5 I Rt o,..+o I 1 /Rt DBcembsr 1991 , .. ' 1. 1 ,, '~ II .. · 1·11 . '' ... ! I {11 -·---- f"''• (,. BUILDING TYPE NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEi.MOTEL GUEST ROOM PHASE OF CONSTRUCTION METHOD OF MECHANICAi:.. COMPLIANCE NEW CONSTRUCTION PRESCRIPTIVE D ADDITION; '~ ALTERATION ~ PERFORMANCE PROOF OF ENVELOPE COMPLIANCE [] PREVIOUS ENVELOPE PERMIT ~ ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE . · · , ,.,_ . , .,_., ;.'ll\\\tc·,"' ,c;, ··, ,,,, ;)(i{',f.'M• ·.: "i :''• • ,· '· 1 \, • 1'•}•.' •\~?ill , 1, 11,i ... •,,' -"{,,t.JJ~s.i,, ·,-,, ,· :;., '-· This Certificate of Compliance lists the building features and performance specifications needed to comply with Trtle 24, Parts 1 and 6 of the Galifornia Code of Regulations. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that thf3 proposed building design represented in this set of construction documents is consistent with the other co!T'f-)liance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in sections 11othrough'115, 120 through 124, '140 through 142, 144 and '145. Please check one: !g1 I hereby affirm that I am eligible under the pro.visions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, mechanical engineer, or architect. D I affinn that I am eligible under the exemption to Division 3 of the Business and.Professions Code by Section 5537.2 of the Business and Professions Gode to sign this document as the:n responsible for its preparation; and that I am a licensed contractor preparing documents for work that ~e contrk ed to perform. 0 I affinn that I am eligible under the exemption to i~n 3 of the u Zss and Professions Code by Section __ _ of the __________ ___,_ _ __,,.c.--C e ~A-t ocument as the person responsible for its Indicate location on plans of Note Block for Mandatory Measures 1~ ...... M'---'-~\ ~· ~'----------------' INSTRUCTIONS TO APPCICANT . , : · ·.. : ': ,: · . ·. · · · ){' :t~-~-,~~:-,.. · 1::· :' :· -.'.··, ... ~~:~~·: ..... : · . 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. MECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical corrpliance. MECH-3 and MECH-4: Required for all submittals. Docsmber 1991 CERTIFICATE OF COMPLIANCE·> -·. : __ -~···.P~tio1.s . -t::MECH-1'-. . .. \ •'.. ,, I PROJECT NAME :::t:S:r: s SYSTEM FEATURES ·. · · ;y;, . . -, . I r-SYS_TE_M_NAM_E _____ __,11 ...... _.._,Q,__-e ...... · ____ •-ss..-.___.11 MECHANICALSYSTEMS I ....... I _________ __, itfllil TIME CONTROL SETBACK CONTROL ISOLATION ZON!:S .. HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE OUTDOOR AIR CFM HEATING EQUIP. TYPE I HIGH EFFIC.? MAKE AND MODEL NUMBER COOLING EQUIP. TYPE I. HIGH EFFIC.? MAKE AND MODEL NUMBER , I l HEAT PUMP THERMOSTAT? ELECTRIC HEAT? VAY MINIMUM POSITION CONTROL 7 SIMULTANEOUS HEAT/COOL? HEAT ANO COOL SUPPLY REScT? HIGH EFFICIENCY? 0 - I I I CODE TABLES: Enter code from table beloW into columns above. TIME CONTROL SETBACK CTRL. ISOLATION ZONES S: Prog. Switch H: Heating Enter numbor of 0: Occupancy Sonsor C: Cooling Isolation Zones. M: Manual Timer B: Both Y:Yes N:No VENTILATION OUTDOOR DAMPER ECONOMIZER B: Air BaJanoo A: Auto A:. Air C: OUtslde Nr Carl G: Gravity W:Watsr M: OUl N.r Measure N:NotRequired D: Demand Control N: Natural ,;r,;L;:;.;; ;.; ;:;~ :.~~:: ···.::~.= .::···i~ ·····-:·:: ;,;~ ;~ :·:~ ::;1~·.;.;:;_;~ •:;~~. I -~ .•. :.: .. )X::::>J: I "'\ I FAN CONTROL I: Inlet Vanes P: Variable Pftch V:VFD O:Other 0.A.CFU Enter OUldoor AA CFM. Nola: This shall be no less than Column G oo MECH-4. NOTES TO FIELD-For Building Department Use Only ·1 • , : ¾ •• • ·;:: ·_<.''.·tJ~,~-·,·;, · \·· " . ·.-:. . · D9cembQI' 1991 ; I ,. ' ' 1 . ! '. .. ,' ./"-.. ,...--._ ( I PROJECT NAME-r" .. ....1-.~:C.S DUCT INSULATION , ·. 't·· . · · "--' :~Y.. ·· ... ··r. _,,:,• \~:~,!k't'· ·; .. ,:;:1 · '..)J.:/ SYSTEM NAME . DUCT LOCATION (Roof, Plenum, etc.) lJP .. PLaJU~ PL.E...:lut4 . I DUCT TAPE ALLOWED? y N D~ D~ DD DD DD DD DD DD DD DD DD DD DD DD DUCT INSULATION A-VALUE '2..2-1 tLi '\ ... jj:··~·····~······· ~1··· PIPE INSULATION · : ' :-·:. :· ·. · "'.'-'.,·· ,-;r,: .. · '·. ·t :<,}:~':-,··~ri:it ,,: , · ' . ·· · SYSTEM NAME PIPE TYPE (SUpply, RebJm, otc.) f0A. INSULATION . REQUIRED? y N DD DD DD DD DD DD DD DD DD DeC61T1ber1991 '' II '' }I ll ' r~ '' ' ' NOTE: Provide one copy of this form for GOCl1 mochnnicru systom whon u!Jlng tho Proscriptive Approach. 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE. • OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD -ENVELOPE LOAD -LIGHTING -PEOPLE -MISC. EQUIPMENT -OiHER -OiHER 3. SELECTION: A SAFETY/WARMUP FACTOR TOTAL CFM (From MECH-4) WATTS/SF It OF PEOPLE (From MECH-4) WATTS/SF l--c_oo_L_1N_G--; I x; I LO I l:t,9 I._____. B. MAXIMUM ADJUSTED LOAD (Totnls !Tom abovo X Safoty/Warmup FtlCtor) 1£~1~ r C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN i FAN DESCRIPTION [ID . DESIGN BR~KEHP l'N:OTE: lnducla ody fan systems oxcooding 25 HP (soo §144). Total Fan System Power Demand may not oxcood 0.8 Wntts/CFM for ~tvollXM systems or 1.25 Watts/CFM for VAV systoms. K8ru / Hr KBtu/ Hr EFFICIENCY NUMBER PEAK WATTS CA.I MOTOR DRIVE OF FANS Bx Ex 746 / (C x D) (Supply Fans) TOTALS I .__I __ __, TOTAL FAN SYSTEM I POWER DEMAND _ WATTS/ CFU ~Col-.-F-/ Co_l._G_, ......... / u ,.. , I • I j: ! ! t,· ~· ·. i ·, l' FLOOR AREA l NOTE: Provide one copy of this form for Gach mochnnical systom whon using tho Prosc1iptlvo Approach. 1. DESIGN CONDrnONS: • OUTDOOR, DRY BULB TEMPERATURE _c_o_o_L_IN_G--i I Ii I • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD 2AO I TOTAL CFM (From MECH-4) • ENVELOPE LOAD -LIGHTING ·PEOPLE • MISC. EQUIPMENT ·OTHER ·OTHER 3. SELECTION: A. SAFETY/WARMUP FACTOR WATTS/SF/ ! ii OF PEOPLE (From MECH-4) WATTS/SF TOTALS B. MAXIMUM ADJUSTED LOAD (Totals from abovo X SalotyM'nrmup Factor) l~:1zl--C. INST Al.LED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN ! f'.AN DESCRIPTION DESIGN BRAKE HP TE: lndudll ortj fan systems oxcooding 25 HP {soo §144). Total Fan System Power Demand may not oxcood o.a Walts/CFM tor -·· consfa1tvo«JmQ systems or 1.21> Watts/CFM tor VAV systoms. EfflCIENCY MOTOR DRIVE KBlu I Hr KBlu/ Hr NUMBER PEAK WATTS CFM OF FANS Bx EX748/(Cx D) (Supply Fans) TOTALS I .__I --~ TOTAL FAN SYSTEM I POWER DEMAND . WA TIS/ CA.( ~Cot-.-F-/ Co-1.-G- D<Joomb6r 1991 .. _,./' c) ' I ! ' ' H , PROJECT NAME DATE 4, FLOOR AREA l -z.. NOTE: Provido ooe copy of this form for oach mochanica/ systom whon using tho Proxriptlvo Approach. 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD • ENVELOPE LOAD •LIGHTING ·PEOPLE • MISC. EQUIPMENT -OTHER ·OTHER 3. SELECTION: A SAFETYIWARMUP FACTOR I -'2AO I L f--c_oo..,,,...L_IN_a_-11 "4i I 77, 72 TOTAL CFM (From MECH-4) WATTS/SF JI OF PEOPLE (From MECH-4) WATTS/SF -HtS~~ (Doscrlbe~H~ C) (Doscrlbo) TOTALS I 3o,o I B. MAXIMUM ADJUSTED LOAD (Totals from abovo X Safoty/Wnrmup Factor) ~-C. INSTAI..LED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN ! FAN DESCRIPTION @] . DESIGN BRAKE HP ./ !NOTE: lncludll ofty Ian-systems oxcoodng 25 HP (soo §144). Total FM Systom Pow« Demand may not oxcood 0.8 Wo.tls/CFM for eatantvolumo systems or 1.25Wo.tts/CFM 1or VAV systoms. @) EFFICIENCY MOTOR DRIVE KBtu I Hr NUMBER PEAK WATTS OF FANS Bx Ex746/(Cx D) KBtu /Hr CFM (Supply Fans) TOTALS 11 ..... __ _., TOTAL FAN SYSTEM I POWER DEMAND _ WATTS I CFM ._Col ___ F_/ Co_l._G__. °'1cembor1991 c_) ,' ll ,, It -1· ,, j, i I I -.. IPROJECTNAME w ~ SYSTEM NAME tf - NOTE: Provide one copy or this form for oacti mochunicnJ systom whon us!n<J lh-0 Proscrlptlvo Approach. 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2.SIZJNG: • VENTILATION LOAD • ENVELOPE LOAD -LIGHTING -PEOPLE -MISC. EQUIPMENT -OTHER -OTHER Bo \. 2. ,o, ; ! TOTAL CFM (From MECH-4) WATTS/SF # OF PEOPLE (From MECH-4) WATTS/SF ·M lS~LI~ (DoscrlbG~,H~ (DoscrlbG) COOLING Em 77-,, TOTALS I }i-~ I 3. SELECTION: A. SAFETY,WARMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from above X Safety/\Nnrmup Fnctor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN ! ~- KBtu I Hr KBtu / Hr FAN POWER CONSUMPTION <·//~.!;l!,,;'i'1}:':t .'~1 ,t~ :· ,':¥:::, ·:" t:~,·Y:~:~,1:4'lli\,,~i, 1~~;J~·.:t~·1~:-~·r1.,11"'itr,: ~'.11~1J]:Jf.f:fJ~;({:t.~~I~~i'-~f~·:?~f:~1,:~f\~~:~~!{{1.~;:,tr tY~::i: ·/·;, -: .. ' ... ~ [ru [ID . @J [pJ ffiJ !I] @] DESIGN EFFICIENCY NUMBER PEAK WATTS Cfll FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS BxEx746/(CxD) (Supply Fans) t--\A TOTALS I 11 I lfuTE: lnclocki OfY.'/ Ian systems oxcooong 25 HP (soo §144) .. Total FanSystem Power Demand me:y notoxcood 0.8 Wo.tls/CFM for TOTAL FAN SYSTEM I I ~t volume systoms oc 1.25 Wntts/CFM tor VAV sys toms. POWER DEMAND WATTS/CFM Col. F / Col. G Non/VoSkJMtiaJ Cr,,m~ Form fJ9coolb6r 1991 .. ._/' 18 \ . / .,. < ' ' ··-.! i:. ; I: l I ~ • I J t: l '. 'j i PROJECT NAME NOTE: Provide ooo copy of this fonn tor sach rnochnnicnl systom when using tho Proscriptivo Approach. 1. DESIGN CONDmONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD • ENVELOPE LOAD -LIGHTING -PEOPLE • MISC. EOUiPMENT -OTHER -OTHER I I \'2..0 TOTAL CFM (From MECH-4) L WATTS/SF + # OF PEOPLE.(From MECH-4) o, WATTS/SF ·M lS~~ (DoscrlbG~+l~ (Doscrlbo) FLOOR AREA -, 7-0 COOLING ~ 77-, z.,o TOTALS I 1Q,OI 3. SELECTION: A. SAFETYIWAAMUP FACTOR B, MAXIMUM ADJUSTED LOAD (Totals from obovo X Sa1oty/Warmup Factor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN ! [ID . @J DESIGN Er-FICIENCY FAN DESCmPTION BRAKE HP ~A TE: Include orJy fan systems oxcooong 25 HP (soo §144). Total Fsn 5ystom Pcm81' Demo.lid may not oxcood 0.8 Wnlts/CFM for . constant \l'Oltrne systems or 1.25 Watts/CFM for VAV systems. MOTOR DRIVE . ,. ~f----+------l ~ -,~ NUMBER PEAK WATTS CAA OF FANS Bx Ex746/(Cx D) (Supply Fans) TOTALS I ~I --~ TOTAL FAN SYSTEM I POWER DEMAND . WATTS/ CFJ,l ~CO!-.-F-/ C<:J-1.-G- t»c«nb«1991 ...•.• / u I l r. "' il· ,, ' f. ! :i l: '1i, 0 I ~ I I ii I i' i' l ; ....... : -.: ! I NOTE: Provide one copy of this form for ooch mochunical systom whon usl~l tho Proscripllvo Approach. 1. DESIGN CONDITIONS: • 01.JTOOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD • ENVELOPE LOAD • LIGHTING -PEOPLE ·MISC.EQUIPMENT -OTHER ·OTHER \ !) 0 I TOTAL CFM (From MECH-4) WATTS-/SF ll OF PEOPLE (From MECH-4) WATTS/SF f---c..,,oo_L_1_N_G--1 I "4i I 2 0 TOTALS I 3 1. 3 I .______. 3. SELECTION: A. SAFETYNw'ARMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from abovo X Safoty/V,/armup Foctor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN ! ~~ KBtu I Hr l<Blu/Hr FAN POWER c·ONSUMPTION ': ,,:-. ·~,: ~:f?:r-1:i' ~-. ~~ ~r,; .~ .i \ ~. ;'t'fti'{,ttt1~1~ ' 1 .. ~,,tj~ .. ;r.~f-t?." ',]\V·~"· ':15;~M~~ 'J t~V.-.'4/i.~!&*1f;!?jf?;/.J~'t,·~r~~~J~t.'~·~t:i:' I · i : ' , . ·~; I' : •\ , -.•• ~ •• • f.,., ,'II., .' • • , 'I\ t~~ h;-1.~ _.ti~ ,<rr,~1 \~ ~1'\' •,.,,•~,!~l\.~(,,,.,..(,:;.!1',...-,),1':~i-"ll''~ ,>,.r. .,,.f-,''~~.,, ,1_ • ,,~, [Kl ffi] ' @) [Q] ffil [El @] DESIGN EFFICIENCY NUMBER PEAK WATTS CR( FAN 01:SCRIPTION BRAKE HP MOTOR DRIVE OF FANS BX EX 746/ (C X D) (Supply Foos) t--.\A '<' TOTALS I 11 I /' l"NOTE: I~ °'*'I Ian systems oxcooding 25 HP (soo §144). Total Fan Syswm Powor Domand may not oxcood 0.8 Wa\\s/CFM for TOTAL FAN SYSTEM I I ~tvolutne syslems or 1.25 Watts/CFM for VAV systoms. POWER DEMAND WATTS/CFM Col. F /Col. G . Nonre.sid9'1tia/ Comp/Jatlc9 Form D6COOJbGr1991 ,_./' 0 i• ,. ·--.1i: i I -.: I 'I ,,,' ,I ,, ! ' ' .. PROJECT NAME I . I NOTE: Provide ooe copy of this form !or oach mochnnicnl systom whon uslng tho Proscriptive Approach. 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE ·OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD • ENVELOPE LOAD ·LIGHTING ·PEOPLE • MISC. EQUIPMENT -OTHER -OTHER 3. $ELECTION: A. SAFETYNIARMUP FACTOR 1o · 1 TOTAL CFM (From MECH-4) \. . WATTS/SF # OF PEOP~E (From MECH-4) WATTS/SF B: MAXIMUM ADJUSTED LOAD (Totals from above X SafetyN/armup Factor) C. INST Al.LED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN J 1--c_oo.,,,_..L_1N_a--1 I "42 I I z.s.f I..__ l~~~rl- KBtu /Hr KBtu I Hr FAN POWER CONSUMPTION'·: '', .~\ r::.~. ·1~-~-:·1:·:· . :~ n ; ,:~~:. I ,~;,It 1:t:~:.:}.;. ~:,!{tri1$}f~:,:1t~:~~ft:1~4·?;;~:~~t?t~:::rt{!i.?tt'W.t~¥;~~1::~ltf;:;yy~(::&~tiift,:,t~\::·:,, ;i:,:!. . ~ • . ·,; ~ [ID . @J [Q] [[] [I] @:l DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS Bx Ex 746/ (CX D) (Supply Fans) ~A . .. TOTALS I 11 I / l'NOTE: Include orl:-/ fan systems excoodng 25 HP (soo §144). · Total Fan System Power Demand may not oxcood 0.8 Wntts/CFM for TOTAL FAN SYSTEM I I ~tvo!OOlQ systems or 1.25 Wntts/CFM for VAV systems. POWER DEMAND WATTS/CFM Col. F / Col. G NonrasidMtial Com~ Fomi D9oomb9r 1991 j . ...,,,, ,../ i l' i :! :\· t ,' -.. i. PROJECT NAME / NOTE: Provide one copy·pf this form for ooch mochMicnl systom whon uslng U)-0 Proxrlptivo Approach. 1. DESIGN CONDmONS: • OUTDOOR, DRY BULB TEMPERATURE •OUTDOOR, WFr BULB TEMPERATURE • INDOOR, ORY BULB TEMPERATURE 2.SIZING: -VENTILATION LOAD -ENVELOPE LOAD -UGHilNG • PEOPLE •MISC.EQUIPMENT -OTHER ·OTHER r '5 o i TOTAL CFM (From MECH-4 > WATTS/SF # OF PEOPLE (From MECH-4) WATTS/SF FLOOR AREA -, 1--c......,9,_L_1~_G---i I "4~ I TOTALS 3. SELECTION: A. SAFETYJWAAMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from above X So.fety/Wnrmup FQ.ctor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN i KBtu /Hr l<Btu/Hr FAN POWER CONSUMPTION··.·, ... .-~.:~ ,,-· .. ·',',. ,. -~ •,· · :~: ... , /··' '_,(\fN1,.1~'.ii,.,'}1£f:$l ·.:;?:''fJ-:'tit F ·;~,~".::.r{?~?:\-l[({t~~,.-~j:~r;,i;J~":·~~~.(1~':l&m::,::~)t :.·'" ·. · · . ' ,!h] [fil . @J [Q] [fil [E] @ DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS BX EX 746 / (C X D) (Supply Fans) l-4A - TOTALS I 11 I r l'NOTE: lncluclG only Ian systems oxcooding 25 HP (soo §144). TOTAL FAN SYSTEM Total Fan System Power Demand may not excood 0.8 Watts/CFM ror I I ~tvo!ume systems or 1.25 Watts/CFM for VAV systems. POWER DEMAND WATTS/CFM Col. F/Col. G Non~tJal CompJJ/lna, Form 09c6mbfJr1991 () ' i 1· ,· ··--1 ' l -.;, J ' "· ' ' '. 1 · r ' l: l I l .. l · I \ ' \ I• i J. H PROJECT NAME NOTE: Prollide one OOfJY of lhis loon for each mochnnicnl systom whon using tho Proscriptive Approach. 1. DESIGN CONDtT!oNS: • OuroooR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD • ENVELOPE LOAD ·LIGHTING ·PEOPLE • MISC. EQUIPMENT ·OTHER ·OTHER '38C j TOTAL CFM (From MECH-4) WATTS/SF II OF PEOPLE (From MECH-4) WATTS/SF _c~_o_L1_~a-I Ii I t .. 2 0 TOTALS I 43, 6 I ..._______. 3. SELECTION: A SAFETY/WAAMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from above X Safotyfvl/armup Fo.ctor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-8, EXPLAlN i ~ ~-@J [Q) DESIGN EFFICIENCY FAN DESCRIPTION BRAKE HP MOTOR DRIVE ~A l"TE: lncluda only fan systoo,s excoocing 25 HP (soo §144). ' Total Fan·Systom Power Domand may not oxcood o.o Watls/CFM !or ] ~atontvollJOlQ systemsOC' 1.25 Wntts/CFM IOC' VAV systoms. NonresidooliaJ Complillnce Fenn KBw/Hr KBw/Hr []] [I] @] NUMBER PEAK WATTS CFM OF FANS Bx E x746/ (C X 0) (Supply Fans) TOTALS 11 TOTAL FAN SYSTEM I POWER DEMAND WATTS/CFM Col. F /Col. G fJ9c6rnb6r 1991 ._,/ i u .... I I ,, !\ 1· I '· ,: 1-: l' l . ~ • l q ' ' NOTE: Provide ooe copy of this form for aocti modlanicru systom whon uslng tho Proscriptlvo Approach. SIZING and EQUIPMENT SELECTION;,'•'"'.' I ,; , ' "· ' . :. ,', '.,, ,,'1/_:$~)) ',, ,:; '. ' 1· •' ,\ ',',',',' ': ;'.•'.;',;/,',<f{r,~f);•;t'.1l'f{;,\:t:;\'. ','7L~0~\'\'i;;'(i)1,:g;'.f1'' ',,-' ,'l/;t, ~.' · ,'· • , , 1 • , 1 • 1 1 ,, ·I , ,' , • • • , ••11.tR' • ·,lrt' .. • ".,. ' \. -!."!',.. , .,·~~,• 1,_1 ,' • , , , , v 1, DESIGN CONDITIONS: ··OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, Wcf BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD • ENVELOPE LOAD ·LIGHTING • PEOPLE • MISC. EQUIPMENT ·OTHER ·OTHER I eo TOTAL CFM (From MECH-4) WATTS/SF # OF PEOPLE (From MECH-4} WATTS /SF i--c.....,o:-oL_IN_G--1 ~ ~7_'2.-~I 12 I TOTALS I -z.6/5 I .____. 3. SELECTION: A. SAFETYM'ARMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Totnls from above X SalotyM'armup Fnc\or) C. INSTAI..LEO EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAlN J I t?.~1-- l<Bru I Hr l<Bru/Hr FANPOWERC NSUMPTION ': ""\~::· \t~ ··,1t~~-~·i~ ~, ... ! 'r 1.; ~:~ : ( ~."?.,1.:~:~~rf;:,fu;\{r~' :~·:~~ff~:?; f:Jt:;,\~~.-r \~1/{x,t)fi1J:!~~?itl::i~~:{·l~!;).~{"!~ ~~~1:;~~!. ,··_.: ~: . I'~ 00 [ID . @] [Q] [ID [£] @] DESIGN EFFI.CIENCY NUMBER PEAK WATTS CFlol FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS BX EX 746/ (C X D) (Supply Fans) NA .. " TOTALS I 11 I @TE,""'""'""" 1M "'""'" -25 HP(""' §1«}. tn1 Fan System Power Demand may not oxcood o.o Wntts/CFM for TOTAL FAN SYSTEM I I 0008tllntvolume systems or 1.25 Wntts/CFM for VAV systems. POWER DEMAND ' ' WATTS/CFM Col. F/Col. G Nonresidsntial Compliancq Form I 09C6mb6r 1991 I ._./' (J ,. ,/ I. I•' !; ' ! ,'' ! PROJECT NAME NOTE: Provide one copy of this loon !or e;id) mochMicnl systom whon using tho Proscriptivo Approach. 1. DESIGN CONOITIONS: COOLING 1421 • OUTDOOR, DRY BULB TEMPERATURE 9\ • OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 71...., I I 2.SIZING: -VENTILATION LOAD j l 0 I TOTAL CFM (From MECH-4) • ENVELOPE LOAD -LIGHTING L WATTS/SF -PEOPLE i # OF PEOPLE (From MECH-4) • MISC. EQUIPMENT ,01 WATTS/SF -OTHER . ·H l5~~ -OTHER (Doscrlbe~H~ (Doscrlbe) TOTALS 3. SELECTION: A. SAFETY/WARMUP FACTOR ~ B. MAXIMUM ADJUSTED LOAD (Totals from above X Safoty/V>/armup Factor) I• I C. INSTALLED EQUIPMENT CAPACITY I IF LINE 3-C IS GREATER THAN LINE 3-8, EXPLAlN KBtu /Hr KBtu/Hr ! FAN POWER CONSUMPTION.·,:,:,:·:~:--\.:·:·'.': :'··.-· ,·.1:'·.1;~~:.rJ·~; .·.:.t: 1 :~;,\·; :: •• ;"~:·:·,,t,;~,~~~~;;{?f~~~,:~~::~~!.l-· .. ::r,·~ .. t;)(··~:.i'·~1~~J~,:-.. t~!· -~,,·:,·,:~(, · ,. [Kl [ill . @] [Q] [[] m @] DESIGN EFFJCIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRA~HP MOTOR DRIVE OF FANS Bx E x746/ (Cx D) (Supply Fans) ~A . : : ! ; TOTALS I II I :rE: lncluda ori:-/ tan systnms oxcooding 25 HP (soe §144). Total Fan Systom Power Domo.nd may not oxcood 0.6 Watts/CFM for I TOTAL FAN SYSTEM I I COO$Ullll volume syst&ms or 1.25 Watts/CFM for VAV systoms. I POWER DEMAND WATTS/CFM Col. F/Cot. G NonresidentJal Compli8n<;6 Fonn Decemb<Jr1991 ._,/' ...... cJ _,./ ,: ,, i' I ,!· :\·. t- NOTE: Provide one c;opy of this loon for ench mochanical syst8!Tl when using tho Proscriptlvo Approach. 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE -OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD -ENVELOPE LOAD -LIGHTING -PEOPLE • MISC. EQUIPMENT -OTHER -OTHER :zs TOTAL CFM (From MECH-4) WATTS/SF # OF PEOPLE (From MECH-4) WATTS_/SF, t-C-:00=-L~IN_G--1 I "4~ I 0 ./2. C TOTALS I 14. 7 I _____ ___ 3. SELECTION: A. SAFETY/WARMUP FACTOR B. MAXIMUM AOJUSTED LOAD (Totals from above XSafetyM'nrmup Fnctqr) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C rs GREATER THAN LINE 3-B, EXPLAIN ~ [fil . DESIGN FAN DESCRIPTION BRAKE HP NA TE: Include od:o/ fan systoois oxcoodr,g 25 HP (soo §144). Total Fan Systom Power Demand may not oxcood 0.6 Wntts/CFM for constant volume systems or 1.25 Wntts/CFM for VAV systoms. EFFICIENCY MOTOR DRIVE NUMBER OF FANS I llZJrl-- KBtu I Hr KBw / Hr PEAK WATTS Bx Ex746/(Cx D) CFM (Supply Fans) TOTALS II~--~ TOTAL FAN SYSTEM I POWER DEMAND . WA TIS/ CFM .__Col ___ F_/ CO_l._G_, 09c6mbDr 1991 ...... /' cJ 1 1:. , '· :' ; , ~ NOTE: Provide one oopy of this form for oa,;;11 mochanicnl systom whon uslng tho Proscrlptlvo Approach. 1. DESIGN CONDITIONS: COOLING I "4z7 I • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE l 7'2,.., 2.SIZING: -- • VENTILATION LOAD I 3CO I TOT AL CFM (From MECH-4) • ENVELOPE LOAD ·LIGHTING WATTS/SF ·PEOPLE # OF PEOPLE (From MECH-4) • MISC. EQUIPMENT WATTS/SF ·OTHER -~ tS~~ ·OTHER (Describe~ H~.,.- (Doscrlbe) TOTALS 3. SELECTION: A. SAFETYM'ARMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from above X Safety/Warmup Factor) C. INSTAI..LED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN ! 00 @l . DESIGN FAN DESCRIPTION BRAKE HP 1---.\A /' 'NOTE: Include oriy fan aystems oxcoodng 25 HP (soo §144). . I Total Fan System Power Demand may not oxcood 0.8 Watts/CFM ror ~tvoloole systems 01' 1.25 Watts/CFM for VAV systems. @] [Q] EFFICIENCY MOTOR DRIVE I / ~ KBlu /Hr KBlu/Hr [[] [El [§] NUMBER PEAK WATTS CFM OF FANS BX E X746/ (C X D) (Supply Fans) TOTALS I I.__ __ __. TOTAL FAN SYSTEM I POWER DEMAND . WATTS/ CFM ~Cot-_-F_/_Co_l.-G~ t:>&c6mbor'1991 .. .,_/' i l1 1,, •: !I (~ ,/ •: NOTE: Provide one cow of this form IOI'. ooch mochnnicru systom whon u5lng tho Prescriptive Approach. 1. DESIGN CONDITIONS: • OUTDOOR, DRY Bl,JLB TEMPERA 11.JRE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZJNG: • VENTILATION LOAD • ENVELOPE LOAD -LIGHTING -PEOPLE • MISC. EQUIPMENT -OTHER -OTHER 3. SELECTION: A. SAFETYtWARMUP FACTOR \. ,01 TOTAL CFM (From MECH-4) WATTS/SF ff OF PEOPLE (From MECH-4) WATTS/SF B. MAXIMUM ADJUSTED LOAD (Totals from abovo X SafatyM'armup Factor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN ~ f--c_oo_L_I_NG_~ ~ ~7_'2.,__, I 1 z I ~~ KBtu /Hr KBtu/Hr FANPOWERC NSUMPTIONJ~t~~! :.~~i\~if't.;ii\~: ··1 ~,. ! t't: , .. 1 • -~Jf·:::.~~1;;1:i;f~ ITT\{?t~ ~:r:~f.!,•rtrf:t7t{!i/'!f~~~,{4?;\~~:(;~f.J;.¥Jffj~~.:~r!ll ::l!ii~~i~~-:~-.~~~;. !"tr··. ·. . '' . [h] [ID @] [Q] [[j !I] fill DESIGN EFFICIENCY NUMBER PEAK WATTS CAA FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS Bx Ex746/(Cx D) (Supply Fans) t--\A I. "•. TOTALS I 11 I ~ TE: lncludG ori.y fan systems excooding 25 HP (ooo §144). Total Fan system Pow8f Demand may not oxcood 0.8 Wnlts/CFM for TOTAL FAN SYSTEM I I oonstanl volume systems or 1.25 Wntts/CFM for VAV systoms. POWER DEMAND WATTS/CFM Cof. F/Col. G Non~fja/ O:Kn~ Form 06c6mbo{"1991 .,_,I" 0 .,. I' I' I' NOTE: Provide one copy of this form for oach mochnnical syst001 wh<ln uslng tho Proscriptivo Approach. 1. DESIGN CONDITIONS: • OUTDOOR, ORY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD • ENVELOPE LOAD -LIGHTING •PEOPLE • MISC. EQUIPMENT -OTHER -OTHER 3. SELECTION: A. SAFETY,WARMUP FACTOR ! I \ ?)O I TOTAL CFM (From MECH-4) WATTS /SF #·OF PEOPLE (From MECH-4) WATTS/SF B. MAXIMUM ADJUSTED LOAD (Totals from abovo X Safoty/Warmup Factor) C. INSTAI.LEO EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN 2 [Al [§] ' DESIGN FAN DESCRIPTION BRAKE HP -1---\A @J [Q] !I] EFFICIENCY / NUMBER MOTOR DRIVE OF FANS f--c_oo_L_1N_G--1 I "4i I . ~~ KBtu I Hr KBtu I Hr [I] @] PEAK WATTS CA,I Bx Ex746/(Cx D) (Supply Fans) j~TE: lndudo Of'i;-.J fan systems oxcoodng 25 HP (soo §144). TOTALS I I ___ ~ I Total Fan Systam Powor Oome.nd may not oxcood o.o Wntts/CFM for ~tvolume systoms oc 1.25 Watts/CFM for VAV systoms. TOTAL FAN SYSTEM I POWER DEMAND . WA TIS/ CAA '-Col-.-F-/ Co_l._G .... Doo6mb9r 1991 .,_,/' I I i I, .i ,; ··-• 1 L) ,, .. / J •. : . 1' .. {. NOTE: Provide one copy oUhis foon !or oach mochanicnl systom whon using tho Proscriptivo Approach. 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION l,.OAD -ENVELOPE LOAD -LIGHTING •PEOPLE -MISC. EQUIPMENT -OTHER -OTHER TOTAL CFM (From MECH-4) WATTS/SF # OF PEOPLE (From MECH-4) WATTS/SF _c_oo_L_IN_G___, ~ ...______7_7,...._. I I TOTALS I 43,9 I...__ __ _ 3. SELECTION: A. SAFETY/WARMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from above X Safety/Warmup Fuctor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-8, EXPLAIN ! [Kl [ID . @J [ill DESIGN EFFICIENCY FAN DESCRIPTION BRAKE HP MOTOR DRIVE 1'\A. '°TE: lnckJdG ody fan syst&ms excoocing 25 HP (soe §144). Total Fan Syst&m Power Demand may not excood 0.B Watts/CFM for I · ,enstantvolume systems Of 1.25 Watts/CFM for VAV systems. ~-l<Blu I ~r KBlu / Hr [[] [I] @] NUMBER PEAK WATTS CFM OF FANS 8 XE X746/ (CX D) (Supply Fans) TOTALS I .__I __ ___. TOTAL FAN SYSTEM I POWER DEMAND . WATTS/ CFM ._Col ___ F_/_Co_l._G_, Dooomb« 1991 ._,/' 11 111 1· l' (_) PROJECT NAME NOTE: Provide one copy of this form for GOCll mochnnicnl systom whon using th-0 Proscriptive Approach. 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, W'cT BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD • ENVELOPE LOAD -LIGHTING -PEOPLE • MISC. EQUIPMENT -OTHER -OTHER 3. SELECTJON: lW TOTAL CFM (From MECH-4) L WATTS/SF # OF PEOPLE (From MECH-4) WATTS/SF ·Ht~~~ (Ooscrlbe~+\-~.,.- (Describe) TOTALS l DATE,4,... FLOO~AREA olO COOLING ~ C\l 77-72 l I 30 1 l I A. SAFETYIWARMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from above X SaletyMlarmup Fnctor) C. INSTALLED EQUIPMENT CAPACITY ~~ IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN ! F_AN DESCRIPTION .t--.\A [[j . DESIGN BRAKE HP lfuTE: lncludll ooty tan systems oxcoodng 25 HP (soo §144). . Total Fan System Power Demand.may not oxcood 0.6 Watts/CFM !or ~tvok.rno systems or 1.25 Watts/CFM for VAV systams. EFFICIENCY MOTOR DRIVE KBlu / Hr KBtu/Hr @:I NUMBER PEAK WATTS CFM OF FANS Bx EX 746 / (C x D) (Supply Fans) TOTALS I 11 I TOTAL FAN SYSTEM I I POWER DEMAND WATTS/CFM Col. F/Col. G ~ 1991 .,._/' ;u-··. " .,./ ;i I I ! ! !• \ II J_i II " ., ,: ,, , ,1 PROJECT NAME NOTE: Provide 008 copy of this form for oach mochruiicnl !>"fstom whon using tho Proscriptlvo Approach. 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE · • OUTDOOR, WEr BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD -ENVELOPE LOAD ·LIGHTING ·PEOPLE • MISC. EQUIPMENT ·OTHER ·OTHER 2.0o I TOTALCFM (From MECH-4) WATT$/SF # OF PEOPLE (From MECH-4) WATTS/SF 1---c_oo_u_N_G---1 I "4 i I TOTALS 3. SELECTION: A. SAFETYIWAAMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from above X SafotyiWarmup Factor) C. INST Al.LED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN ! i I ~l--t------1 KBtu / Hr KBtu/Hr FAN POWER C NSUMPTION . ·' ,: \ C~\i· 1i".; .'! L_:: · ~ ·; ~.:· I -'·::~; ,~ :: : "':~f·~· ,f -~1,r ~~t~t{~l~j::,-;,·,;:~t:;;rrt~~-1 ~f!f~;.1\1;~~:ft~~li~~~r~~Xlltf.'f: '-~~~~~~;t~i\~ tt, ~. ', ·.\':i' .-• ::· I' [Kl [ID . @) @J [fil [I] @] DESIGN EFFICIENCY NUMBER PEAK WATTS CFU FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS BX EX 746/ (Cx 0) (Supply Fans) t-..\A -- TOTALS I 11 I / ' /'NOTE: lncludll ON/ fan ay,tems oxcoodr,g 25 HP (soo §144). J Total Fan System Power Demand may not oxcood 0.6 Wo.tts/CFM 10< TOTAL FAN SYSTEM I I oonstantvolurno systems or 1.25 Watts/CFM for VAV systoms. POWER DEMAND WATTS/CFM Cot. F /Col. G Non~tJaJ Com~ Foon [)(}cemb(X 1991 .,..,../' u ,../ ,}! ·1 p: 1t1 •" !. t t l i --~.,I )I II -.;1 ... " II 1 ' '·' PROJECT NAME NOTE: Provide coo COfJY of this form for each mochanical systom when using tho Proscriptive Approach. 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.S121NG: • VENTILATION LOAD • ENVELOPE LOAD -LIGHTING -PEOPLE ·MISC. EQUIPMENT -OTHER -OTHER l 2,_.0 I TOTAL CFM (From MECH-4) WATTS/SF # OF PEOPLE (From MECH-4) WATTS/SF Ht$~ili (Doscrlbe~~ (Do scribe) · t--C--:00=:--L-:-IN_G--1 I "4 i I l TOTALS I 23,\ I.___.. 3. Scl.ECTJON: A. SAFETYM'ARMUP FACTOR 8. MAXIMUM ADJUSTED LOAD [Totals from above X So.fotyM'nrmup Fac!or) C. INSTALLED EQUIPMENT CAPAClTY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAJN i @] ' @] DESIGN EFFICIENCY FAN DESCRIPTION BRAKE HP ~A .. TE: Include only fan systems excooding 25 HP (soo §144). Total Fan System Power Demand may not oxcood 0.8 Watts/CFM tor constant volume systems or 1.25 Watts/CFM for VAV systems. MOTOR DRIVE ~- K&u /Hr KBbJ / Hr NUMBER PEAK WATTS CFM OF FANS Bx EX 746/ (C X 0) (Supply Fans) TOTALS I ~' --- TOTAL FAN SYSTEM I POWER DEMAND . WATTS/ CFM _Col ___ F_/ _Co_l._G~ Doc«nbor1991 .,.-/' \• t ,, '' i' ' ! ! NOTE: Provide one copy of this form for. aach mochanical systom whon using tho Proscriptivo Approach. 1, DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTOOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: -VENTILATION LOAD • ENVELOPE LOAD •LIGH11NG -PEOPLE • MISC. EOUIPMENT •OTHER -OTHER 3. SELECTION: A. SAFETYM'ARMUP FACTOR TOTAL CFM (From MECH-4) WATTS/SF # OF PEOPLE (From MECH-4) WATTS/SF ·M\S~ (Descrlbe~tl~ (Descrjbo) / 1 TOTALS 1--c-9_L_1~_G--i I "!2 I B. MAXIMUM ADJUSTED LOAD (Totals from above X Snfety/Warmup Fuctor) ~-C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAJN ! OESIGN FAN DESCRIPTION BRAKE HP ~A .. TE: lncludG ON'/ fan systems oxcoodir,g 25 HP (soo §144). Total Fen System Power Demand may not oxcood 0.8 Watts/CFM for ooostantvolurne syst&ms or 1.25 Wo.tts/CFM for VAV sysloms. EFFICIENCY MOTOR DRIVE KBtu I Hr KBtu/Hr NUMBER PEAK WATTS CFM OF FANS Bx EX 746/ (C X D) (Supply Fans) TOTALS .__ ____ ___JI!~ ___ __, TOTAL FAN SYSTEM I POWER DEMAND . WATTS/ CA.f ~Col-_-F_/_Co_l.-G- D6o9mb6r 1991 .. _./' i, l'' '' ,I\ I 1i l I ',11 ~. ! I I l ! I ---~ ·I U.- ' I " ,.ll IPROJECTNAME : ~ SYSTEM NAME \.\--\ NOTE: Provide one copy of this form for each rnocnnnical syst001 whon uslng tho Proscriptive Approach. 1. DESIGNCONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD I 9 Q j TOTAL CFM (From MECH-4) • ENVELOPE LOAD -LIGHTING L WATTS/SF -PEOPLE 6 # OF PEOPLE.(From MECH-4) 1---,-=--,--i • MISC. EQUIPMENT -OTHER -OTHER 3. SELECTION: A. SAFETY/WARMUPFACTOR 0, WATTStSF I ' I B. MAXIMUM ADJUSTED LOAD (Totals from above X SafetyM'armup Foctor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-6, EXPLAIN ! lli] . EFFICIENCY FAN DESCRIPTION DESIGN BRAKE HP MOTOR DRIVE TE: lnc:luc» oofy Ian systems excooang 25 HP (soe §144). Total Fan System Power'C)emand mey not excood 0.8 Wntts/CFM for j oonstent\'Oltrt)e syst&ms or 1.25 Watt:s/CFM for VAV systems. NUMBER PEAK WATTS Cfll OF FANS Bx Ex 746 / (C x D) (Supply Foos) TOTALS I !~-- TOTAL FAN SYSTEM I POWER OEM.AND _ WATTS/ CFM '-Col-. F_/_Col ___ G..., D9<>9mb« 1991 ._,/' / ... ·' i: 11 ' ••• -r ' -.! '" ... NOTE: Provide ooe copy of this form for oach mochnnical system whon using tho Proscriptive Approach. 1. DESIGN CONDmONS: • OUTDOOR, DRY BULB TEMPERATURE _c_oo_L_IN_G---4 ~ • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE ._____7_?..., ___ I I 2.SIZING: • VENTILATION LOAD l, A\O I TOTAL CFM (From MECH-4) • ENVELOPE LOAD -LIGHTING -PEOPLE • MISC. EQUIPMENT -OTHER ·OTHER 3. SELECTION: A. SAFETYIWARMUP FACTOR WATTS /SF # OF PEOPLE (From MECH-4) WATTS /SF TOTALS 0 I tS.c I.______. B. MAXIMUM ADJUSTED LOAD (Totals from above X SafetyM'armup Fuctor) m ~ C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN ! FAN DESCRIPTION DESIGN BRAKE HP fuTE: lncluda orly fan systems excoodng 25 HP (soo § 144). 'Total Fan System Power Demand may not oxcood 0.6 Wo.tts/CFM for ~tvolOOMI systems or 1.25 Wo.tts/CFM for VAV systems. EFFICIENCY MOTOR DRIVE K8tu I Hr KB!u / Hr NUMBER PEAK WATTS CRI OF FANS BX EX 7 46 / (C X D) (Supply Fans) TOTALS '------...JI~' ___ ___, TOTALFANSYSTEM I POWER DEM.AND . WATTS/ CFM '-Col-. -F /_Co_l._G ..... 06c6mber 1991 .,_,/' ,, ,. i' .. I. I' 11 I l i ' l ! ' !, ....... !, cJ . .. / .,. ' lt1 '4• ~ I ., r {'.? :J'] :~ IJ, i: ~ :: ·). r·· .. ~,. . ' ' I PROJECT NAME ' ~it:=5 COOLING EQUIPMENT · .. '1l,'.,:· ' . ·. · ."·. '-;':i, ·. ... ,:. · .. ·v: ' , ·V · .,; ·, :,.: · ·'.· ', .. ' .. ,i;:f{;;,_> · · SYSTEM MAKE AND DESKlN OUTPUT RATED EFFICIENCY ECONOMIZER NAME MODEL NO. (BTU/HR) DESIGNCFM UNITS ALLOWED PROPOSED I y IN I ~'-S-El;,~t t. ... I ,s.r::c=i \ c. {'\ ' ,. I°' D~ r,!.c:.·o 9 .. ~ ~.t; D~ -. -DD DD DD DD DD DD I I l DD DD DD DO DD DO DD HEATING EQUIPMENT :' ·-. ' '. . .. , · { · : : '_,· · -.· -'.; :1~f, · -,::,: ' . SYSTEM MAKE AND DESIGN OUTPUT RATED EFFICIENCY NAME MODEL NO. (BTU /HR) UNITS ALLOWED PROPOSED M-P 1sa Mt1 -.. 1-t~t>~ ~.P. 7.~ to~ ~ .c ~. 2.. ' . - } , Non~tial Compliance Form -1" 09c9mber 1991 ' ' " ):,f: ' 'ti .I' :l! Ji ·,1 " .11 " ,, 'II " 11 \I " 1 ' . ,q,~. ' MECHANICAL VENTILATION · 1f~-· . · · · · · ···MECH-4 • I ; _r • • I PROJECT NAME ;i::; Is I NOTE: Provide ooe copy of this f911Tl for each !Tl8Chanical systom. MECHANICAL VENTILATION' ·., t' . · . ' · .. ,:·~J:· ·: ·· : ..... ·. f •. ' .,,·,),:~;-.' '.;.'·V/~':'''.):,_, .. ,:, : " .,;,. ; · · · [Kl !ID @] [Q] !ID [£] @] [BJ AREABASIS OCCUPANCY BASIS COND. NO. MIN. AREA OF CFM s PEOPLE EX 15 TOTALS (FOR MECH-2) ...___I_I_I_ Based on Expectsd Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. Must be geater than or equal to G, or use Transfer JlJr. [I] QJ VAV MINIMUM CAI LARGEST DESIGN MIN. MIN. CFM CFM r I Minimum Ve~lilalion Rate per Section 2-5321, Table 2-53F. If zone reheat or recool is used, I must be less than or equal to H X 0.3, or less than or equal to BX 0.4, or less than or equal to 300 CFM, whicheYer Is lai'gar. QJ Must be less than or equal to I (H applicable), but no less than G, unless Transfer Air (K) ls used. [Kl Must be geater than or equal to (G -H), and, for VAV, geatar than or equal to (G -J) .. TRANS- FER AIR ~1991 _ _); I __,, ii !I ~cJ City of Carlsbad 02/28/2000 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: CHUMLEY RANDY 858 677-9880 Total Fees; Inspector: Plan Check Revision Permit No:PCR00033 Building Inspection Request Line (760) 602-2725 1891 RUTHERFORD RD CBAD PCR 2121203600 Lot#: 0 $0.00 CB99-1613 Construction Type: NEW !SIS PHARMACEUTICAL.S ROOF SCREENING FINAL APPROVAL Date: ---,----- Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Clearance: ISSUED 02/10/2000 MDP 02/25/2000 02/28/2000 NOTICE: Please take NOTICE thc:1t 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), c:1nd file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure tq 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 you have previously been oiven a NOTICE similar to this, or as to which the statute of limitations has previously othe,wise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 109a{){) EsGil Corporation 'l.n Partnersfi.ip witfi. (jovernment for '13uiMing Safety DATE: 2/23/00 JURISDICTION: Carlsbad ~NT 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 99-1613 rev 2 SET:I PROJECT ADDRESS: 1891 Rutherford Road PROJECT NAME: Isis Pharmaceutical Roof'Scr~en D D D D D .[S] 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 herewith have significant deficiencies identified oh 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: Esgil 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 contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person [S] REMARKS: PCR 000-33 By: David Yao Enclosures: original approved plan Esgil Corporation D GA D MB D EJ D PC 2/14 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ~, Carlsbad 99-1613 rev 2 2/23/00 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRE:SS: 1891 Rutherford Road BUILDING OCCUPANCY: BUILDING PORTION BUILDING AREA (ft. 2) Roof screen 1 hr - Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 99-1613 rev 2 DATE: 2/23/00 TYPE OF CONSTRUCTION: VALUATION I VALUE MULTIPLIER ($) D 199 UBC Building Permit Fee D Bldg. Permit Fee by ordinance:$ D 199 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 108.94 Type of Review: D Complete Review D Structural Only [g] Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 87.15 Comments: Sheet 1 of 1 macvalue.doc 5196 "-! I \' I PLANNINC/ENGINEERINC APPROVALS Pc/20003; PERMIT NUMBER CB.. Cf °I I G.1 > . DATE--1;}"----;._/l_~_Oi_~_~ ADDRESS __ /8_Cf_/_£_0._~-~-, -· _e__d,_. / _____ _ . ."RESIDENTIAL RESIDENTIAL ADDITION MINOR < <$10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDINC OTHER 6b---n IT e-\ . ~ <8, ~ , PLANNER~~ DATE ;2, -£7 '-{FD OoCS/MlstormS/Plannrng Engineering ADPn>valS STRUCTURAL CALCULATIONS Isis Pharmaceuticals Roof Screen Prepared for: Pacific Cornerstone Architects 8810 Rehco Road, Suite C San Oiego, CA92121 Prepared by: Hope Engineering 1301 Third Avenue, Suite 300 San Diego, CA 92101 2/8/00 HE Project# 199052 JOB---tli-:..~_._,ta,a...__· --------+/j-+-1-'-'-CJ----"7'--'"'2,.:;.___ HOPE ENGINEERING 1301 Third Ave., Ste. 300 San Diego, CA 92101 SHEETNQ. ___________ OF __ ~------ CALCULATED BY ___ :t:1......,.~~-----DATE~4._._t_,.)_~ ____ _ CHECKEDBY ___________ DATE _______ _ SCALE ... ;·· .... : ....... ; ! i ! : ; .. ; '• ...... ·. ., . ., · ······ .... · ····r··~-·· r .. ·· · · ·=·--· ··· · r · .. ···· ·· ··--· : ··· · ··· · · ·· ·· ·· ... ·: ··· ·· 1 ·· ·: -·· _ ;~:::i-_;.··--i---1.~r -r::!: :::1-: r:~ 1 ~--r:~r 1~r~tt· ff-?~~~-~~:_: 1 ···-: :-: :-.•. •: ~. • j=:.[ii~.[~.!:-1~/~.C-IJil-~. J]~.!:;-f,j;~.!: f ~lo .. :~;~: ...... -!.::I -.. ·.··-L_l :: .•.•.. I"~! ·f ···---~--.. . ··:·. '', _, ,.;.,. .... ' .. : ........ , ....... 1 ... .. ·e,'lf-·~ .... i ....... . ....... : ......... J ..... !···"""'" f···· ..... i--.......... l ... . . .... t ...... -: ... ..... , ........ ( .......... ' ........ l .. + ...... "· .... L ...... 1 .. : .... ~--.... ) . , ...... j········ .... · ........... !ri"' ···;·. .. .. : ... : ; ; r : ! ; . ; ! .... ; ........ : .................. ) ........... , .......... ; ...... ; .... r ....... {· .... .; ............. r····· ....... : ............ .. : ; : ' ; ; ' : : .. L. .. ;:: .......... , ........ :.. ...... · .......... : .......... ! .......... ; ....... : ........ "!" ..... .j. ... ; ..... : ..... , .... ., .... , ..... '.... ' ......... : ..... .. i ; . . . . . ..... , ..... : ........ , ...... !··--.. ··j·· .. ·····:--......... : ......... i ....... ; .... -t ..... ·i-··· ..... 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Yes P-Delta Analysis Tolerance ........ 0.50% ==========================<Joint Coordinates>---------------------------- Joint X Y Joint No· Coordinate Coordinate Temperature -·---------------ft------------ft------------°F---------------------------- 1 0.000 0.000 0.00 2 0.000 6.500 0.00 3 8.000 6.500 0.00 4 8.000 0.000 0.00 ~--~~---------------------< Boundary Conditions>=========================== Joint+-----Translation"'"----+ No X Y Rotation ------------K/in..:--------K/in------K-ft/rad---------------------------------- 1 Reaction Reaction 4 Reaction Reaction --------------------~-----< Materials (General) >--------------------------- Material Young's Shear Poisson's Thermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress -------------Ksi----------Ksi----~-----------10A5°F----K/ft3-------Ksi------ STL 29000.00 11154.00 ·o.3000 0.65000 0.490 36.00 ========= = ==================<Sections>================================ Section Database Material As As I I T Label Shape Label Area 0,2 1,3 1,3 0,2 C -------·----------------.-----inA2---------------inA4----------inA4-------- TUBE ru3X3X4 STL 2.59 1.2 1.2 3.16 3.16 --------------------------------<Members>================================= Memb Joints Rotate Section Releases Offsets Inactive? No. I J 90° Set I:AVM J:AVM I-End J-End Label~ Length ----.--------------------------------------in-------in---------------ft---- 1 1 2 TUBE 6 . 5 0 2 2 3 TUB·E 8 . 0 0 3 3 4 TUBE 6 . 5 0 RISA-20 (R) Version 4.01 Hope Engineering 6363 Greenwich Drive, #210 San Diego, CA 92122 Isis Pharmaceuticals Roof Mechanical Screen Job : 199052 Page: 2 Date: 2/07/00 File: 199052 --------~-----------------< AISC,NDS Parameters >-----------------------7--- Section Length Lb-out Lb-in Lcoinp K K Cm Cb,B Sway Member Set le-out le-in le-bend out in CH o i ---------------ft------ft------ft-----ft----------------------------------- 1 TUBE 6.50 2 TUBE 8.00 3 TUBE 6.50 ===== ===·===============<Basic Load Case Data>========================== BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- dl wind 1 1 ---------------< Joint Loads/Enforced Displacements, BLC 1 >================ joint Is this a Load or Direction Number a Displacement? (X,Y,Mz) Magnitude -~---------------------------------------------------K,K-ft,in,rad--------- 2 L Y -0.720 ===== ====== =======< Member Distributed Loads, BLC 2 >===================== Joints Load Pattern Pattern Member I J Label Multiplier 1 1 2 WIND -0.1600 ============ ===============<Load Patterns>============================== Pattern Magnitudes Locations Label Dir Start End Start End -------------------K/ft,F----------K/ft,F-----------ft or %-------ft or%--- WIND X 1 . 0 0 O· 1 . 0 0 0 0 . 0 0 0 0 . 0 0 0 ==========================<Load Combinations >============================ No. Description BLC Fae BLC Fae BLC RWPE Fae BLC Fae BLC Fae SSdv 1. dl+wind 1 1 2 1 y ==================« Joint Displa,cements, LC 1 : dl+wind >================== Joint +-------Translation--~----+ Rotation No X Y ez .------------in-------------in------------rad------------------------------- 1 0.000 O.OOQ 0.01629 ·2 -0.843 -0.001 0.00266 3 -0.842 0.000 0.00452 4 0.000 0.000 0.01391 -I • . ' RISA-2D {R) version 4.01 Hope Engineering 6363 Greenwich Drive, #210 San Oiego, CA 92122 Isis Pharmaceuticals Roof Mechanical Screen Job Page: Date: File: 199052 3 2/07/00 199052 ============.=========<Reactions, LC 1 : dl+wind >----------------------- Joint +----~--~-Forces----------+ Moment _No X Y Mz -----------_-K--------------K---:---------K-ft------------------------------ 1 0.76 1.14 0.00 4 0.28 -0.42 0.00 Totals: 1.04 0.72 Center of Gravity Coords (X,Y,Z) (ft) 0.000, 6.500, 0.000 -------~---------< Member Section Forces, LC 1 dl+wind >================= Member Joints Section I J -~ Axial Shear Moment ---------------------------K--------------K-------------K-ft--------------- 1 1-2 1 1.14 -0.76 0.00 2 1.14 -0.50 1.02 3 1.14 -0.24 1.62 4 1.14 0.02 1.79 5 1.14 0.28 1.54 ---------------------------------------------------------------------------- 2 2-3 1 -0.28 0.42 1.54 2 -0.28 0.42 0.70 3 -0.28 0.42 -0.15 4 -0.28 0.42 -0.99 5 -0.28 0.42 -1.84 3 3-4 1 -0.42 -0.28 -1. 84 2 -0.42 -0.28 -1. 38 3 -0.42 -0.28 -0.92 4 -0.42 -0.28 -0.46 5 -0.42 -0.28 0.00 ----~---------------< Member Stresses, LC 1 : dl+wind >-------------------- Member Joints Section Bending Bending I J ~ Axial Shear Top Bottom ----------------------~--Ksi-----------Ksi-----------Ksi----------Ksi----- 1 1 2 1 0.44 -0.61 0.00 0.00 2 0.44 -0.40 -5.81 5.81 ·3 0.44 -0.19 -9.20 9.20 4 0.44 0.02 -10.20 10.20 5 0.44 0.23 -8.78 8.78 ---------------------------------------------------------------------------- 2 2 3 3 3 1 2 3 4 5 4 1 2 -0.11 -0.11 ,..0.11 -0.11 -0.11 -0.16 -0.16 0.34 0.34 0.34 0.34 0.34 -0.23 -0.23 -8.78 -3.97 0.84 5.66 10.47 10.47 7.85 8.78 3.97 -0.84 -5.66 -10.47 -10.47 -7.85 RISA-2D (R) Version 4.01 Hope Engineering 6363 Greenwich Drive, #210 San Diego, CA 92122 Isis Pharmaceuticals Roqf Mechanical Screen Job: 199052 Page: 4 Date: 2/07/00 File: 199052 ...,. _________ ...;. __________ < Member Stresses, LC 1 : dl+wind >-------------------- Member Joints Section Bending Bending 1 J ~ Axial Shear Top Bottom ---------------------------Ksi-----------Ksi-----------Ksi----------Ksi----- 3 -0.16 -0.23 5.23 -5.23 4 -0.16 -0.23 2.62 -2.62 5 ~0.16 -0.23 0.00 0.00 -. ----------------------------------------------------------------------------- _________ ;_ ________ < Member Deflections, LC 1 : dl+wind >=================== Member Joints Section I J ~ x y L/n -------------------------in------·---in----------------------------------- 1 1 2 1 0.000 0.000 NC 2 0.000 0.309 796.3 3 -0.001 0.568 531. 0 4 -0.001 0.749 665.8 5 -0.001 0.843 NC -------,-------------------------------------------------------------------- 2 2 3 1 -0.843 -0.001 NC 2. -0.842 0.014 6349.8 3 -0.842 -0.023 4298.8 ' 4 -0.842 -0.049 1974.7 5 -·O. 842 0.000 NC 3 3 4 1 0.000 -0.842 NC 2 0.000 -0.712 974.0 3 0.000 ~0.513 852.3 4 0.000 -0.268 1363.6 5 0.000 0.000 NC -------------------------------------------------------------------------- ---------~-----< Member AISC Unity Checks, LC 1 : dl+wind >================ Member Joints Unity Shear ASD I J Chk Loe Chk Loe Fa Fb Cb Cm Eqn. ----------------· --------~-------------Ksi------Ksi------------------------- 1 l 2 0.337 4 0.032 1 21.82 31.67 1.00 0.85 Hl-2 2 2 3 0.334 5 0.018 1 19.42 31.67 1.00 0.26 H2-1 3 3 4 0.336 1 0.012 1 21.82 31.67 1.00 0.60 H2-1 --~ I l·9' I 11 City of Carlsbad 08/09/2000 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: CHUMLEY RANDY STEC 8810 RECHE RD 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR00043 Building Inspection Request Line (760) 602-2725 1891 RUTHERFORD RD CBAD PCR Status: 2121203600 $0.00 CB99-1613. Lot#: 0 Applied: ISSUED 02/29/2000 MDP 03/16/2000 08/09/2000 Construction Type: NEW Entered By: ISIS PHARMACEUTICALS ROOF SCREEN CHANGES Plan Approved: Issued: Inspect Area: Owner:. DIVERSIFIED CARLSBAD 47&48 LL C C/0 WILLIAM TSCHANTZ 1770 GILLESPIE WAY #101 5464 08/09/00 0001 01 02 SAN DIEGO CA 92121 619 677-9880 EL CAJON CA 92020 C-PRMT 109.00 Total Fees: $109.00 Total Payments To Date: $0.00 Balance Due: $109.00 Plan Check Revision Fee $109.00 FINAL APPROVAL Inspector: Date: _____ _ Clearance: NOTICE: Please take NOTICE that approval of-your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was.issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, rior planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been Qiven a NOTICE similar to this, or as to which the statute of limitations has previously otheiwise expired. ;P,rqj~c_J; lJitr~~ !ISIS-PHARMAE:EUT-ICALS· . . .,..: .Ii . -~~~ ·I io:esG'sf: niiiii-il~:AND. ADD iimo SF ,2NCi : . . ~dfl.t~~~~ !'1891' RUlHERFO'RD-BD 'CBAD ~-I~ --. . ~ .. ·.: . ,, i?~,.(;~Jrl~2~!~ci~il~~~-:J--· ······4,iot(Ql! ~P.Rlii;;~n~ fomMLv nANov: Ir .. • .· . @wii~[:; JolyE~SIF_iE~~-CA~~s.~~!):_~?&~~:l.~--s~· j. -\ . . " EsGil Corporation 'ln Partnersliip witli (jovernm,ent for 'Buifr£ing Safety .:~ . . :DATE: 3/14/00 , .. __ - . ~~.:~!;i~-~:'i JURl$DICTION: Carlsbad PLA'NrCHECK NO.: 99-1613 rev 3 SET:I PROJECT ADDRESS: 1891 Rutherford Road D APP-l.lCANT ~ D PLAN REVIEWER D FILE PROJECT NAME: Isis Pharmaceuticals Mechanical Roof Screen Revision -, .. -.. ~ ,..- 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Es9il 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 ~ REMARKS: Please slip the latest revised sheet A-9 into the final approved plan. (PCR 00043) By: David Yao Enclosures: original approved plan Esgil Corporation D GA D MB D EJ D PC 3/2 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-1613 rev 3 3/14/00 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1613 rev 3 PREPARED BY: David Yao DATE: 3/14/00 BUILDING ADDRESS: 1891 Rutherford Road BUILDING OCCUPANCY: TYPE Of= CONSTRUCTION: BUILDING PORTION BUILDING AREA VALUATION I VALUE (fl. 2) MULTIPLIER ($) . Roof screen revision 1 hr· - . Air Conditioning Fire Sprinklers TOTAL VALUE D 199 USC Building Permit Fee D Bldg. Permit Fee by ordinance: $ ·o 199 UBC Plan Check Fee O Pl'an Check Fee by ordinance: $ 108.94 Type of Review: D Complete Review D Structural Only ~ Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 87.15 Comments: Sheet 1 of 1 macvalue.doc 5196 I PLANNINC/ENGINEERINC APPROVALS PERMIT NUMBER CB "RESIDENTIAL RESIDENTIAL ADDITION MINOR < < $10,000.00) OTHER ~~. OoCS/MlstormS/Planmng Engineering AODl'OvalS PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING ~s .. DATE J' Q1--U0 DATE __ 3_-__ 7_-....ia;;OQ~-- FEB-210013:24 FROM:HOPE ENGINEERING .? ~-~!:· 6192354675 T0:8586779886 STRUCTURAL CALCULATIONS Isis Pharmaceuticals Roof Screen Prepared for: . Pacific Cornerstone Architects 881 o Rehco Road, Suite C San Diego, CA92121 Prepared by: Hope Engineering 1301 Third Avenue, Suite 300 San Diego, CA 92101 2/8/00 HE Project# 199052 PAGE:02 . ..) u FEB-21 00 13:24 FROM:HOPE ENGINEERING t;-. .... -6192354675 T0:8586779886 PAGE:03 ;_ ~ ' . HOPE ENGINEERING 1301 Third Ave., Ste. 300 San Diego, CA 92101 ~(-~~e,IJ~ ir ('110,1- SHEETI\O. ________ OF·---,----,----- CALCUl>.TEO PY---41-~"'~"-----CATE tJ/1,k CHECKEOf!Y ___________ DATli _____ _ SCALE •: """'I : ~. . ... . i .VJ~ ( ~ l~f-;/f) ;,; . ! q;~ w' :. . "l. ... . . . . . ; ri fJ/rjl ~;(~~(,;1) ~ ,.1~1t- . . ~ ~ AfrA~H«l . ~~A .f P1µ1;,vf .. V~IMVM Vt,?ftCl,L,, t.,.o!((} '(o J~M '-/, ( f 1'-(t b 1 t',e-,) . . -::(?&j~ ~~ {fJ ~I l,t~ c,p .jl}~T (JJONtt,fvt,lj~:; (,P1P ~;(e!)"-'.· F (,12e,Je. 7/,14"'-i ~- Mf\tlMV#I) ~* (!,, IPJ.JN ~-,, 1(/)~ """7' ,__LlSG" '\~) '/z._., M6 r vJ = (. Q.02., ~Si) { 81 ).-::: O.\bo~LF. I i ;~ : : U~\:( ! L1) •jf} M.~; . I ! i i } ! FEB-21 00 13:24 FROM:HOPE ENGINEERING .... 6192354675 TO:8586779886 PAGE:04 RISA-20 (R) Version 4.01 Hope Engi~eering 6363 Greenwj_ch Drive, #210 San Diego, CA 92122 Isis Pharmaceuticals Roof Mechanical Screen Job : 199052 Page: 1 Date: 2/07/00 File: 199052 -----------==--==~====~=~=~==-===---=-------------------.----------------· Uni.ts ............................. US Standard · .. Steel Code.· ..................... ·. . AISC 9th Edition ASD Allowable Stress Increase Factor .. 1.333 Include Shear Deformation ......... Yes No. of Sections for Member Cales .. 5- Do Redesign ............... ~ ....... Yes P-Delta Analysis Tolerance ........ 0.50% J =======;==~~====~==~==:====< Joint Cooroinates >==-------------------------' Joint X Y Joint No Coordinate . Coordinate Temperature ·-----------------ft------------ft------------°F---·----·--···---·---------· l 0.000 0.000 0.00 2 0.000 6.500 0.00 3 8.000 6,500 0.00 4 8,000 0.000 0.00 ------=-----~------------~< Boundary Conditions>-=----~--------=----------· Joint+-·~--Translation----~+ No X Y Rotation -----------·K/in~-------K/in------K-ft/rad--------------------------------- 1 Reaction Reac~ion · 4 .Reaction Reaction ==========================< Materials (General) >===================;======= Material Young's Shear Poisson's Thermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress -------------Ksi----------Ksi-------------·--10AS°F----K/ft3-------Ksi-·--- STL 29000.00 11154,00 0.3000 0.65000 0.490 36.00 =======~==================-===-=<Sections>-=-===-==~======-=======--===== Section Database Material As As I I Label Shape Label Area 0,2 1,3. 1,3 0,2 ------------------·----·------in~2-----·-----------inA4----------inA4·-----< TUBE TUlX3X4 STL 2.59 1.2 1.2 3.16 3.16 --------------=-----~-----------<Members>=-=---=====.=====;=;====--~=-===~ Memb Joints Rotate Section Releases Offsets Inactive? No. I J 90° Set I:AVM J:AVM I~End J-~nd Label~ Length --------------------------------------------in-------in--------------·ft--- 1 1 ~ TUBE 6. ~ 2 2 3 TUBE 8. C 3 3 4 TUBE 6. ~ FEB-21 00 13:25 FROM:HOPE ENGINEERING ·" 6192354675 TO:8586779886 PAGE:05 RISA-20 (R) Version 4.01 Hope Eng.ineering 6363 Greenwich Drive, #~10 San Diego, CA 92122 Isis Pharmaceuticals R9of Mechanical Screen J'ob: 199052 Page: 2 Date: 2/07/00 File: 199052 --------------=-----=-----< AISC,NDS Parameters>=====-===================== Section Length Lb-out · Lb-in Lcomp I< K Cm Cb, B Sway Member Set le-out le-in le-bend out in CH o j_ -~---J••----•••ft--•••-ft-~----ft-•••--ft-•••-~--T·-----••••••••----~~---~~~: l TUBE 6. 50 · 2 TUBE 8.00 3 TUBE 6.50 . ================-====-=-<Basic Load Case Data>=----------~-------------·: -BLC Basic Load case Load Type Totals No. Description Nodal Point Dist. -----.--------------------------------------------------------------------:---1 2 dl wind 1 1 ======.,.= .. =====-.. =< Joint Loads/Enforced Displacements, BLC -1 >=======:;::========:; Joint Is this a Load or Direction Number a Displacement? {X,Y,Mz) · Magnitude ---------------------------------~-------------~------K,K-ft,in,rad--------- 2 L Y ·0. 7:20 ~==:=====•======-==~< Member Dist~ibuted Loads, BLC 2 >-=--==---------------Joints Load Pattern ·Pattern Member I J Label Multiplier --•------•••---------~---------------------------•-·----------u-•••-••------ 1 1 2 WIND -0.1600 ~=======:;::=====~=--===========< Load ?a~terns >=-=-==================~===-==~ Pattern Magnitudes Locations Label Dir Start End Start End ~---------------·-·K/ft,F-------~--K/ft,F-----------ft or %-------ft or%--· WIND X 1.000 1,000 0.000 0,000 == .. =======---=======""=======< Load Combina-tions >---------------------------- No. Description RWPE BLC Fae BLC Fae BLC Fae BLC Fae BLC Fae SSdv --~--------------------------~----·----------------------------------------· l. dl+wind l 1 2 1 y ~=~===============< Joint Displacements, LC 1 : dl+wind >------------------Joint +-------Translation-------+ Rotation No x Y ez -------------in-------------in------------rad------------------------------· 1 0.000 0.000 0.01629 2 -0.843 -0,901 0.00266 3 -0.842 0.000 0.00452 4 0,000 0.000 0.013~1 FEB-21 00 13:25 FROM:HOPE ENGINEERING ( ..... 519235%75 T0:8585779885 PAGE:05 RISA-2D (R) Version 4.01 Rope Engineering 6363 Greenwich Drive, #210 San Diego, CA 92122 Isis Pharmaceuticals Roof Mechanical Screen Job : 199052 Page: 3 Date: 2/07/00 File: 199052 =======· =~== ·;z~=====-=< Reactions, LC l : dl+~ind >---=-------===•c------- Joint. +---~·----Forces-·--------+ Moment No . X Y Mz . ------~-~----K--------------K-------------K-ft--------~--------------------~ 1 0.76 ·1.14 0.00 . 4 0.28 -0.42 0.00 Totals: l,04 0.72 .center of Gravity Coords (X,Y,Z} (ft) 0.000, 6.500, 0.000· ----~------------< Member Section Forces, LC 1 : dl+wind >-----e----------~ Member Joints Section I J ~ Axiai Shear Moment ·--------------·-------------K-~------------K-------------K-ft--------------~ . l 1-2 1 1.14 -0.7& 0.00 2 1.14 -0.50 1.02 3 1.14 -0.24 1,62 4 1.14 0.02 l.?g 5 1.14 0.28 1.54 -----·------·-------------··-----------------------------------------------~ 2 2-3 l -0.28 0.42 1.54 2 ·0.28 0,42 0.70 3 ·-0. 28 0.42 -0,15 4 -0.26 0.42 -0.99 5 -0.28 0.42 -1.84 -------------------·--------~----------------------------------------------· 3 3-4 l -0.42 -0.28 -1,84 2 -0. 42· -0.28 -1.38 3 -0.42 -0.28 -0.92 4 -0.42 -0.28 -0.46 s -0.42 -0.28 o.oo -------------·-------~----------------------------------#·------------------ ;==~===--;=~===;;~==< Member Stresses, LC 1 : dl+wind >=======---========;, Member Joints Section Bending Bending I J i Ax~al Sh~ar To~ Bot~om ---------------------------Ks1·----------Ks1-----------Ksi----------Ke1---- l l 2 1 0.44 -0.61 0.00 0.00 2 0.44 -0.40 -5.81 5.81 3 0.44 -0.19 -9.20 9.20 4 0,44 0.02 -10.20 10.20 5 0.44 0.23 -8.78 8.78 2 2 3 l -0.11 0.34 -8.78 8.78 2 -0.ll 0.34 -3.97 3.97 3 -O!ll 0.34 0.84 -0.84 4 -0.ll 0.34 S.66 -5.66 5 -0.ll 0.34 10.47 -10.47 -----------~--------------------~-----------------------------------------· 3 3 4 l 2 -0.16 -0.16 -0.23 -0.23 10.47 7.85 -10.47 -7.85 .· FEB-21 00 13:25 FROM:HOPE ENGINEERING 5192354575 TO:8585779885 R!SA-20 {R) Version 4.01 Hope Engineering .Job : 199052 Fage: 4 PRGE:07 6363 Greenwich Drive, #210 San Diego, CA 92122 Date: 2/07/00 File: 199052 Isis Pharmaceuticals Roof Mechanical Screen as=---------------==< Member Stresses, LC l : dl+wind >==================== Member .Joints Section Bending. Bending. I J ~ Axial Shear Top .Bottom ---------------------------Ksi------·----Ksi-----------Ksi~~--------Ksi-----3 -0.16 -0.23 5,23 -5.23 4 -0.16 -0.23 2.62 -2.62 5 -0.l6 -0.23 0.00 0.00 ----------------------------~----------------------------------------------- ------------------< Member Deflections,. LC l dl+wind >------------=-----.;. Member Joints Section I J • x y . L/n ---------------------------in----------in-·--------------------------------- 1 1 2 l 0.000 0.000 NC 2 0.000 0.309 796.3 3 -0.001 0.568 531.0 4 -0.001 0.749 665.8 S -0.001 0.843 NC ----------------------~------------------------------------------------------2 2 3 1 -0.843 -0.001 NC 2 -0.842 0.014 6349.8 3 -0.842 -0.023 4298.8 4 -0.842 -0.049 1974.7 5 -0.842 0.000 NC ---------·---------------------------------------------------------------·--- 3 3 4 l 2 3 4 5 0.000 0.000 0.000 0.000 0.000 -0.842 -0.712 -0.513 -0.~68 0.000 NC 974.0 852.3- 1363.6 NC ---------------------·--------------------------------.--------~------------- ---------------< Member AISC Unity Checks, LC l : dl+wind >========::::;:;~ Member Joints Unity Shear ASD ! J Chk Loe Chk Loe Fa Fb Cb Cm Eqn. ---------------------------------------Ksi------Ksi------.------------------· 1 1 2 0.337 4 0.032 l 21.82 31.67 1.00 0.85 Hl-2 2 2 3 0.334 5 0.018 1 19.42 31.67 1.00 0.26 · H2-l 3 3 4 0.336 1 0.012 l 21.82 31.67 1.00 0.60 H2·1 , ()·IJ., ,,, r...,, - FES-21 00 13:26 FROM:HOPE ENGINEERING 6192354675 T0:8586779886 RISA-2D (R) Version 4.01 Hope Engineering Job Page: l PAGE:08 6363 Greenwich Drive, #210 San Diego, CA 92122 Date: 2/21/00 File: SORENTOS -~-----~-==:;~----------------:--~==:;;;:::::;==-=----------==------==------ ·: Uni ts .. ; .... : . . . . . . . . . . . . . . . . . . . . . US Ste,ndard . Steel Code ........................ AISC 9th Edition ASD Allowable Stress Increase Factor ... l. 333 f Include Shear Deformation ......... Yes Nq. of Sections for Member Cales .. 5 no Redesign ....................... Yes P-Delta ~alysis Tolerance ........ 0.50% ==;==~==;;~=====;==~=======< Joint Coordinates>-----=----====-------------- Joint X Y Joint No Coordinate Coordinate Temperature . ------------------ft------------ft------------°F------.---------------------· 1 0.000 0.000 0.00 2 0.000 1.000 0.00 3 8.000 1.000 0.00 4 8.000 0.000 0.00 5 0.000 6.000 0.00 6 0.000 6 .. 500 0.00 ----------=---------------< Boundary Conditions :>---------------------------· Joint+-----Translation-----+ . No X Y Rotation -~--~-------K/in--------K/in------K-ft/rad-----; __________________________ _ l Reaction Reaction 4 Reaction Reaction ===~======---=========--=~< Materials (General) >-------=------==-=--------· Material Young's Shear Poisson 1 s 'I'.hermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress -------------Ksi----------Ksi----------------l0AS°F-·-·K/ft3-------Ksi----~ STL 29000.00 11154.00 0.3000 0.65000 0,490 36.00 ; =====~=-=;~===========~=-====<Sections>=======================--::===~ Section Database Material As As I I Label Shape Label Area 0,2 l,3 1,3 0,2 ------------------------------in~2----------------inA4----------inA4·-----~ TS TU2.5X2.5X3 STL 1.64 1.2 l.2 1.42 1.42 --------------------------------<Members>~=========================--===~ Menib J'oints Rotate Section Releases Offsets Inactive? No. I J 90° Set I:AVM J:AVM I~End J-End Label~ Length --------------------------------------------in------·in---·-----------ft--~ l 1 2 T$ 1. C 2 2 -3 TS 8. 0 3 3 4 TS 1. 0- 4 2 5 TS PIN 5.0 ·5 5 3 TS PIN PIN 9.< 6 5 6 TS O. 5 FEB-21 00 13:26 FROM:HOPE ENGINEERING 6192354675 TO:8586779886 RISA-2D (R) Version 4.0l Hope Engineering Job : Page: 2 PAGE:09 6363 Greenwich Drive, #210 San Diego, CA 92122 Date: 2/21/00 File: SORENTO$ ==== ........ ~-======.,.,.. .. ,.. ...... ====< AISC, NDS Parameters >;;=::,,;:: _______ .. __ :,,; __________ , Section Length Lb-out Lb-in Lcomp K K Cm Cb,B Sway Member Set le-out le-in le-bend out in CH o ~ ---------------ft------ft--~---ft---~--ft----------------------------------- 1 TS l. 00 . 2 TS 8.00 3 TS l. 00 ·4 TS 5.00 5 TS 9.43· 6 TS 0.50 ======~ ........ =======--.. --===< Basic Load Case Data>-------~------------------ BLC . Basic Load Case Load Type Totals No. Description Nodal Point Dist. -------------~-----------------------······--------------------------------- 1 2 dl wind 1 l 2 ---------------< Joint Loads/Enforced Displacements, BLC l >----------=----· Joint Is this a Load or Direction Nu-nber a Displaceme::it? (X,Y,Mz} Magnitude ------------~-----------~--------------~------·-------K,K-ft,in,rad-------- 5 L Y -0.720 =·==-===·== .. -""·""""=-======-==: < Member Po.int Lo.ads, BLC l>=====-=============-==== · Joints Member I J Direction Magnitude Location -------------------------------------K,K-ft------·----ft or%-------------- 1 1 2 Y 0.000 0.000 -~=~===== == =======< Member 4 l Joints I J 2 1 5 2 Member Distributed Loads, BLC 2 Load Pattern Pattern Label Multiplier WIND WIND -0.1600 -0.1600 >-------------------- -----------------------------< Load Patterns>-----------------------------Pa~tern Magnitudes Locations Label Dir Start End Start End -------------------K/ft,F--~-------K/ft,F-----------ft or %-------ft or%-~ WIND y 1.000 1.000 0.000 O.OOC =""==· ================== .. =-<Load Combinations>--------------------------- No. Description 1 dl+wind RWPE BLC Fae BLC Fae BLC Fae BLC Fae BLC Fae SSdv l 1 2 1.33 FEB-21 00 13:26 FROM:HOPE ENGINEERING 6192354675 TO:8586779886 RISA-2D {R) Version 4.01 Hope Engineering Job : Page: 3 PAGE: 10 6363 Greenwich Drive, #210 San Diego, CA 92122 Date: 2/21/00 File: SORENTOS _;;;w======~=;;~="======w;~=-=====•======----------------------------------· Dynamics Input: Number of Modes ............ 3 Load Combination Number .... l Acceleration of Gravity .... 32.20 ft/sec"2 Convergence Tolerance ...... 0.001 Converge work Vectors ...... No ;-.,. .. ~:======~"""'""""'"'=<· Joint Displacements, LC l : dl+wind >==========_,_._._._. _ _.; Joint +~------Translation-------+ Rotation No x Y ez -------------in-------------in-----~------rad-------------~~---------------- 1 2 3 4 5 6 0.000 0.042 0.042 0.000 0.044 0.020 O.OQO 0.000 0.000 0.000 -0.001 -0.001 -0.00382 -0.00274 -0.00276 -0.00378 0.00387 0.00387 -"" --========_._. ____ =-..,=-=< Story Drift, LC l : dl+wind >==----"'-=============- Story +---X Direction---+ No. Joint Drift % of Ht ---------------in----------------------------------------------------------No Stories Defined ... -----------------------< Reactions, LC 1 : dl+wind >-----------------~---·· Joint +---------Forces----------+ Moment No X Y Mz -------------K--------------K----------·--K-ft----------------------------- 1 -0.69 0.24 0.00 4 -0.59 0.48 0.00 Totals: -1.28 0.72 Center of Gravity Coords (X,Y,Z) (ft) 0.000, 6.000, 0.000 .:. ________________ < Member Section Forces, LC l dl+wind >= .. .,.·-==,,,========:::. Member Joints Section I J i Axial Shear Moment ------·---------------------K--------------K-------------K-ft-------------· l 1-2 1 0.24 0.69 0.00 2 0.24 0,64 -0.17 3 0.24 0.58 -0.32 4 0.24 0.53 -0.46 5 0.24 0.48 -0.58 ---------~-------------------~~t~·--·----·-------------~----·-------------~ 2 2-3 l 0,05 -0.15 -0.58 2 o.os -0.15 -0.29 3 0.05 -0.15 0.00 4 o.os -0.15 0.29 5 0.05 -0.15 0.59 FEB-21 00 13:27 FROM:HOPE ENGINEERrnG 6192354675 T0:8586779886 PAGE:11 /' • ,. t<- RISA-2D (R) Version 4.01 Hope Engineering Job : Page: 4 6363 Green~ich Drive, #210 San Diego, CA 92122 Date: 2/21/00 File: SORENTOS --.--------------=< :--1ember Section Forces, LC 1 : dl+wind >:::=====----'-=====- Member Joints Section I · J t Axial Shear Moment . ----~-----------------------K-----~--------K---~---------K-ft--------------- ----------------------------------------------------------------------------3 3-4 l 0. 48. 0.59 0.59 2 0,48 0. 59, 0 .44. 3 0.48 0.59 0.29 4 0.48 0.59 0.15 . 5 0.48 0.59 0.00 ----------------·----------------------------------------------------------- 4 2-5 l 0. 39 0.53 0.00 2 0.39 0.27 -0.50 3 0.39 0.00 -0.67 4 0. 3 :1 -0.27 -0.50 5 0.39 -0.53 o.oo -------~-------------------------------·------------~~----------------------5 5-3 1 0.63 0.00 o:oo 2 0.63 0.00 0.00 3 0.63 0.00 0.00 4 0.63 0.00 0.00 5 0.63 0.00 o.oo ----·------~·-------~----------------------------·---·---------------------- 6 5-6 1 0.00 0.00 0.00 2 0.00 0.00 0.00 3 0.00 0.00 0.00 4 0.00 0.00 o.oo s 0.00 0.00 o.oo --------------------< Member Stresses, LC l : dl+wind >===~;--====;·--===;; Member Joints Section Bending Bending l J ~ Axial Shear Top Bottom ------------------~--------Ksi-----------Ksi-----------Ksi----------Ksi---~- 1 1 2 1 0.15 0.88 0.00 0.00 2 0.15 0.82 1.75 -1.75 3 0.15 0.75 3.37 -3.37 4 0.15 0.68 4.84 -4.84 5 0.15 0.61 6.17 -6.17 2 2 3 1 0.03 -0.19 6.17 ~6.17 2 0.03 -0.19 3.08 -3.08 3 0.03 -0.19 -0.01 0.01 4 0.03 -0.19 -3.10 3.10 5 0.03 ,-~. -0.19 -6.19 6.19 ---------~----·-----------------------------------------------~-------·------3 3 4 1 2 3 4 0.29 0.29 0.29 0.29 0.75 0.75 0.75 0.75 -6.19 -4.64 -3.09 -1. 55 6. lSl 4.64 3.09 1. 55 FEB-21 00 13:27 FROM:HOPE ENGINEERING 6192354675 T0:8586779886 PAGE: 12 ,. ,, ,,.'1l .... RISA-2D (R) Version 4.0l Hope Engineering 6363 Greenwich Drive, #210 San_ Diego, CA 92122 Job : Page: 5 Date: 2/21/00 File: SORENTOS --------------------< Member Stresses, LC 1 : dl+wind >===~;;:::;;;:======= Member Joints Section Bending Bending I J ~ ~~al Sh~ar TOJ? Bot~om · -----------··--------------Xs1------·----Ks1-----------Ksi-·--------Ksi----- S 0.2S 0.75 0.00 0.00 ----------------------------~-------·-----------------~---------------------4 2 5 1 0.24 0.68 o.oo ·o.oo 2 0.24 0.34 . 5. 27 -5.27 3 0.24 o.oo 7.02 -7.02 4 0.24 -0.34 5.27 -5.27 s 0.24 ·-0.68 o.oo o.oo -----.----------·-------·-----------------------------------------------·----5 5 3 l 0.38 0.00 o.oo o.oo 2 0.38 0.00 o.oo 0.00 3 0.38 0.00 o.oo o.oo 4 0.38 0.00 0.00 0.00 5 0.38 0.00 o.oo 0.00 6 5 6 1 0.00 o.oo 0.00 o.oo 2 0.00 0.00 o.oo 0.00 3 0.00 0.00 0.00 o.oo 4 0.00 o.oo 0.00 0.00 5 0.00 0.00 o.oo 0.00 ----~--------~------·~--------------------~----·--------··------------------ ==~=========;=====< Member Deflections, LC l : dl+wind >===;====--==-;====; Member Joints Section I J ! . X y L/n -----------------------~---in------~---in-----------------------------------l 1 2 2 ";) 3 .J 4 2 2 1 2 3 4 5 3 1 2 3 4 s 4 1 2 3 4 5 s l 2 3 0.000 0.000 0.000 0,000 0.000 0.042 0.042 0. 042. 0.042 0.042 0.000 0.000 0. 00-0 0.000 0.000 0.000 0.000 0.000 0.000 -0.012 -0.023 -0.033 -0.042 0.000 -0.024 0.000 0.025 0.000 0.042 0.033 O·. 023 0.011 0.000 -0.042 -0.094 -0.116 NC NC 7276.S 8426.3 NC NC 3938.4 NC 3880.8 NC NC 8924.8 7809.2 NC NC NC 1158.8 825.7 FES--21 00 13:27 FRQN:HOPE ENG!NEERrnG 619235%75 TO:8585779886 PAGE: 13 ~~ ~ t;...,_ Hope Engineering RISA-2D (R) Version 4ft:)pE 6363 Greenwich Drive, #210 San Diego, CA 92122 HOPE ENC,!NHl?ING Job : Page: 6 r:aa,t~1ld ~,n~ / 0 0 ~i~~Q SORENTOS s~n 01090, c~ 92101 TE~. to 19) 232-4673 FAX: (619) 235-4675 ------------------< Member Deflections, LC 1 . Member Joints Section dl.J..Wl' ni.Jlo~l-i,gBJ!en_g,neefi~CCrtl _______ . T U >------------------- I J i X y L/n ----····-------------------in----·-----in--··----------·-·------··---------- 4 0.000 -0.095 1156.8 S -0.001 -0.044 NC ------•--------•••••---------••••w--------••••--------••W••-----•••-----•••v 5 5 3 l 0,037 0.023 NC 2 0.037 0.023 NC 3 0.036 0.022 NC 4· 0. 036 0.022 NC 5 0.036' 0.022 NC 6 5 6 i -0.001 -0.044 258.5 2 -0.001 -0.038 344.7 3 -0.001 ~0.032 517.l 4 -0.001 -0.026 1034.2 5 ·0.001 -0.020 NC ------••••-•--------••••••--•-------•••••••-------•••••--w-----••••--------- .; • .;;;;·;;:::======~===< Member AISC Unity Checks, LC l : dl+wind >·=""-,.,=====;:--== Member Joints Unity Shear /I.SD I J Chk Loe Chk Loe F~ F~ Cb Cm Eqn. ---------··------------------~---------Ks1------Ks1-----··--------·--------- 1 1 2 0.267 5 0.061 1 21.01 23.76 l.00 0.85 Hl-2 2 2 3 0.262 5 0.013 1 12.57 23.76 ·1.00 0.20 Hl~2 3 3 4 0.274 1 0.052 l 21.01 23.76 1.00 0.60 Hl-2 4 2 5 0.310 3 0.047 1 16.99 23.76 1.00 1.00 Hl-3 5 5 3 0.038 1 0.000 l 10.04 21.60 1.00 0.60 Hl-1 6 5 6 0.000 l 0.000 1 21.33 23.?6 l.00 0,60 Hl-1 --------------.--< Member NDS Unity Checks, LC l : dl+wind >"'··"'"'"'"'=======.:=- Unity Shear Memb Chk Loe Chk toe F~' F~1 F~1 F~1 RB CL CP Eqn -------------·-----------~Ks1----Ks1----Ks1----Ks1----------·······--------- ===~~;;;;;===========< Redesign Shapes, LC 1 : dl+wind ~==-=======-·-======= Section · Suggested Alternate Shapes Set Me111ber 1st Choice 2nd Choice 3rd Choice 4th Choice Redesign not performed ... -----------------=-< Material Takeoff, LC l : dl+wind >=~==-=:::====,,,==:--:::== Section Database Total Total Set Shape Length Weight ------~·---------------------------ft---·-·----------K·--------------------- TS TU2.5X2.SX3 24.93 0.14 Total Wts: 0.14 I 6~1 ·~ \'O 11/23/1999 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: RANDY CHUMLEY 8810 REHCO RD City of Carlsbad Plan Check Revision Permit No:PCR99237 Building Inspection Request Line (760) 438-3101 1891 RUTHERFORD RD CBAD PCR 2121203600 $0.00 · CB991613 Lot#: 0 Construction Type: NEW INCREASE INT PARTITION HEIGHTS Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 09/20/1999 RMA 10/06/1999 10/12/1999 6488 11/23/99 0001 01 C-PRMT SAN DIEGO CA 92121 619 677-9880 Total Fees: $109.00 FINAL APPROVAL Inspector: Date: Clearance: _____ _ NOTICE: Pl(?ase take NOTICE that approval of your project includes the·'lmposition" 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 acc9rdance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby f=URTHER 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 cif which vou have previously been qiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otherwise exoired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 109-00 FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO~(fl 'J;J7 EST. VAL. _________ _ CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 Plan Ck. Deposit-------..-- Validated By_-r.,.,_--r-,.....-,,-:--t-t-w'-'+--- Date. _____ -+-+,¥---"""'+-+-¥---- Legal Description Phase No. Total # of units Assessor's· Parcel # Existing Use Proposed Use # of Bathrooms Fax# Name Address City State/Zip Telephone# \4;_ .: '.;_pfiop1;i:t,t(p'f'NEif.;_ 1··:· -:t.-.·>.,.·: ;-,_., _N_a_m"""e-----'------------A-d-d-re_s_s ______________ C_i_ty _______ S_t_at_e_/Z""'i,..p-------,T"'.'"e-le_p_h_o_n_e_# _______ \ ~::·: !,e<iN.f:RACTPR·.-:·¢0MFiANY;}ffAME.,. -:-;--:.:r·:::: ~ ·:' '(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such-permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Bu_siness and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500]). Address City State/Zip Telephone# License Class _________ _ City Business License # _______ _ _::,tate License # -'---------- ,~.-'-·.woF.iid!i\S'--'COIYIPi!'!IS'AJ"l.PN·~-• -" -· Address ,·--,;--'.. ~, -. City ;..,_ :.': Workers' Compensation Declaration: I hen,by affirm under penalty of perjury one of the following declarations: State/Zip Telephone 0 I have and will maintain a certificate of consent·to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this p~rmit 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. My worker's compensation insurance carrier and policy number are: . Insurance CZ:ompany ____________________ Pcilil:y No.____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR.LESS) 0 CERTIFICATE OF EXEMPTION; I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred · thousand dollars ($100,000), in addition to the cost-of compensation, damages as provided for in Section 3706 of the Labor code, interest end attorney's fees. SIGNATURE'-----------'---------------------DATE _________ _ ·,7;---·-owNE;R-BUILDER-DECCARATIONc·'-"' -_--· ., -·,:-:-··-~, · --, .. ; · .. -_:· ., .. " · ' ... .._-,: · .... -.,. :z·-_, :_:.-.. I hereb_y affirm that I am exempt from the Contractor's License Law for the following reiison: 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. 1044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not 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 d·oes 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 Licens_e Law). 0 I am ·exempt under Section ______ Business and Professions Code for this reason: 1·. I personally plan to prov,ide 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 (firm) to 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 thl! work, but I have contracted (hired) the following persons to·provide the work indicated (include name/ address/ phone number/ type of work): _____________________ --,----'-------------------------------- -.-~' -·· : -. Is the applicant or future building occupant required· to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 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 O NO Is the facility to be constructed within 1,000 feet of'the outer boundary of a school site? 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A-FINAL 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. ~::::~o:,.srJiu¢11qN°JENt>1~'<fA~lNct ~~ .. ·:::..-::..?:.';-:::~\-· :~·: · I hereby affirm that there.is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME _____________ __ '!!'Fr:'cAPf:'lilc:i\t.it'·ciEfft1t=IcAnpff ::;;':~ ,.-,; · .·. :· -·. " I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances 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 SAVE, INDEMNIFY 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" de11p and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit is by t Building Official under the provisions of this. Code shall expire by limitation and become null and void if the building or work authorized by such per 1t is ot c mme within 5 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time a er t wof is mme ce f a period of 180 days (Section 106.4.4 Uniform Building Code). /2 /,, APPLICANT'S SIGNATU -DATE 1 fa/1°2 . l • • F=ilP Yl:LLn'M· Annlir-~ht PlNV· Finr1nrc EsGU Corporation 1n Partnersliip witli (jovernment for '.Buiftfing Safetg DATE: 9/29/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1613 rev PROJECT ADDRESS: 1891 Rutherford Road SET:I CJ~NT ~ D PLAN REVIEWER D FILE PROJECT NAME: Isis Pharmaceuticals Addition and T.I. Revision ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith. have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete r~check. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: .~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: {by: ) Fax#: Mail Telephone Fax In Person · ~ REMARKS: PCR99237 By: David Yao Enclosures: approved plan Esgil Corporation D GA D MI3 D EJ D PC 9/21 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 +-San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-1613 rev 9/29/99 VALUATION AND PLAN CHECK FEE JURISDICTION:· Carlsbad PREPARED BY: David Yao BUILDING ADDRESS:. 1891 Rutherford Road BUILOING OCCUPANCY: B/F-1/S-1 BUILDING PORTION BUILDING AREA (ft.2) Furniture partition. 1hr 6'-8" high Air Conditioning . Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 99-1613 rev DATE: 9/29/99 TYPE OF CONSTRUCTION: V-N VALUATION I VALUE MULTIPLIER ($) D 199 UBC Building Permit Fee D Bldg. Permit Fee ~y ordinance: $ D 199 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 108.94 Type of Review: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 87.15 Comments: Sheet 1 of 1 macvalue.doc 5196 I ' ---- ' / -·- £lEP. 11 '99 (.FRI) 1 S: 24 33188SSS6667733 ~ 6163931942 PAGE. 1 STATE OF CALIFORNIA· HEALTH ANO WELFARE AGENCY I f OFFICE OF STATEWIDE HEAL TH PLANNING ANO DEVELOPMENT 'DIVISION OF FACIUTIES DeVELOPMENT 1600 9th, Roam~ sactamento, CA 95814 (918)854-3362 Mr. Carl Schuben · Cote/ Y eel Schubert & Associate 2500 Venture Oaks Way; Suite 300 Sacramento~ CA 95833~3287 ,November·21, 1997 PETE.WJ~SON, Gonrnor Subject: Application .for Renewal of Pre-Approval of Atichorage for Fixed Hospital Equipment Haworth Premise Standard: & Stackable Pane~ Places ~d Unigroup Panels. R-0271 Dear Mr. Schubert: · We have revi~ the .-ubmittalfor renewal ofR·0271.: The nmmpr:q;e d'etails have been stamped •renewedtt by this Office. A copy of the stamped details and a certificate of approval are included with this letter •. Thank you. for your support of the Pre-.approval Program. If you have any questions please contact me at (916) 654-2063 .. In any correspondence rega_rding this pre-approval please use the number R-0271. · Sincerely~ ~l?.{74 Anthony R. Pike· Senio~ Structural Engineer cc: Mr. Ross Koning. Haworth, Inc. !E~ 11 '99 (FRit 15:24 33188SSS6667733 6163931942 PRE-APPROVAL OF ANCHQRAG·E FOR E.IXED HOSPITAL EQUIPMENI Application No. R-0271 (Reriewal) PAGE. 3 for Haworth Prem(se Standard & Stackable P~nels, Places and Unigroup Panels. has been exa~ine~ for conformance to the ~urrent requirements adopted ·by the Office of Statewide Heal~ Planning and Development, Division of Facilities Development. Signed this 21st day of November, 1997. STATE OF CALIFORNIA,, HEAL TH AND WELFARE AGENCY OFFICE OF STATEW10E HEAL TH PLANNING AND DEVELOPMENT DIVISION OF FACILITIES DEVELOPMENT ~dministtator· This approval must be renewed· every three (3) years. Other conditions requiring resubmission and re-approval are listed as fOllows: 1. Changes in the appli~ble codes ar:id regula~ions. . . 2. Changes in the manufactured product (fixed equipment). 3. Changes in meth9ds of a~chorage or· anch~rage devices. List of' approved documents: o Drawings 1 through 6 SEP. 17. ' 99 {FRI.) 15: 25 331885.556667733 6163931942 PAGE. 4 -Jc,b No. J'o6 HAWORTH PANEL ANCHORAGES COLE:, YEE, SCHUBERT & ASSOCIAT~ STRUCTURAL ENGINEERS INC. 2$00 VENTIJRE OAKS WAY, suin JOO SACRAMENTO, CALIFORNIA 9Sl1J...Jm Cllcnc HAWORTH FURNITURE Pue t or 10 ,16/920-1020 FAX ,1&m0-1556 HAWORTH-F ANCHORAGE OF 6, .. to"· (82") TALL-PREMISE STANDARD & STACKABLE PANELS PLACES · AND UNIGROUP LJNE OF PANELS. . . HAWORTH~C. · ONE HA WORTH· CENTER HOLLAND, ML 49423-9576 ""'SEP.17'99 (FRI) 15:25 331665556667733 Job HAWORnl PANEL AN"CHORAGES Client HAWORTH~ Job N11. 9400? Paire 2 or to 6163931942 PAGE. 6 COLE, YEE, SCHUBERT & ASSOCJATI STRUCTURAL ENGINEERS INC 2500 VENTURg OAK$ WAY, StJrI:'E300 SACRA.MJ!:NTO. CALIFORN:tA ,s8:J3..:Jm 916/920..2020 FAX 91"'20..15~ . . . . . HAWORTH PANEL ANCHORAGE- INDEX . PAGE# . .. . COVER S~ET ....•.............. ~ ..... r·····.·········:·~···································~···; ......... ~ ....•... : 1 · · IN'DEX SIIBET .~ ......... : ........................ ; ........................................ ~~········ .. ~ ................... 2 · GEN'ERA.L. NOTES ............................................. · ............................................................. 34 PANEL. CONF'IG"UR.A TIONS ........................... ~ ......................... · •.............•...........•..• 5--8 ANCHOR DET~ & TENSION TEST LOAD TA,BLE~····~······· ........................... 9 ANCHOR PLATE DETA.a .......... ~ ................................................ · .... -~ .............................. 10 . ... ~E~ 11 • 99 (FRI) 15:26 331885556667733 Job No •. /o& HAWORTHPANELAN'~ORAGES . HAWORTH FURNlTUR.E Client Dal..-d hv JBB D•t~ 1/26/94 Pae:c 3 of 10 GENERAL NOTES; l. ANCHORAGE OF PANELS 5'9" (69") OR LESS tS NOT REQUIRED PER IR.23•13. 2. PAR.TITION ANCHORAGES SUCH AS EXPANStON ANCHORS, BOLTS. SCREWS. AND FITTINGS ~ BE DESIGNBD IN COMPLIANCE WITH nm FORCE LEVEL REQ~ OFTHB 1995CBC, TlTLE24.PART2 .. 3. NORMAL WEIGHI' CONCRETE ~ HAVE A T)NIT WEIOHT OF 145 LBS •. PER. CUBIC FOOT AND A MINIMUM· 28 DAY COMPRESSIVE STRENGTH OF 3000 PSL 4. UGHT WEIGHr CONCRETE SHALL HA VB A UNIT WEIGHT OF 110 LBS. PER. CUBIC FOOT AND A .MINIMUM 28 DAY CO~RESSIVE STRENGnf OF 3000 PSI. . 5. IT IS mE RESPONSIBILrl'Y OF ms STRUCTURAL ENGINBBR OF RECORD FOR. THE PR.Omer TO WRlFY nm ADEQUACY OF nm NEW OR EXISTING STRUCTtJRE· WITH nm FORCES ANO WEIGHT SPECIF.IEl> FOR. EACH PARTITION. . . 6. A) EXPANSION ANOIORS INSTALLED iN HARO ROCIC OR UGHTWEiGKr CONCRETB SHALL BB HlLtt HDI ~/8" W/ l 9116'f BMBEDMENI' COMPLYING WITH nm LATBST lCBO REPORT NO. 2895. · O'IHER TYPES AND BRANDS OF EXPANSION ANCHORS MAY BE USED PROVIDED· .THEIR CAPACITIES AND S'IUNGTHS ARE EQUAL OR BEI IER nrAN nm HJLTI HDI AND ALL . HA VB CURRENT ICBO REPORTS. SUBSTITUTIONS MUST BE SUBMlTrED TO OSHPD AS CHANGE . ORDBRS FOR APPROVAL. THE CHANGE · ORDER MUST INCLUDE APPROPRIATE TEST LOADS AND TESTClUTERIA. · 6163931942 PAGE. 7 ,,. ~ .. COLE, YEE, SCHUBERT & ASSOCIATE{ ~TRUCTURAL ENGINEERS, INC. • lSOO VEN11JR£ OAl<S WAY, SUfl'E 300 SACRAMENTO. CALIFORM:A '5833-3287 91&/9%0-1020 FAX 91~0..t55ti RENEWED Caflfomfa Office or StateWfde Health Pf;11nnlng and D'1vefopment FIXED EQUIPMENT ANCHORAGE R-0271 NOV 21, 1997 .. ... B) INSTALLATION:· lNSTAI.L nm EXPANSION ANCHORS IN ACCORDANCE WITH nm REQUlREMENTS GIVEN JN ICBO RESEARCH COMMr!TBE RECOMMENDATIONS FOR THB SPECIFIC ANCHOR. C) SHBI.l. ANCHOR. TB$T Nor.ES: I. VERIFY TB'AT mE ANCHOR IS NOT PREVENTED FR.OM WffllDRAWlNG BY A BASBPLA'IE OR omER.FIXTURES, IF ANY SUCH RESTRAINT IS FOUND TO EXIST, LOOSEN AND SHl~f'OR REMOVE nm F1X'11JRE PRIOR TO TBSTING. 2~ REACTION LOADS FROM TEST·FJXTIJRES MAY BE APPLlED IN CLOSE PROXIMI1Y TO ·THE ANCHOR BEING TESTEJ) PROVIDED· THE ANCHOR IS NOT RESTRAINED FROM wmtDRA WING BY rnE FLXTURE(S); 3. TEST BQtJll>MENT IS TO l3E c~mR.ATED BY AN· APPROVED TESTING LABORATORY IN ACCORDANCE Wl'IH STANDARD RECOGNIZED PROCEDURES; •-TEST nm ANCHORS AS Fo.q.ows: i. VISOIJ..LY INSl>ECT ALL ANCHORS FOR FOIL EXPANSION AS EVIDENCED BY THE' LOCATION OFTHE.EXPANSIO~f'PLUO IN THE ANCHOR BODY. nm PLUG LOCATION OF A FULLY EXPANDED ANCHOR SHOULD BE AS RECOMMENDED BYTIIE MANUFACTURER OR. rN THE'ABSENCE OF SUCH RECOMMENDATION. AS DETERMINED ON THE JOBSITE FOCLOWING mE MANUFACTURER'S .. INSTALLATION INSTRUCTIONS. 11. TENSION TEST 50% OF nm ANCHORS TO 3700 POUNDS. "'-SEP. 17 ' 99 (FRI) 15: 26 331 SSSSS6667733 Job HA WO Rm PANEL ANCHORAGES HAWORffl BVRNITt1RE 94009 Pate .o4 o( IO S. ACCEPrANCE CRITElUA: 6163931942 PAGE. 8 COLE, YEE, SCHUBERT & ASSOCJ'A TE: STRUCTURAL ENGINEERS JffC 2500 VENTVRE OAKS W.A. Y, SIJlTE JOO SACRAMENTO. CALIFORNIA 9~87 ,1,m0-2oio FAX tt6r.>20..is5, THE ANCHOR SHOULD HA VB NO OBSERVABLE MOVEMENT AT THE APPLICABLE TEST LOAD. ~-TESTING SHALL OCCUR 24 HOURS OR MORE AFTER. INSTALLATION OF THE StJBJEcr ANCHORS. . 7. · IF ANY ANCHOR FAlLS .THE TBNSU TEST. TEST ALL ANCHORS. 8. TENSION TESTING SHALL BE PERFORMED IN THE msBN'CE OF THE INSPECI'OR OF RECORD. . 7. THE P.LACES AND UNIGROUP PANELS ·ARE JOINED· BY PLASTIC HINGES. STATIC TESTS PERFORMED ON THE PLASTIC HINGE SHOWED NO SIGNS OF STRAIN UNDER AN APPLIED LOAD OF TWICE THE DESIGN LOAD. nm PREMISE GROUP PANELS. ARB JOINED· BY METAL ·. STRtn'S WITH TABS AND SLOTS THAT CREATE A SEMl:- RIGIDCONNECilON. 8. WHBN INSTALLING DRIU,ED-IN ANCHORS IN BXJSTJNG NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAtmON TO 'A VOID ctm'ING OR DAMAGING nm EXISTING REINFORCING BARS. WHEN INSTALLING nmM lNTO EXISTING PRESTRJ!SSBD CONCRETE (PRE• OR POST-TENSIONED). LOCATE. nm. PRE~SED TENDONS BY USING A NON-DESTRUCTIW MEnIOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND· CAUI'ION TO A VOID CUT11NG OR. DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN nm REINFORCEMENT AND mE DRil,1-ED•JN ANCHOR. RE.NEWED Califomfa Offlc• of Statewide He~ffh Planning and Development FIXED EQUIPMENT ANCHORAGE R-0271 · NOV 21. 1997 · ·@). "Valfd for 3 Years MaxrmtJm . ~7?.~ • u. Anf.honyik (916) ~ .. _SE~ 13 '99 (FRIJ 15:27 331885556667733 J~b. HAWORTH PANEL ANCHORAGES Client HAWORTH FURNITURE Job No. 94009 . l)esigned by JBB Dote 8 / 26/ 94 Page 5 oftO ... . 0:0.. I >-(\J I- PANEL CONFIGURATIONS 6'-4' JI PC-1 8'-3' l .. 0 ' : M 6163931942 PAGE. 9 . COLE. YEE. SCHUBERT & ASSOCIATES STRUCTURAL ENGINEERs 2500 VENTURE OAKS WAY. SUITE 300 'SACRAMENTO, CAUFORNIA 95833-.32.87 916/920-~020 FAX 916/920-1556 RENEWED Califomi:1 Office of Statewide Haaltl\ Planning and Development FIXED EQUIPMENT ANCHORAGE R-0271 N~V 21. 1997 . ~ '"Valfd fot 3 Y.ars M.txlmum ·~~~ 8'-3" POSITION ANCHOR PL'S AS SHO'JN l PC-2 ._SEP. 1_7 '99 {FRI) 15:27 331885556667733 Job No. 94009 ./ob Client HAWORTH FURNITURE Designed by .Jl38 OQte 8 /26/ 94 Poe 6 oftO PANEL CONFIGURATIONS It . '¢" . r "' It ~ I .. CD /HlNGE .. Q I (') . 12'-6' PC-4 6163931942 PAGE. 10 · COLE, YEE, SCHUBERT & ASSOCIATES SrRUCTURAL E:NCINE:ERS 2500 VENTURE OAKS WAY. SUITE 300 SACRAMENTO, CALIFORNIA 95833-3287 916/920-2020-FAX 916/920-1556 RE· NEWED Califortda Offlc:• of $tatewide . Health_ Planning and Development FIXED EQUIPMENT ANCHORAGE. R .. 0271 NOV 21, 1997 • -V.lld for 3 Y•.,. Moxlntom ,_SEP. Vi'' 99 (FRI) 15:28 331885556667733 6163931942 PAGE. 11 · Job No. Joi;, HAWORTH PANEL ANCHORAGES COLE, YEE, SCHUBERT & ASSOCIATES 94009· SffiUCTURAL ENGINEERS Client HAWORTH FURNITURE 2500 VENTURE OAKS WAY. SUITE 300 SACRAMENTO, CAllf'ORNrA 95833-3287 Designed by JBB Dote 8 /26/ 94 Po<je 7 0£10 . 916/920-2020 FAX 916/920-1556 PANEL CONFIGURATIONS 0 I (') PC-5 RENl:WED California Office of Statewide Health Plannl~g and Development FIXED EQUIPMENT ANCHORAGE R-0271 NOV 21, 1997 ~:;~:;~~ ~~~ ~" ·: . ;... . ···" .. .. . .... • • •• • 1; r 8'-0 ... -!~~ ,:w 8' 0' .. -~ I OJ HINGE: TYPICAL .. ~ I . C co PC-6 L::J ..L-----------g =f ~ PC-7 ~ Cllent ~ HAWORTH P.Al-lEL »ICHORACES Job Ho. COLE, YEE. SCHUBERT ~ ASSO(;IATES . • • 9+009 STR\JCl\JIW. ENrl!N£ERS . HAWORni FURNmJ!lE: 2StJt1 vtK?!J1JE QIIIIS WAY, 'SUit .200 ~Ditti. ~ i1S!J;;J3-;wi:r r 17.2 t'I :u JaB ~ 8 26 ~ r>,i • 8 1:1110 9tS/ll20-~20 F.AX 9ff/9:io-1"g . . . . ,., "-I PANEL CONFIGURATIONS ·-.- 2e·-a~ -t e·~.o· ~i : ·= r . 3·-0· . rTYP. ,12 . : "--OR_/ 8'~ TYP. HIHGE: TYPICAL 4'-0' • 1 . CCL. I>-·.o: t- TIP 2'-0--, I TYP. PC-8 RENEWED ~ Qfflc• or ai.nlid'a Hullh Pluln1ng •nd o,,.,.ropment FIXED iCUIPlt~ ANCHORAGE R-0~71 NOV 21, 1997 ~ 'V•HfDrnHr•;-~ -~~ktci • ·i \() \() 'xJ ::x, -\JI I\) Cl) \.I) \.I) ..... Cl) Cl) \JI \JI \JI 0\ 0\ 0\ ..:i ..:i \.I) \.I) 0\ -0\ \.I) \() \.I) -\() ~ I\) ~ 0 ~ -I\) _SEP. 1l '99 (FRI) 15:28 33188SSS6667733 6163931942 PAGE. 13 ' '. Job HAWORTH PANEL ANCHORAGES Job No. 94009 COLE. YEE, SCHUBERT & ASSOCIATES Client HAWO~TH FURNITURE . STRUCTURAL ENGINEERS 2500 VENTURE OAKS WAY, SUITE ·30o SACRAMENTO. CALIFORNIA 95833-3287 Designed br JBB NOTES: Dote 8 /26/ 94 PCJ e 9 of10 ANCHOR lYPE: MATERIAL: 916/920-2020 ·F~ 916/920-1556 RENEWED Califomia ·omca of Statewide Health Pt.annlng and Development FIXED EQUIPMENT ANCHORAGE R-0271 NOV 21, 199.7 T'w'T. CDNC. (t'c=301:)0 PSI NORMAL \r/T. CONCRETE (f'<:=3,000 PSI> ANCHOR SIZE (in): 5/8"f . . MIN. EMBED. (in) 2 9/1611 TENSION TEST (lb) 37PO 1. ·TEST: 50% OF ALL ANCHORS BY TENSION VALUES LISTED. 2. IF ANY ANCHOR FAILS, TEST ALI:-ANCHORS Of THE SAME .CATEGORY NOT PREVIOUSLY TESTED UNTIL 20 CONSECUTIVE PASS, THEN RESUME "THE INITIAL TESTING FREQUENCY. 3. TEST .SHOULD OCCUR 24 .. HOURS MINIMUM AFTER INSTALLATION . : OF"· ANCHOR. -ALL TESTS SHALL BE CONDUCTED lN THE PRESENCE 0~ iHE ·1OR DETAIL .& TENSlON TEST .• LOAD TABLE • £ (I) ,.,,SEP.,1j '99 (FRI) 15:29 331885556667733 6163931942 PAGE. 14 .. . ~ ~ Job HAWORTH PANEL ANCHORAGES Job No. 94009, COLE. YEE, SCHUBERT & ASSOCIATES Dffi 11ed by 0,750. HAWORTH FURNITURE STRUCTURAL ENGINEER$ 2500 VENTUR£ OAl<S WAY, SUITE 3QO SACRAMENTO, CALIFORNIA 95833-3287 JBS Dote 8 /26/ 94 Pogeto· of 10 916/920-2020 , FAX 9f6/920-t556 RENEWED· Calffomia Offl~e of Statewtde Health Ptannlng and Oeveropment FIXED EQUIPMENT ANCHORAGE. R..0271 NOV 21, 1997 ...m...~ "Valtd for 3 Year, Maxrmum 0.120 R:- 0,280 ·R REF' """"i!:=r================:::::;:::==U 3.250 . .. ·o,.280 RE:F 0,560 0.750 X 0.875 SLOTTED HOLES ~·-~'------+-------.. 1.120· CL 2.422 CL _6.S00 NOTES, t. MATERIAL ·SHALL CONF'0RM TO ASTM A36, f'"y!:: 36.0 KSI. ANCHOR PLATE DETAIL -.. 3/4"=1 '-0" (X) Q) --