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HomeMy WebLinkAbout2280 FARADAY AVE; ; CB980692; PermitB U I L D I N G P E R M I T 07/23/98 11:25 Pa,;re 1 of 1 Permit No: CB98U692 Project No: A980U902 Development No: ,Job Address: 22.80 FARADAY AV Suite: Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 212-061-32-00 Lot#: Valuation: 42,251 Construction Type: Occupancy Group: Reference#: Status: Description: ADD ~77 : REMODEL SF OF MANUF&1000 SF W/ELEC,PLUM&MECH-ISIS PHARMACEUT Applied: Apr/Issue: Appl/Ownr : GREG WILLIAMS 619 Entered By: 677-9880 IIIN ISSUED 03/05/98 07/23/98 RMA 02 1143n00 *** 3 9.00 6.50 15.00 Y 27.00 1 6. 5 fJ .-,,----:o::::::-:~-·--::-,,------------ . FINAL APPROVAL INS~ OATE~/4liilllli•~--<- CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 IV "15!'Z-: / PERMIT APPLICATION FOR OFFICE USE ON,L Y [ Q PLAN CHECK NO. ct yo k2 , ,1- CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL. 41_, ;t_S'{ ~ Plan Ck. Deposit _·....,,,.... ______ ;;[-=r .... 5=-.-' J ,,,,- Address (include Bldg/Suite #) Legal Description Total # of units '2.--C>C.. Assessor's Parcel # l;:;,-OQ ,~Y":";,~( Description of Work #of Stories # of Bedrooms # of Bathrooms ;~;·-:-:~¢Q'titA0;'t;fii:R~~Jfli(il_11,f~ri!nff!'om:app1lci11ltX ·· .,., ... . -'" ". · -"-:··> ·::ss: Gfc:(;':::· ...... _":-;_,,;,., ... , ...sc:.c:=':{ ~ 'y $~, C> Y g.~c::-~ --e..» ~( D'\4:~c) <=A C,...,<] "'t s~c Name ' Address City State/Zip Telephone # Fax # ~~~~~~~t=~~lJ'Aaen;~:~~ct~~:;~e~~~f9(~:Z:-..~-:::~i~}~:~r::E~~' i;:~;~e :··~ (4> . PRoilliff)YowNER _:_ · ... .' ... ,' ....... ,__ ··--.. , ... \!::A:::::2 <:;;:>+\~ 7':-LE,,t \ :I \ O....L ~, Name ---~~=----'----_ Address '5"'.''"'.''7-c6.N-r1 ' ' ' Q ·,. )'IY,l'ilin'11Ci<tv:11r.11.'Me,'~ .,,. ···-"'·', ·.:::·--• , .... ,.,,.. , , - City ' -: ~ \> ' < ~-' , • :, ', ' . '',_• ~ State/Zip Telephone# , .• . .,,"""QAQJ,.!»~-.11""1". . .... , ,, . . .. (Sec. 703'1':oBusinessancf Profess1o1is 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 Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundr d dollars [$5001). ~IV5/av.;f..,,., :J;,vc. 6 333 Gn.eevw1c:.h IM. S:,,Te:: /71:J S.D. <::.A. 9J1~~ bi'? '1?-?070 Name Address City State/Zip elep one # License Class________ C~~ J /'{1?; '-/'/ State License# _________ _ Designer Name Address City State/Zip Telephone State License#-----==--=--- ~;-'i~~~®;>-.-·: :··::::-:· . \'::. ·:··: .'.: ... · -~:. :-·. -~.~:·:-_':,<A ., .;,. .,'•,' Workers"'eompensatiori-Declafation: I hereby affirm under penalty of perjury one of the following declarations: D 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 permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is is,SJ!td. My worker'!! compensation insurance carrier and policy number are: • lhsura-;;; Cqm~~ReL, tf ;,,ce, ::CVzUft-4,vc.:: c:o, /P~.-~,~~~7:«Nob: /2:;~"b';;i-z~, / '? 7 1i'H1s-sEctf6NNEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNbRED·DOl=E'~R·s [$100) OR LESS) ..,.._.........,..,~ .. , .. -'-1 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 he c st f compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. fsimTAn:,·;~ --,,..,_ ""> . /oAl'E-7~.:*¢-PE' . ,~7.. ,·::-·owNE.itwltDER·DEQLARAsTION·, "' . :·~· .... ·; -~,~~.:.:~ .:::.:. :· " .. :.: : .. ·: ·:''; .:· ~ '~~,.:·.:::::~2'/,:£: ",::·,.:,; _,,:: L>, : ;;-'::·:·: ·.::-' .'... I hereby affirm that I am exempt from the Co 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 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). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. I (have / have not) signed an application 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 the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address / phone number I type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE _____________________ _ DATE _________ _ fpqfy'li,i_~irre)'Eti~ :$.gp't[q~: r=,QJf.t/i!J,n;1it~1()J;NffJ1L""a.u.11:oi~~ :""E,tiNi1:f$c :Qfi(.y, ·. ', ' ' ,, -· , 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? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 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. ~i:::.. . .:QQ~1R.Y~TIQ.l't{i;HQ!N.~i~§~NgX_"'~ .. :. :>::;,, .. : : .... ; . ··-· , ·:·.~~:::" ,,,,., y-',<"l,~:v"~' ..,,~~,,~,,I,"' <s > ,,:,,' ',Y 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). 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 Cit\' 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" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after th k is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). DATE 0/-5 ( Of 2> YELLOW: Applicant PINK: Finance ~-··~,,,,.;:;,;;,_.~~~?"':;:. --- l -----.... ___ .... _ ':.. S E W E R P E R M I T 07/23/98 11:26 Pa.ge 1 of 1 Job Address: 2280 FARADAY AV Permit Type: SEWER -OFFICE/WAREHOUSE Parcel No: 212-061-32-00 Description: ADD 377 SF Of MANUF&1000 SF Suite: REMODEL W/ELEC,PLUM&MECH-ISIS PHARMACEU'I' Permitee: GREG WILLIAMS 619 677-9880 8810 RANCHO RD SAN DIEGO CA 92121 Fees Required Fees: Adjustments: Total Ft38S: Permit No: SE9800!:,6 Bldg PlanCk#: Status: ISSUED Applied: 04/07/98 Apr/Issue: 07/23/98 Expired: Prepared. By: MAM INSP. _____ DATE -----llillllll::=- C LE AR AN CE ==~~-- CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ,,. CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB980692 FOR 11/03/98 INSPECTOR AREA TP PLANCK# CB980692 OCC GRP DESCRIPTION: ADD 377 SF OF MANUF&l000 SF REMODEL W/ELEC,PLUM&MECH-ISIS PHARMACEUT TYPE: ITI JOB ADDRESS: 2280 FARADAY APPLICANT: GREG WILLIAMS CONTRACTOR: AV OWNER: REMARKS: C/ROB/619/719-7841 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS--PERMIT# AS920093 FA930005 AS970191 SE980056 FS980053 CB982086 AS980153 FA980024 TYPE ASTI FALARM ASTI swow FIXSYS ITI ASTI FALARM STE: CONSTR. TYPE IIIN LOT: PHONE: 619 677-9880 PHONE: PHONE: _/} INSPECTOR y --,pH''----------- STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural £_ _______ _ 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical $=--- ------------------ ------------------ ------------------ ***** INSPECTION HISTORY***** DATE 102798 102798 102798 102798 092598 092498 092298 092298 092298 092298 092198 091198 091198 090398 090298 082198 082198 081498 081498 DESCRIPTION Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough/Topout Underground/Under Floor Interior Lath/Drywall Rough Electric Rough/Topout Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Roof/Reroof Rough/Topout Underground/Under Floor sewer/Water service Underground/Under Floor Underground/Under Floor Underground/Under Floor ACT AP AP AP co NS AP AP AP AP AP NR co AP AP co AP AP co AP INSP TP TP TP TP TP TP TP TP TP TP DH TP TP PD TP TP TP TP TP COMMENTS T-BAR CEIL GRID CEIL LITES DUCTS EXHST ND ENG OTL FOR CORREO PNL DUP SEE 9/25 ROOF DRAINS WALLS SI REP & ENG REV REC SEE NOTICE ATTACHED NOT COMP TIE IN WASTE COMP OUTSIDE BLDG SEWER COVERAGE W/IN BLDG ONLY CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB980692 FOR 09/22/98 DESCRIPTION: ADD 377 SF OF MANUF&l000 SF REMODEL W/ELEC,PLUM&MECH-ISIS PHARMACEUT TYPE: ITI AV STE: INSPECTOR AREA TP PLANCK# CB980692 OCC GRP CONSTR. TYPE IIIN LOT: JOB ADDRESS: 2280 FARADAY APPLICANT: GREG WILLIAMS CONTRACTOR: PHONE: 619 677-9880 PHONE: PHONE: /) OWNER: REMARKS: C/ROB/619/719-7841 SPECIAL INSTRUCT: INSPECTOR--~~~-------- TOTAL TIME: --RELATED PERMITS-- CD LVL DESCRIPTION PERMIT# AS920093 FA930005 AS970191 SE980056 CB982086 AS980153 TYPE ASTI FALARM ASTI swow ITI ASTI STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ACT COMMENTS 14 ST Frame/Steel/Bolting/Welding ~ SI~ +-£;v? /lw'. fl«... 14 ST Frame/Steel/Bolting/Welding 24 PL Rough/Topout Al!_ ______________ _ 34 EL Rough Electric AP A/~M 44 ME Rough/Ducts/Dampers ~ ______________ _ _/_]_ ---------------.Ae -------------------------------------------------- ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 091198 Frame/Steel/Bolting/Welding co TP SEE NOTICE ATTACHED 091198 Roof/Reroof AP TP 090398 Rough/Topout AP PD 090298 Underground/Under Floor co TP NOT COMP 082198 Sewer/Water Service AP TP TIE IN 082198 Underground/Under Floor AP TP WASTE COMP 081498 Underground/Under Floor co TP OUTSIDE BLDG SEWER COVERAGE 081498 Underground/Under Floor AP TP W/IN BLDG ONLY 081498 Ftg/Foundation/Piers AP TP CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB980692 FOR 09/11/98 DESCRIPTION: ADD 377 SF OF MANUF&l000 SF REMODEL W/ELEC,PLUM&MECH-ISIS PHARMACEUT INSPECTOR AREA TP PLANCK# CB980692 ace GRP TYPE: ITI JOB ADDRESS: 2280 FARADAY APPLICANT: GREG WILLIAMS CONTRACTOR: AV OWNER: REMARKS: C/ROB/DPR/619/719-7841 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS--PERMIT# AS920093 FA930005 AS970191 SE980056 CB982086 AS980153 TYPE ASTI FALARM ASTI swow ITI ASTI STE: CONSTR. TYPE IIIN LOT: PHONE: 619 677-9880 PHONE: PHONE: /J INSPECTOR --i~,.c---------- STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION 15 ST Roof/Reroof ACT COMMENTS A/!_ .l!{_ ----------------&!_ ~ p;y--,G--~,..-- -------------------- ------------------ ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 090398 Rough/Topout AP PD 090298 Underground/Under Floor co TP NOT COMP 082198 Sewer/Water Service AP TP TIE IN 082198 Underground/Under Floor AP TP WASTE COMP 081498 Underground/Under Floor co TP OUTSIDE BLDG SEWER COVERAGE 081498 Underground/Under Floor AP TP W/IN BLDG ONLY 081498 Ftg/Foundation/Piers AP TP ------~------------------------------------------------ CITY OF CARLSBAD BUILDING JOB ADDRESS • INSPECTION -Z,:"L . . . .. NOTICE DEPARTMENT CENUSTRACTNO. PLANFILENUMBER ~ ~ NO. _0_0_0_2_3_5_ 1-:co=N=rR=Ac=ro=-R __ ___,______._.,,e____Ji,L.L_!=-----...J..__-------l OWNER OR PERMITTEE NAME D VIOLATION NOTE: READ REVERSE SIDE PRESENT THIS NOTICE WHEN MAKING APPLICATION FOR PERMIT D CORRECTIONS REQUIRED D PARTIAL APPROVED I) A/4 /?,e;t?tJd r-=~x MAIL ADDRESS FOR DOWNER, OR D CONTRACTOR D NO PERMIT-STOP WORK-REMOVE CONSTRUCTION, OR OBTAIN PERMIT AND MAKE ANY WORK COMPLY WITH BUILDING LAWS. (See comments on reverse side regarding penalty fees). D CONSTRUCTION NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK MAKE EXISTING WORK COMPLY WITH APPROVED PLANS AND PERMIT OR REMOVE IT. D CALL PLANING DEPARTMENT AT 438-1161, CONCERNING VIOLATION OF ZONING REGULATION LISTED BELOW. 0 STOP WORK-UNTIL AUTHORIZED TO CONTINUE BY THE INSPECTOR. 0 CONTACT CODE ENFORCEMENT OFFICER AT 438-1161. 0 CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT AT 438-3550. 0 CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. D PAY REINSPECTION FEE(See Back); THEN D CALL FOR REINSPECTION AT 438-3101. 0 WORK DESCRIBED BELOW HAS BEEN INSPECTED AND IS APPROVED. S"' /g 4> 'T#~~.l!l,/l~A ,€&Pf i) ,L::>-,,. ,.M-,4_,0 PA/:r:r /l.-t::,,OV//f~,,t;} C LL'&J~~A-/.)~ ,,;:?~p;J , , ,,Y THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN, ____ DAYS. THE CARLSBAD MUNICIPAL CODE REQUIRES PENALTY FEES WHEN WORK HAS BEEN STARTED WITHOUT PERMIT. ~PE<:rTOR (PRINT) L1/,-?.. ' INSPE<:rTOR'S SIGNATURE IN-13 (Rev. 2/86) 7:00 A.M. TO 8:00 A.M. 3:00 P.M. TO 4:00 P.M. MONDAY THAU FRIDAY BUILDING ELECTRICAL HEATING PLUMBING REFRIGERATION COMBINATION " • I ' t' I '' ,•. ' '. ~ ' , " }-•' ~-.. ~~· ' $.1';;;' Ill KLEINFELDER Construction· Observation Report Project Name .:z.~. 7 J:.:.;" Ii a ,tf. tf-i a. C ff u f2',c.' a ./-s: Date ?'-/ft-tJ? Client D Pl? Ca ,1~fkue,f,"(.,.1) _r;/./~, Project No. _________ _ DFR No _________ _ Project Location Z Z !?O /:::4 & a ~ C,.., A L!/2-? ./ / , .... ;F, -;,,/-:, ,,. Time Arrived ,' , -..:f O ,,, ,,.tr Contractor .0 i'.ir (" a r/.J""'il!wc f;~ ,.,) z·· •tc,, Bldg. Permit No.--------?,' ._.zo #'.7/Jf Time Departed ~L~~--~~-~L....:. __ _ Reviewed by ______________ Date Reviewed---------Travel Time -------- Type of Observations ~ Report items comply D Masonry D Welding 0 Bolting ... / ' D Report items incomplete D Batch plant JM Rein_forcement Steel 0 Pre-Post Tensioned Tendon D Foundations D Fireproofing 0 Metal Decking D Report items comply with exceptions f) /) ,.. -,..,. /-? / ) ,~.,..P "/, Kleinfelqer Representative Signature v' D Concrete D Soil (ZOther Acknowledged by _J~\-...,..\ 0_"~· 't:::'.'_·--_/\~~~-_1.._.1._ .. _c;_,._. /'.-:z-_,..-··"'-~ Representing ------------~-f..""""---.. Page __ of __ .t¼-/ fr Ec:·/Ja .rr. ,:[ CtfQ t/?.2 /2. Kleinfelder Representative Print Name F-1 (9/93) (./ . ' ' , AUG-19-1998 11:35 TO: FROM: DATE: PROJECT: REFERENCES: SUBJECT: KLEINFELDER · 619 541 1645 P.02/03 ,.. .. Ill KlEINFHOER Memorandum Mr. Rob Woolley I I DPR Construction, Inc. I 6333 Greenwich Drive, Suite 170 San Diego, CA 92122 I I i i Kleinfelder, Inc. ! I i 9555 Chesapeake Drive, Suite 101 San Diego, California 92123 August 19, 1998 I I Remodel of a Tenant Improvement for Isis Phai-maccuticals Carlsbad Research Center, 2280 Faraday Drive~ Carlsbad, California Building Permit No. 980692 j Kleinfelder Project No. 51-4805-01 . i (1) (2) I I ' Soils Report for Buildings A through F for ·µre Koll Company Carlsbad Research Center i Carlsbad, California j Prepared by: San Diego Soils Engineering, Inc. Dated: March 26, 1884 Project No. Spl264-00 Plans for Remodel of a Tenant lmprovemedt for Isis Pharmaceuticals, Carlsbad Research Cehter 2280 Faraday Drive, Carlsbad, California I Prepared by: Pacific Cornerstone Architec!ts, Inc. Dated: June 16, 1998 ; i i I SOIL SPECIAL INSPECTION VERIFICATIOlS 20 ft. by 20 ft. BUILDING ADDITION AT sotjTHEAST CORNER , I The following soils requirements have been approved for the foundation/> of the 20 ft. by 20 ft. building addition located at the southeast corner oft)le exfatjng building: j I a. The soil conditions observed in the shallow footing excavations Jere finu. undisturbed, residual soils. These foundation soils were generally similar the j subsurface conditions described in the project soils report (Reference 1 ). ! I b. The building addition foundations observed to date extend to the prober width and depth in accordance with the project plans (Reference 2). ! c. The foundation bearing soil meets or exceeds the allowable bearing ca~acity of soils of 2,000 psf as shown on the project plans (Reference 2). 5l-4805-0l/5118M 161.DOC Copyright 1998 Kleinfelcfor, lnc. Page I ofZ Aug.usl 19, 1998 :,;.-, ...... ·-;···"fl AUG-19-1998 11: 36 KLEINFELDER • 619 541 1645 P.03.-'i:33 .. l I I I I'. l. ' / I Ill KLEINFELDER i d. The residual clayey silt soils observed at the site were tested for rhei~ potential for expansion by running an Expansion Index test in general accordance with ASTM Test Method D4829. The te~t result yielded an Expansion Index of 28 w_hich indicjltes a low potential for expansion. I e. The contractor should remove all disturbed soils nnd standing ~ater from the footing excavation before placing concrete in the footing trenches. Respectfully, KLEINFELDER, INC. George M. Bmger, III Project Engineer, RCE 57852 GMB:pjf 51-4805-01/5118Ml6l.DOC Copyright 1998 Kleinfelder, Inc. P.ige 2 of2 . i I I I I I i J\ugu$l 19. 199& TOTAL P.03 • Sep-17-98 11:05 ~ ~~p-~~-~~ iu:~BA .. • tl~; GRf;£:!IIWICl'I OR svrrf 170 SAA OIEOO CA !?112.SH1 1'1Ull7.7071> i1UJJ.ft>o, JIIJt liiS .Ph..,rmacwti¢o11.s O.J ~,-0 ra--0a Request For fnf ormation Tc f'llC'>e •. Cl Fax 0 cc cc --------------- Ovution ...... t_;,Je..1se. Vet1..1~ U 513. 1"'7 ,, 4> /11 L 11' of Respor.s~ RFI Numb,;r F "1 l ~tler111ce OcM:11men!1 -:-:---------7 Sp«llicatlon Saction $-~v o .. ,e Svl,,r.ifT•d (C <:re-.~ , I ~ ~; ~76e) h03-~ >oit7 we. m~ I( WIK f!,oLT . {;v P.02 P.02 ----·----... ·--·--·· ... ~ .. ---··-----·--·---... -..--- ec: I r-- '------------.. -· ] " e ... 0 c; .. "' .,:. -] ::, "' <:.I ~ -::; = ,. l;/ ·;: ~ X [] 0 :! ii -~ t ~ C ,.; c: ; .. V ·:~ Q "C •• C!. C C E ·'t C ..(''.> 0 O· ~ "i ~-~ ~ £ f; ~ ~; -~ ~ ; ~-E ; '"; !; 5. ·~-----_______ __. L a..ar._1.1 .. :-,_ ... ,._._1 __,, 1 ~, ----------r--· ___ A_nch __ o_rln_g_Syste __ ms_ 4.3.3 Kwlk Bo,,· II Expansion Anchor }carbon Steel Kwfk Bolt H Ultimate Loads In Concrete Aneltor Eml>edrnent 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 ?$1 {27.6 MPa) Diameter Depttt In. (mm} In. (mm) ff• (29) ,,,. 2· (6.4) (51) 'J4/c • (95) 11/1 (41) 'lo 'Z't:· (9.5) (64) 41/,· (108) r,. (57) ½ 31/111 (12.7) (89) 6' (152) •. ) zt/, (70) G/1 4•• (15.9) (102) 1·· (i78) 3¼ (83) J/• 4'/ ... (19.1) (121) a·· (203) 41/2 (114) 1 8 (25.4) (152) 9 (229) • Values shown are ror a shear plane acting . through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 20%. Tanalon Shear Ill (kN) lb (kN) 1000 1600 (4.4) (7.1) 2100 (9.3) zaaa 2500 {8.9) (11.1) 2000 3700 (8.9) (16.5) 4500 (20.0) 5500 5000 (24.5) (22.2) 44D0 7250 (19.6) (32.2) 7000 (31.1) 9200 7800 (40.9) (34.7) 8000 11~0 (26.7) · (51.2) 9000 (40.0) 14200 12000 (63.2) (53.4) 74D0 15500 (32.9) (68.9) 11000 (48.9) 19200 15000 (85.4) (66.7) 12500 26500 (55.6) (117.9) 18500 (82._3) 34500 · 25000 (153.5) (111.2) Tension Slltar Tension lb (kN) 1230 (5.5) 2225 (9.9) 2500 (11.1) 2450 (10.9) 4825 (21.5) 5200 (23.1) 4925 (21.9) 8000 (35.6) B6SO (38.5) 70DD (31.1) 10&70 (47.5) 13000 (57.8) 870D (38.7) 1S500 (68.9) 18500 (82.3) 15200 (67.6) 22500 (100.1) 28750 (127.9) lb (kN) lb (kN) 1600 1430 (7.1) (6.4) 2360 2000 (10.5) (8.9) 2500 (11.1) 3900 2825 (17.3) (12.6) 5150 5500 (22.9) (24.5) 5400 (24.0) 7360 5461) (32.7) (24.2) 9000 9200 (40.0) (40.9) 9600 (402.3) 11500 8000 (51.2.) (35.S) 1235D 14200 (54.9) (63.2) 14000 (62.3) 15500 10000 (68.9) (44.5) 18000 19200 (80.1) (85.4} 22000 (97.9) 28500 17500 (126.8) (TT.8) 26500 34500 · (117.9) (153.5) 32500 (144.6). •• Values shown are tor a shear plane acting through the anchor boft body. When the shear plane is acting through the anchor bolt threads, reduce the shear value by 12%. An other values shown are for shear plane acting through eilher body or threads. 10/97 -,-:,-:,re w ,;;, w Shtar lb (kN) 1600 (7.1) 2000 (8.9) 3900 (17.3) 5500 (24.5) 7360 (32.7) 9200 {40.9) 11500 (51.2) 14200 (63.2) 15500 (68.9) 192110 (85.4) 30500 (135.7) 34500· (153.5) 6000 psi (41.4 MPa) Tension Shear lb (lcN) lb (kN) 1750 1800 (7.8) (7.l) 2500 2000 (11.1) (8.9) a:oo 3900 (14.2) (17.3) 580D 5500 (25.8) (24.5) 8500 7360 (28.9) (32.7) 10500 ~o (46.i) (40.9) 10000 11500 (44.5) (51.2} 1S700 14200 (69.8) (63.2) 12000 15500 (53.~) (68.9) 22000 (97.9) 192UO 23700 (85.4) (105A) 19000 (84.5) 31500 34500 {140.1) (153.S) 40000 (177.9) 103 ;p:P,1 8651/91/50 ~:---;.·~~ 1~· .~ -----• --_.., -iiJ ~ 1..,•¥1 I 1..a •= 11 ::t Kwik Bort--·Expansion Anchor ' Carbon Steel Kwik Bolt II AUowable Loads in Concrete Anchor Embedment 2000 psi (13.8 MPa} 3000 psi (20.7 MPa) 40D0 psi (27.6 MPa) 8000 ~Si (4'. < Diameter Depth in. (mm) In. (mm) 1'/, (29) '/d 2· (6.4) (51) 3'/•· (95) 11/e (41) l/s 1:1a· (9.5) (64) 4'/,· (108) r,. {57) lf? 3'!z· (12.7) (89) s· (152) 'el· (70) 5/e 4 .. (15.9) (102) 7•• (178) 3'/• (83) 'I• 4a/.0 (19.1) (121) au (203)' 4'/i (114) 1 6 (25.4) (152) 9 (229) • Values shown are for a shear'plane acring through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 20%. Tension Shear lb (kN) lb (kN) 270 430 (1.2) (1.9) 560 (2.5) 530 670 (2.4) (3.0) 530 990 (2.4) (4.4) 1200 (5.3) 1470 1330 (6.5) (5.9) 1170 194D (5.2) (8.6) 1870 (8.3) 2450 208D (10.9) (9.3) 1600 I 3070 (7.1) (13.7) 2400 (10.7) 3840 3200 (17 .1) (14.2) I 1970 4140 (8.8) (18.4) 2930 (13.0) s,20 4000 (22.B) (17.8) 3330 7070 (14.8) (31.4) 4930 (21.9) 9200 6670 (40.9) (29.7) ShearThrgugti The Thmda Tension Shear Tension lb ,kN) lb {kN} lb (kN) 330 (1.5) 590 (2.5) 670 (SJ) 650 (2.~l 1290 (5.:") 1390 (6.2) 1310 (5.Sl 2130 (9.:·, 2310 (10.3) 1870 (8.;i 2850 (12.'.") 34i0 (15 . .!) 2320 (10.~l 4130 (18.J) 4930 (21.9', 405D (18.0: 6000 (26.:-· 7670 ( 34.:·, 430 380 (1.9) (1.7) 630 530 (2.8) (2.4) 670 (3.0) 1040 750 (4.6) (3.3) 137D 1470 (6.1) (6.5) 1440 (6.4) 1970 1450 (8.8) (6.4) 2400 2450 (10.7) (10.9) 2530 (11.3) 3070 2130 (13.7) (9.5) 3290 3840 (14.6) (17.1} 3730 (16.6) 4140 2670 (18.4) (11.9) 4800 5129 {2i.4) (22.8) 5870 (26.1) 7600 4670 (33.8) (20.8) 7070 9200 (31.4) (40.9) 8870 (38.6) -Values shown are for a shear plane actlng through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear value by 12%. NI other values shown are for shear plane acting through either boc!y or threads. 102 ·····------1111!1!7~33~l~S~H,i?HH ______ 96SS8PP619 C-7 -::'C']H-.' Shear Tension I lb (kN) lb (kN) I !I 430 470 I (1.9) (2.1) I 530 670 (2.4) (3.0) 1100 850 ~ (4.9) (3.8) 1470 1!i50 ~ (6.5) (6.9) ii 1970 1730 I 1' (8.8) (7.7) I /( 2450 2800 2. (10.9) (12.5} ( ~ 3070 267D I 3G (13.7) (11.9) (' a ., 3840 4190 38, (17.1) (18.6) r·-,I. 4140 320D 41• (18.-l) (14.2) (1 E. 5a70 5120 (26.1) 512 (22.8) 6320 (22.. (28.1) 8140 5070 (36.2) (22.6) 8400 9?01 9200 (37.4) (40.f (40.9) 1067D (47.5) Hilti Proouct Technical Guide 1 o Lv:s1 8661/91/60 -_..:.;. ,.,.,.,,,.-,.,,, .. .,,~ . ;.. ,. .. . - k_q KLEINFELDER .o Construction Observation Report ~ ..... -·-~ Project Name 1515 P\IP.@IY\ACE:>u·ur A-k"i Date os-20 · 98 Client DPS ro>Jsn:uc:r,oiJ Project Np. 'i!J· 5t-':!eos-01 DFR No, ________ _ Project Location ;2Ql;O t::MAPAY A\JC Time Arrived (}1:Hs Alt\ Contractor CPe coN'fuJ&u.:.11oi,,1 Bldg. Permit No . ......,,,_qsµ·;....O....,fi .... 9,._,,7-"'----- Reviewed bY---------------Date Reviewed---------- Time Departed .,_,Jo'-':--'"l""s__..A=M~--- Travel Time _...,.,.'--------- lype of Observations D Masonry D Welding D Bolting D Batch plant D D Reinforcement Steel D D Pre-Post Tensioned Tendon D ~ -----Foundations ~ Concrete Fireproofing D Soil Metal Decking D Other Documents Referenced --------------------------------- Summary ________ _..,A.,.1n~1._,,\lc,.f;.,_,p'---"o"'l,l,.__.$"'-1:n;,,___./l,.__S,.___.S"'C:""'~"'6-"-DU,..\.fl)=.,._..,_e"'1-1'-'-'€,,_,c"--'l(,""f;:,.,n.,__...,_f'~L.uB ..... cf"-'-'-/Yl"'E"'J,,l'!'-'---"Ou.£.......cl20,.,E--'1_,.,l,.)'-'-f-=-o.,_.,Rc"'-1"-N""G'--'STE"'-'-"'--"'(--"-1.---'f-"QCCJ2 ______ _ , .Q _______ __,F"'oqr"'-'-'1"',-}"""_..A,..,t,,\,..Q,__,$..,L,,_f\B"'-"'· 0..el:'oc..• ,,,c;; ... 11:,,_A"'J)c......_-1:fJ.<O.i,.R.......cR,,,OQ,,,.,M'-'--'-'A'-"D-'<p.,_1T.,_l,.,,O:.,.~"-'''---"'g""e_,,,Q..:>.l..:,Ecc,:~..,_T€J),,__.,__R,=E..c,MC-'o,_'-½,=L-"---"-o-'-F------'e:=1<-'-\§,._T,_t"'l..l."'G'--=-ec"'-"'-a"'A-"''2~---- ... '-to" • ?fl.__ Report items comply D Report items incomplete D o--~~ Report items comply with exceptions \ , .. Acknowledgedby R~ L ~ Representing ____________ -__ -.-'-?7 ___ r __ ,-,, Page __ of __ ~leinfelder Representative Print Name F-1 (9/93) ,·. -...... . .. ~ . ~ , .. , .. Ill ··O KLEINFE~DER i: ·J Construc~;ion ·observation Report Project Name ~1~~~16~-~PJ~1~A=f?~'-"-A~C-i=:~u~I~ic-~A~'-~S ___________________ _ Date -~<'9~;.~'"""~~·-"l~~------ Client oPR CohlWl'B\JCJ, o~ ProjeQt No .. 51· L\Bos-Ol lt>.IZ.t.SSAO. DFR No, ________ _ Project Location zZS,o g.gA oA'( A\\£· · Contractor t>PR co 1¥,:r Ru c,: 1 O):,l Time Arrived _ ... oc.11..-.: ... e'""o,__ ___ _ Bldg. Permit No. _t\,.,,8'----'0C..C.4,-'-l\'2."------ . \.. Reviewed by _______________ Date Reviewed _________ _ Time Departed~ q: 00 Travel Time -~o~------ Type of Observations D Masonry x D Welding 0 Bolting D Batch plant 0 Reinforcement Steel D Pre-Post Tensioned Tendon o· Foundations -.:::~ 0 ":Fireproofing 0 Metal Decking ~ -@ D· Concrete 0 Soil ~ Other Documents Referenced ----------------------------------- ,l,)QTEI:>·' i Auo oem of ~- C I..EAt,;,1.-1r,.\E$S \\ s . l?G;lll\}l;;f,TG]:, l'Qt-))J2ALTQ!i' !?,Ru$\-\ A.t,)0 l';',LoW 1-\0l.€.S M,Ati-l, ( 1) ABO\lE DoOR ON -:,I/_,, v 2 a Report item_s comply D Report items incomplete D Report items comply with exceptions Acknowled.gedty ~ C. ~-7?. '11/1 "1M,'1J X "'-Kleinfelder Repre;{.,iative Signature Representing _..,......,,...,U~__._-~----------+------ Ro ~£ R l'tlO RR I~ :0::.. Page --of --Kleinfelder Representative.Print Name F·1 (9/93) ~u•-~~--~~ iu:09A Isis Pharmaceuticals 760 603 0265 SPECIAL INSPECTJON PROGRAM A0DRESSORLEGALDESCRIPnON: 2286 &~,y ~ ·~-.i. UMBER: (Ef9()6'(1c OWNER'S NAME: y5(J P.01 I, as t e owner, agent of the owner (contractors may .o2! employ the special inspector). certify . r the architect/engineer of record, will be responsible for employing _the special inspector(s) as required by Uniform Building Code (USC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signad ~~ V\.-\.. ~iz<.!M, v:·ct ~!CL~%:':{" t~~a-2~u.-&. l, as the engineer/architect of record. certify that I have prepared the following speciaf inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Signe 1. Lis wo k requi ng special inspection: ,5 Soils Compliance Prior to Foundation Inspection D Structural Concrete Over 2500 PSI O Prestressed Concrete 0 Structural Masonry 0 Designer Specified E~ .. .,.olkctjloC::"t S.&J 4 SIGl'\&t"'•...,• 0 Field Welding 0 High Strength Bolting IT Expansion/Epoxy Anchors !fr" Sprayed-On Fireproofing 0 Other _____ _ 2. Name(s) of indivldual(s) or firm(s) responsible for the special inspections listed above: A. K~tJfez per? .. 8- c. 3. Duties of the special Inspectors for the work listed above: A. S;>tt-"=> l~pec,nc.,J ~ tJ~~~.5 Atto ~. a. ~ ~- C. Special inspector$ shall cheek Jn with the City and present their credanli-als for spproYlll prior to beginning work on t.'"le job site0.9 SIP 4_ 7 EsGil Corporation 'l:n. Partnersfiip witfi (jovemment for 'Buifaing Safety DATE: 7/15/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-692 PROJECT ADDRESS: 2280 Faraday SET: III PROJECT NAME: Isis Pharmaceuticals T.I. and Addition O~NT !21JURIY ~l:JXN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. cg:j The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by bu.ilding department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed checl< 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: cg:j 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 cg:j REMARKS: 1. Provide special inspection program to the building official prior to issuance the building permit.f~~ity to verify that the existing bathrooms serving the remodel area comply with all current .... ,'&pccess requirements. By: David Yao Enclosures: Esgil Corporation D GA D CM D EJ D PC 7 /8 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil .Corporation '1.n. Partnersliip witli (jovemmen.t for 'BuiUin.g Safety DATE: 6/25/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-692 PROJECT ADDRESS: 2280 Faraday SET: II PROJECT NAME: Isis Pharmaceuticals T.I. and Addition D APPLICANT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The 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. [;g] The applicant's copy of the check list has been fax to: Sean Tracy .677-9886 cg) Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: · Date-contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA DCM !XI EJ D PC 6/15 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-692 II 6/25/98 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2280 Faraday DATE PLAN RECEIVED BY ESGIL CORPORATION: 6/15 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 98-692 SET: II DATE RECHECK COMPLETED: 6/25/98. This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenua~ion and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering. Department or other departments. The following items listed need clarification, modification or change. All items must be_ satisfied before the plans will be iri conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 8. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the pla11s that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are iocated on the plans. Have changes been made not resulting from this list? DYes DNo Carlsbad 98-692 II 6/25/98 10. Detail 4/S-3 shows the· steel angle connects to the existing concrete wall by the epoxy anchors per NER #1372. IT may need special inspection. The special inspection schedule on sheet S-1 did not show it. Please clarify. 11. Provide special inspection program to the building official prior to issuance the building permit. 13. The roof framing plan still shows new 4x member to support the new equipment between grid line E and F.(4x10?) 18. City to verify that the existing bathrooms serving the remodel area comply with all the current disable access requirements. If you have any questions regarding these items, please contact David Yao of Esgil Corporation at (619) 560-1468. Thank you. · PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen New: The plumbing plans do not include the gas supply to the boiler added to the mechanical and electrical plans. Show the source of the gas to the boiler and provide gas line calculations, including existing loads, if applicable. 1. Provide an up-dated hazardous material technical opinion and report for this building. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. A) Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). The reports provided reference different "control areas" (zones), however, there is no "key" prQvided with the plans or the reports delineating the parameters of each "zone". Please provide. ·-----:·:-: : .. ! : . -=: ... : ,-• :~:_1 .. J. -~ -:--. : . i 1 I 1 i----- . PRIME . ,-~ lio -S]RUCWP' _ _L~ E,-JGINEE:I--:..i _ ~,., __ ," .. . . ' ! - ., I i i : . ' -1 -..•. .J .. : I ' ! ' ; ,. --": ... ; . : . .-···-· L i ___ ! ____ i ·-· ·-: _____ J ---; ·-·-t .. __ ,! _____ (,. . ! . i ' : -··' ----~---· __ ..., ___ :----,.-;------,-·---:----·-: __ ------. -... : ----·-····---------- ___ ;__ ___ : ·-· '··-·-···.----·- -7. ·' ·---.. -. . : '~ . ·, \ . -t· .. -. ···-----·.· " -•· -' •• • • "' • • ' ' : ; I•• • •• ••-••• . ·----1 ··1; : i . ,,, · •. ~ i-. -.. · ·:. s1 sw-W12 : ~)~fAttJt -. L. · g,~ /WM #11?;----· N1iJ ~-Tp -~TN:--/j17:l ---- ··---------·--"').~_---j(i/t''~--A-s·:~~--3Hj~i~{. IN ptf)}/L 1/s~·/ • i • ! . ! • • : ' I --__ : ____ ._L_i _____ : ___ ... ___ _: •• : : : ; i ----: ···---·•-·!••••-••,•••""·•,---· -\ ~ ; l --·---•••••• ~: I f I • ! J l ; -i--:-! ; 1-i : ';': ;,· ; i----'. :-;_t;r_·--·~_c-i_· .. L.1·-.1_· -::--:_:-:,: -; . · --l_J _ _,. _______ ..._;'-------,----' J+ri ; l-~-~! i _; JJ_U J _J_--'---lc--: : : ; l-l ti : : • ---_-___ / __ _ 1-L '"f : l . i : i 1 : l .• i J ·. ! I . ~i ""!--~ -:---.:---/--! 7 C; ' j---ii~.----i-- I : ! . ·-----··-- i f I I i 1 i ! 1 ! ---,.. !------I i i i I ; ! . I ! l ----------· ·------- i ! I l ---. ·--·-·-·' _,___1 i t ! --_:. _____ L ___ .,.i_ --+--i---+-,--+--...:.1~-<S:S:s::!i-':S::~ ... ' f ! l ;·1 .. ! i I 1 I ! i ! i i l I l ; ! i -! ' ! : I ; t --1·,-· : I /·. i -:·--· ' ; i l ! 1 ! i _ __:.. __ i I i l i : i .•. j • I 1. ! l I -;----.---,---'--..__..,__.,___; !-- • I i f ' f" -:---.--'--j-- i . ---.... --· . I : : ! ; ' ; .. ; ' ' ;,. I - ' --····-·-:----..: ..... ··--· ---·- ----,-·· -.-··--.-·---.----: -·-.--··· --·-··,··· ------·-· .. ----- .! . : . --·:·-···--~----·----·-! ----: .. ---'-;-----·1-· ----.. ' ..... t -----,-·-· ·------·---.--.. ·---. -· -------_.:.__.:__ _______ _;_ .• --=-_; ___ --- _/:::-._--,-----.!..' .:.·--i .. i--· . -. ' ---; ""-:·--· . -------- ·. ".;, ' ' I . . ; -__ • ____ J_ -----'---·---·------1--------'---'---· ;---'·--'-------,'---'---------'----- ........ . .. ~ .. .. ·-·-·------_· -----!--·-·-· ____ _. ____ .: --.!-----·-: _______ ; ---_: _____ ~ __ : __ -·---··· :_ --. .. -------. ·-·-·--·--·------·-· ----·-....... -. ,.._ -. ---· . -· -· . . ' , .. ---.. -·--·-····· ' ' ------··-·· -------·-·-----·----· :1-.. -----·--···--·-.· --- ,, ... ~~ ,( 1 }'' 05/26/98 TUE 12:52 F.-\.\ 760 603 2600 ISIS PH.-\R)l. DEV. I 1 f r.-Jr.:-. cp ~ 'a" I t"::\, l .,._' .. "-'"'-' ( ·, <::,,\ r~~i 'D :,:·, ·z ,-!:· I\ -o II 1· m_, i~~-·, J> J ;:;--. j \ ' -lilo I ' I ' ... / Vi I i \\\ ll~ I ~ ~, . -;--~-I ;_a,, -.,....._ g I ·; ~ ' ·t, , I I _(?2 1~~,~ e .. ,··· II! i ~ 111 ~ j f t i:"• ~ ~ • + (<::> ~ r ,) Vo\(;\ ~ <: g __ .. ·w~, \I, ~ . ·! = ee I =~ r I ':~ '-' ~ !ll' D II jt ! i~ ,g! I I h ijil ii ., 11§ I It 9 I fa I;:""~ I PHiRM:C~&ncALs -~...... ~ !2 E!l c::::> _._,. ___ _ 't N' ~ ~\,1.- o:1 ~I . /)..> .. · '\' / 1; ' l, ( N· o1~ il_lz ! t t r'1} 0 ' · f n/qt : . J ..... ! I / . ',, _1 ' ,v•-,r 6;"' ~---c_',c.• 0 'f 11 ,. 14)004 :---G -G 'ia11NTER·ARCH, ~ ·:· L:, :J SP Aa: l't..WI-IINC • l?ll'ERlOR ~c;N . . .. EsGil Corporation 'l.n Partnersfiip Witfi (jovemme.nt for 'lJuiUing Safetg DATE: 3/19/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-692 PROJECT ADDRESS: 2280 Faraday SET:I PROJECT NAME: Isis Pharmaceuticals T .I. and Addition D APPLICANT cf:JJORTS~ ~EVI EWER 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 plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Sean Tracy 8810 Rehco Rd Suite F San Diego CA 92121 i:gJ 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 C8J GA 0 CM IZI EJ D PC 3/9 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-692 3/19/98 PLAN CHECK NO.: 98-692 OCCUPANCY: B PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS JURISDICTION: Carlsbad USE: lab TYPE OF CONSTRUCTION: 111-N ALLOWABLE FLOOR AREA: 48000 ACTUAL AREA: 27554(total include 377) STORIES: 1 SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 3/19/98 FOREWORD (PLEASE READ): HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/9 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1994 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw.dot . ' Carlsbad 98-692 3/19/98 1. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 3-D and 3-E possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307 .1.6. 2. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 3. Exit doors from Group A, E, H-I, H-2, H-3 and I occupancies shall not be provided with a latch or lock unless it is panic hardware. Chapter 1 0.(if applicable) 4. All doors and gates, within the exit path from Group A, E, H-I, H-2, H-3 and I occupancies to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Chapter 10.(if applicable) 5. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 10. Sections 1004.3 and 1004.6. See Sec. 1004.12.(if applicable) • ROOFS 6. A Class C roof covering is required. Specify the roof material on the plan.Table 15-A. 7. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 1506.1. 8. Show roof drains and overflows. Size drains per Appendix D of UPC. Section 1506. • FOUNDATION 9. What is the new footing width and depth along grid line G and 5 ? The detail 2/S-3 shows see plan. The plan did not show it. Please clarify. Section 1806.2. • FRAMING 10. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Carlsbad 98-692 3/19/98 • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS EXPANSION/EPOXY ANCHORS (ICBO 1372 may required special inspection. Please check) OTHER 11. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 12. The new support beam's depths (51/4x111/4 parallam) for the air handler are not shown on the roof framing plan. 13. The new support beam's depths (4x10) for the new units between E and F are not shown on the roof framing plan. • CITY OF CARLSBAD SUPPLEMENT 14. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). 15. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) 16. All roof-mounted equipment shall be concealed from view. Provide structural detailing for the screening. • MISCELLANEOUS 17. Note 20 on general note on sheet T-2 shall be revised. 18. City to verify that the existing bathrooms serving the remodel area comply with all the current disable access requirements. 19. 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. 20. Please make all corrections on the original tracings, as requested in the correction list. Carlsbad 98-692 3/19/98 * Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all-corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Please refer to the following corrections for mechanical, plumbing, energy and electrical items. + ELECTRICAL PLAN REVIEW + 1993 NEC + PLAN REVIEWER: Eric Jensen 1. Specify the AIC rating for the new feeder breaker to be installed in "DB" on the single line diagram. 2. If organic peroxides are used in the M-3 laboratory area, stand-by power may be required for certain equipment. Show compliance by noting the equipment and power source on the floorplans, if applicable. If not applicable, please state so on the plans. UBC 307.2.6 Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 1. Provide an up-dated hazardous material technical opinion and report for this building. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. Carlsbad 98-692 3/19/98 a) Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). b) Clearly show the amounts of each type of hazardous material to be stored and in use. • PLUMBING (1994 UNIFORM PLUMBING CODE) 2. Show the location of the Condensate Drain Receptor detailed on sheet P-4. "No indirect waste receptor shall be installed in any toilet room, clos(at, cupboard, or storeroom, nor in any other portion of a building not in general use by the occupants thereof." UPC, Section 804. • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 3. Detail disposal sites of main condensate drainage from air conditioning units as per UMC Section 31 0 4. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Clearly show the type of material to be exhausted by each exhaust system. b) Clearly show the duct materials are suitable for the intended use. UMC Section 609.1 c) Detail the required make-up air as per UMC, Section 505.6. d) Detail the exhaust outlet clearances as per UMC, Section 609.10. e) Clearly show the exhaust duct material and gage used for each duct size. See UMC,· Table 5-B. f) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC, Section 505.1. g) Detail minimum duct conveying velocities as per UMC, Section 505.4 and Table 5-A. h) Detail duct cleanouts as per UMC, Section 609.4. i) Detail required explosion venting of dust collections systems as per UMC, Section 609.5 j) Detail duct support as per UMC, Section 609.6. k) Detail fire protection as per UMC, Section 609.7. I) Detail clearances from combustibles as per UMC, Section 609.8. m) Detail protection from physical damage as per UMC, Section 609.9. Carlsbad 98-692 3/19/98 • ENERGY CONSERVATION 5. Clearly show the existing heating and cooling equipment removed, serving the 1,840 square foot area served by the new Air Handler Unit# AH-7, as per the energy design. (The new energy design does not show new heating or cooling loads.) Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. . .. Carlsbad 98-692 3/19/98 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-692 PREPARED BY: David Yao DATE: 3/ 19/98 BUILDING ADDRESS: 2280 Faraday BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: 111-N BUILDING PORTION BUILDING AREA VALUATION VALUE (ft. 2) MULTIPLIER ($) T.l.(new) 377 remodel Air Conditioning Fire Sprinklers 42251 TOTAL VALUE (per city) l8] 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 369 l8] 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 239.85 Type of Review: l8] Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review _Fee: $ 191.88 Comments: Sheet 1 of 1 macvalue.doc 5196 ,.:-' PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB <t&-69Z.. RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) OTHER /IJf)I.L,1. 7ML z;z;: DATE S-za-?f3 TENANT IMPROVEMENT PLAZA CAMINO REAL. VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER_!!_(...,.,.~,._ __________ DATE 2-av .. pl? / ENGINEER /12172~ DATE 1-/2 lfL ~ ~ A WLO<f-~ ~ :J' Sr! ) if --r ~_,,,, .,r_._.,-,.~· ~~ :-'r C :\ WP51 \FILES\BLDG.FRM Rev 11 /15/90 ---------------------------------------. ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET ~ Estimate based on unconfirmed information from applicant. /' Calculation based on building plancheck plan submittal. Address: /AcA~O 4~ Bldg. Permit No.C,/3 C/[<CJ(o q 5l- Prepared by: (Y)AV'f'---Date: 4/7 /Zj f Checked by: ____ Date: ____ _ EDU CALCULATION~: List types and square footages for all ~ses .• , _s;OC)O '" U/ O Types of Use:~-~-Ft./Units:.3.-:/J'JZ. ,,. EOU's: --""'-=_0 __ ADT CALCULATIONS: List types and square footag: ~r all_ us~a::>d) Types of Use:~hA. Sq •. Ft./Units:~: n · ~DT's: d-':=:'. FEES REQUIRED: WITHIN CFO: DYES (no bridge & thoroughfare fee, reduced Traffic Impact Fee) ONO /~N-UEU FEE PARK AREA: ___ _ ~FEE/UNIT: X NO. UNITS: IQ~ TRAFFIC IMPACT FEE /,..-ADT's/UNITS: ~ X FEE/ADT: 3 ~ t("3_ BRIDGE AND THOROUGHFARE FEE / ADT's/UNITS: c7>: X FEE/ADT: d\, d-- M 4. FACILITIES MANAGEMENT FEE ZONE: ___5 =$ C) =$-J...G,-&~[_ =$._44-~ / -...\::INfi/SQ.FT.: 3 17 X FEE/SO.FT./UNIT: 'fl 4D /JZf 5. SEWER FEE PERMIT No ... '5 £ q i()CJS{p EDU's: -. f'J(Jg X FEE/EDU: / 2id4-=$-4-l-.1..'4_.0;____ BENEFIT AREA: E DRAINAGE BASIN: . 5 0 EDU's: tp Q <i X FEE/EDU: ?j'Cf V2 =$_...,,_2ft...,;;:c)=--_ ~INAGE FEES PLDA.____ HIGH ___ /LOW __ _ r..,,.._.· un,. ACRES: · X FEE/AC: = $ ~ ~WERLATERALl$2,500) =$ :::ez=: TOTAL OF ABOVE FEES*: $_4=_,__&_CJ __ _ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:\DOCS\MISIOORMS\i:I;&; Clll t'!III 4TlnN wn1:11cc::ui::c,, .. ·;;,- City of Carlsbad 98089 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Thursday, March 19, 1998 Reviewed by: H.,b" f\3,-Ajlc Contact Name Sean Tracy Address 881 o Rehco Rd Ste F City, State San Diego CA 92121 Bldg. Dept. No. CB980692 Planning No. Job Name ISIS Pharmaceuticals Job Address 2280 Faraday ----~------~------Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st ---2nd -~-3rd~·-- Other Agency ID CFD Job# __ 98_0_8_9 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 .. ... City of Carlsbad 98089 Fire Department • Bureau of Prevention General Comments: Date of Report: Thursday, March 19, 1998 Contact Name Sean Tracy Address 881 o Rehco Rd Ste F City, State San Diego CA 921.21 Bldg. Dept. No. CB980692 Planning No. _____ _ Job Name ISIS Pharmaceuticals Job Address 2280 Faraday -----------------Ste. or Bldg. No. ____ _ Sprinkler changes require licensed contractor. 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 V City of Carlsbad 98089 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Friday, July 17, 1998 Reviewed by: __ f-vl __ A_J __ _ Contact Name Sean Tracy Address 8810 Rehco Rd Ste F City, St&te San Diego CA 92121 Bldg. Dept. No. c B98069 2 Planning No. Job Name ISIS Pharmaceuticals Job Address 2280 Faraday ----~--------------Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st_~_ 2nd. __ _ 3rd. __ _ Other Agency ID CFO Job# __ 98--...:0;....c.8...c...9 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 City of Carlsbad 98089 Fire Department • Bureau of Prevention General Comments: Date of Report: Friday, July 17, 1998 Contact Name . Sean Tracy Address 881 o Rehco Rd Ste F City, State San Diego CA 92121 Bldg. Dept. No. CB980692 Planning No. _____ _ Job Name ISIS Pharmaceuticals Job Address 2280 Faraday -----------------Ste. or Bldg. No. ____ _ Technical report approved. 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 ~ . _,, PACIFIC CORNERSTONE II ARCHITECTS, INC. II II II II II 8 June 998 • • • II • • II II • ISIS PREP JAB PIAN CHECK CORRECTIONS RESPONSE CORRECTION 1. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 3-D and 3-E possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 307 .1.6. 2. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): A) Doors and enclosures for ho't tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 3. Exit doors from Group A, E, H-1, H-2, H-3 and I occupancies shall not be provided with a latch or lock unless it is panic hardware. Chapter 10 (if applicable). Refer to Technical Report by Eriksen-Rattan. See scope of work, sheet T-1. See sections A, B, C, D & E. This project has no hot tub, whirl pools, saunas, steam room, bathtubs or showers. Exit door has been changed to panic hardware. See Note #3 Door Notes. Occupancy is 'B' however we added panic hardware for convenience only. ~:: ~ ~ r:: [ ~~ r.-~. ;,.. fl~ ~, 8810 REHCO ROAD. SUITE C • SAN DIEGO, CALIFORNIA 92121 II &-\ (619) 677-9880 FAX (619) 677-988Ct3 q <i?O G 9 ~j~ .~ RESPONSE 4. All doors and gates, within the exit path from Group A, E, H-1, H-2, H-3 and I occupancies to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Chapter 10 (if applicable). 5. When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 10. Sections 1004.6. See Sec. 1004.12. (If applicable). 6. A class C roof covering is required. Specify 7. Specify minimum 1 /4 inch per foot roof slope for drainage or design to support accumulated water Section 1506.1 8. Show roof drains and overflows. Size drains per Appendix D of UPC. Section 1506. 9. What is the new footing width and depth along grid line G and 5? The detail 2/s-3 shows see plan. The plan did not show it. Please clarify. Section 1806.2 10. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. In addition to the regular inspections, the following checked items will also require special inspection in accordance with Sec. 1701 of the Uniform Building Code. • Expansion/epoxy anchors (ICBO 1372 may require special inspection. Please check. • Other CORRECTION Page 2 See Note #3 Door Notes. See Note # 1 7 Sheet T-1 Refer to Roof material Spec Sheet A-4. See lower left corner. Refer to Roof Plan A-4. See lower left corner of sheet. Refer to mechanical/plumbing plan check comments Refer to structural plan check comments Refer to structural plan check comments RESPONSE 11. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review section 106.3.5. Please complete the attached form. 12 The new support beam's depths (51/4 x 111 /4 parallam) for the air handler are not shown on the roof framing plan. 13. The new support beam's depth (4x10) for the new units between E and F are not shown on the roof framing plan. 14. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6) 15. No wiring is permitted on the roof a building and wiring on the exterior of a building requires approval by the Building Official (City Policy). 16. All roof mounted equipment shall be concealed from view. Provide structural detailing for the screening. 17. Note 20 on general note on sheet T-2 shall be revised. If you have any questions please feel free to call me. Sincerely, PACIFIC CORNERSTONE ARCHITECTS, INC. Greg Williams Project Manager FILE:/515/PIAN.CK. CORR GW/ka CORRECTION Page 3 Refer to structural plan check comments Refer to structural plan check comments Refer to structural plan check comments Roof mounted equipment will not be higher than existing equipment and shall be screened by parapet. Refer to electrical plan check Refer to response # 14 above. Note 20 has been removed from sheet T-2. .. J~p-08-98 13:49 P.03 A PRIME .a: STRUCTURAL ewe: ENGINEERS SHI' : _ _, ;:,~ ~1) ~ fxitJOA1fo~ fl~ r'-G" ~ote~. ~f G-rl I Io) ~ftb 11/s-/ ~ t\l-v,J ,(~ P-cof f-rt-Arll~llf (V~. ~1/Jt x /1 1lq., fsL-{:Jri""h) J f €-i-A i l ~) ~ fLwf' f-(l,Arlt~ ~ h-ro µolft) 5 lJ7r& 1 71W U l q Af._f::: P.r>I r r; u_ _ __: 1· A l r u l A· 17 v ,-,rs -rv /vii,'-.. J (= .~:___ KL U>C J-n l-N {;( UN lJ S- . ': t,:" ,/l/L ~- 6~10-1998 3:07PM 10151 Pacific Mesc1 6Ivd Suite 109 San Di(lgo. CA 92121 Phone 619·597•2010 !=ax 619.597·~042 RHrJif, t ,·,it(:(! I, l,.,r.:trn;;,,J l.nninc.•1,•r~ FROM Sean TrBcy Pacific Cornerstone Architects 8810 Rehco Road, #C San Diego, _CA 92121 · /SIS Pharmaceutical$ 2280 Prop Lab Dear Sean, Michael all ENGINEERING June 10, 1998 In regard to ·the EsGil comments dated March 19, 1998, I h ve the following comments: Arohiteetural 15. All roof mounted conduit and equipment must be in tailed per the city requirements, contractor to confirm all final require ents with local inspectors prior to install~tion. Ele£lricaJ 1. Please see the revised electrical singleline diagram s eet E-6, 1 for the rating of the new circuit breaker to be 22kAIC to match th existing. 2. Please see the attached ha1:ardous materials report r the uses in the laboratory areas, Sincerely, Michael Wall Engineering, lne. P.2 f: 'I ti I !' 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I .. 1 tfc. ·-1-1:9 V~t 1.1 ~ .1 · l I. t{Z Jc. 11;_ 1;!::/~ vk;;;_ .-,r-1 Ju,n-08-98 13:50 ·.;,:~!! :. ~l\l~!:-: •• :: I ji:;; ~, B:!..;,-l _; ~ ,~a i. :,t -1:.:;, ::. s·: ~l,;. f: !' t (/i ft ,., ,,r· i, ~ ;. • :,:\,• I ~ ;: I:)(: ~t t ~ .... ·:·. -: . :,L,: i. ! -~ ~ ----: '.,··,( ,·i . .-,:., :·, '~-:· O i·:, .. :'~ -~ --M:· ! : • • BE~~1 , f~"# "'~~~ ... ,,, ' ~ ··, .. ' j I • ~ l! ~ JPY ......_,_ P.07 JOB· ~A ~~TURAL CATE; < /lL-~ ENGINEERS SHT : ' ~- Ju,n-08-98 13:51 ___ .· .. ..:··--.J_ ·-····----· .: .. ____ t. ... 2_ ...... ,. ,; , ~J·.r • '· :·,t. • ••• •.•l, -~iJ?.~ ---------""t"'f_r_: ___ I~~I~ ,.: JP. ;, (: :.j, ~;r,.:; -=.:··c::;1-"t:c:G ____ -::f.~, (~n: . f ~-: ~39~/Fl ., . '"·· ... : '-·f.' ?,_~P.~SSJ::-. _i_c,_;_,_· ________ _ .. i ·:.:. :.Jr : r .. ,.,1 ., .. , I.!•, .,. •l.-~:.::.-:.'l:. ... _._ L .-, 'ii! ,• J I• P.08 A PRIME JOF! :~ SffiUCTURAL DATE: ENGINEERS SHr : Ju.r.i-08-98 13: 51 P.09 (~-~rt:: ~)(!<;f &1liP ~tilc.y.) @. A·l-1 UfJ11 ate~(~. L.(f, .. 11:; ® ~nutuJ @1-(0 --t:Yrtr 0'//;, 'I 21 ilto'!f" ~t.,,'' Pv , ,ft-~ . f .. 1,A =--0 'j t/yJt/ ,.. d}(IO!p fi p~ i . fa, fit f'~ :. L-l~ 12-f>;, f r/ .[ t,;' t .. 5.!.J~ 1.~l ..... ~:~ ... ,t.-~.·. i r,,' f ?;IP'.,,•• -----1 I,\),.. i01xf X 13120 Y2 I ~ 2,lP. ip1t- l l.f{.{ • 'Po, :; I 2ff-t x il >f ~ 1 ~ ( ~h1 J,.-141?4 -r z-z/u) ,,. 4, ~~t--- f? t (' I I' I I ,. l. -, 1I. I 1--~ I :;.• \ ?-'y":-1' VO Y '2 I. 'I<'. ) :-~.v ~ t,-. Pr?/-i.14~ · Pvi-;'./ O.?;~¥ 1 1i(v, ~ o.tctt f. 171.):?;, :;. 12,,~,P.-ycg' -"}"'' I ~ 1-.'?// p~~ :. ,. ,. ,, ... 7 '1,,.: ~ . .11J4. ~ \/1)<:/ Y & r x?q, ,;. I .f~~ f ..., fl ' 4 f Pl.ti ;: \ 2r,; t· Y Iv .:: '2 .. f. 1?,.;):';-.~ Pv0" ,;;, \2-ys-f r ~ t zu 1 ~ 1-,~ fl~ ~ !'Z-p~f ,c 0, ':/, ~~ r ~ l.vJS K fl7&7 ~ Z.77~ . t -~ vi» :-12,f,fx V f Zl/· ;. t, 0 8'JL .. Sar iMP ru nltr @lLb 6 1/e.,''y. 2,/ -0 ~ Ju.n-08-98 13:51 j ¾ I ............ _,.·--~·····f w~· ~6yr+ Y t:3.110· i 2d -= 2c,.c1vf-F 14-L-l fo\ ,., 1iP5'.·f v ·( Y j.~ y_ (c'l/(I ii ~/l(l' u(1a) +-lffD?JM x b/itJ:; l¥02~ PL-1 ~ 1Zf$f y [. v 2 {f) .:· ! · 1 ... t¼7·r:-- &i--~ \Zf.PY&'t v l. 0' .. 1J5"~ tl 1,. -II I' 11 ;. '2··,,c;j ~ Pt?;z;, ~ 1 Zf sF-X & ; l( !}.,~·' ::: \ <o 1 ~ Pl.11 · 1 zr-:-f ·')t ~ ~ rz ·t.t' ::-1 ~1 ~ Rof > ~-.itt·~ \ft.,t{ ~ 0 . l 1 /l-)< 1 l/ lAJ c-D. I~ k, 1}f , 0?;D7J 'J< i/7:7 Y l/ z, +-I ff~ IJ r: 7 /1/ )" 17/14 ~ i2if·f-- 'Pvb~ 'Z-.£5t PUP:: 12f$PY0.vi 1 u'~ 1.1~¥- Ptn :;. 'Z--*- PL 1 ~ lipsFY it 'I VI'~ 0.(f if<--. P .10 \ l ,1 ,. ,. r· ' ; ,, ' ,, ,, " ' ~ \ I ; (, ~) ~' ,, [ 1 f ) t-,, ! ~µn-08-98 13:52 S?AI/ ~ENG TH = %, (1(; ft LEFT CMIT = F,,Ot) ft iIGHT CAHT = O.CO f~ t:IJ!f'OP.M LOAI1r: ( t ! ft ft va '.Jl ft) 1! X2 0,(l25 o,;·t(lO -t,.00 3b,[i(! PO!NT LOADS H: i ft) F'd Fl t1)3!: 4, (i1'~ ·6,(11) 2.3(!0 1, ~so Q,0(1 2. ;(•' .. ·,;· 8,1)1) l. 731) 1. 730 16. (f(} 1. 731) 1. 730 2(1,1)(; z. 3(i(l 2,30(1 28,:)0 2,740 0.13? J. s~, 2.740 0 • ~-, •• 1 .. , .. S,5·1 fEACiiONS !t) LO?.[; u::n ~:..!.:;"•!_ Dsad 16.316 '1,654 ~&X Live 9,299 3. 7(?f, Tc:;tat 25.616 0 -~, i v, ....... , llin ~ive (!, ()(1(1 -(1,ff-' Tc;tQl 16.316 3.9::: ~AY. l MlJh. roRCF."'--5 _________ _ ii . ,T1,U :: • , ~ j J .. ,. J.:. k @ f,,(!f)t fr vd max : 9.83 k @ 0.(10+1'. 11 fll,,Y. = n.61 ;· ,i. . ,, @ 2{), co ft H ;llin :: ··48,8~ kft @ 0, i)~I 1t M : (I t!r: @ ')"", ft o# I ,~,. DErLF.C:llNS <El = bn·~:,i LOAD Def! { 1 !1 ! ~ ·····\ 1., •. 1i:1t:'1 f{:93:~027/EI 1,;: f ~ ·\,·,, ..... -95i'7874/El : ,•. L.,·., Li'IP. B9%4i7/fi lP.,Z5 ~4:357!0/E[ L.C. Cead J !938n:iE! 1ni ds:1.,n -5i)42162/£I :... c, '-- Mai.'i Si',,, Carr:. tic,~ltl) TQTAL DE fl ~I t! -I 190 87221)'35 m::£59 L ! 24(i 11~2·;460 1023~4S i. . 3f,•_; 17444:~() 2f;Z531 ::r Ll~lE Defi Ei t: L ' ~40 4':/98(14:i 83:btil L l 36(1 7 4'370&4 1 l~34'~ 1 L I 4R(: ~9%0% tf,7m: P.11 A PR/ME Jl:"1: srnucn.r.~.'\L o:·:: ENGlNEE;,3 s:-rr : j l ' i ' ! \ f f ! l 1 t !" I r, l ! 1 I ! t ' t· ( t r ' I I Ju·n-08-98 13: 52 SPA~ LENGTM = 36,nO ft LEF? CANT= 6,00 ft ~!~HT CANT= 0,00 fr __ ·-~j,__,..;•,._,· : _________ }.:.:· 1 __ ....:.:.x-::..· _ DDINT LQ~~S \LI !t: ?c Pl l 4.£1(; 4,370 -&.00 J,5?0 1,7~0 o.co 1,500 O.E20 8,QO l,f70 l.87~ !6.00 1 C 1f• • ,u,,., :3' ;6(1 l .87() "i I ::C{; i;, 12( 2!),00 23, (1::~ 2. (:(· :0.(10 J , lj!}(I (1, (!(ii! ·4, Q(I F:~~1:: i: ON$ ( % \ LOb.f) __________ _JJ.FT _ VifaW _ ~~ad Ma; t iv" Min Livi' Tot~l !':, 613 2'~. 545 {:' ()(l(l 1 g, f,:·; 7,05? 3. ~~12 !l.045 MAX I MUM FCF:Ct5 ___ ···-·-···-----·- V m-~; = 1~ .. ~St r] G.OV+ft ~ maj = 106.07 k~t @ 2~100 f~ ~ ;in = -~S,48 ~ft @ ~,0~ ft M: 0 kft @ 5.93 ft Li VD 96219C2J~i ~.;83! 7:34:E! )e~d l ~097nJ::JEi -5b64252i!-.::. r1ai ri Sp?in 18.38 . , .. . :.., ... . i ,• • .,.,, .. , __ T:JTAL De:i: E~i ___ --"-: . .,_: _ / 18{; SRR5?5: ... I 2a0 13!~0~81 ~ I 3bC 197707:1 L 1 3,:.0 · a~: 1 ·3~s5 ;. l ~ BC 1 f!S~i 1 l? p .. , '3S-7(i Ju·n-08-98 13: 53 L~ft Cant Lu= E.00 fl 8&a,~ Bn,: 2d @ E,1Jo:J,;ii: s PJs. ~iment i.a = S,00 ft B•ace Spacing = E.0G f; Gi:,v. D2f}?:~i1:in: ?iair, Snar. 1t:t.al: t/JSU ~ecu1rec E! = 98853&1 ~,nA2 ~hfar (:: 'd' 1 ~v = li,2f. :: @ :·,;:i(, ~, Nij, Shear trv = 141 fv = :2? 91 ! ~aii, 3pc.r Ft' = :773 ft: : :5B! ·~;: :! L~ft Car1t Fb' = ·.r'73 :t : 142S ~1 i: L!v2 LDf = ~.151 ~~: z.~6 l L~, [! = ~.53 ~ G~~?r~e~ ~1 D!ld ~DF = 0.jC TIErLEC1iCiN~i (i··,} '.E -:.180(: i:si) P.13 Ju_r.i-08-98 13: 54 vJ, f -I =--~ I 1./-011 ~ {t/~~ i' l i<-11-171! wv, ~ lloof11.·f~v Vv-0 t-etip~fy -i1::: \1A=?.~+' v0oi--;. &,(½.f 'f V, · 12-.plf W~i.-· wpsf < i ,p tf-Dy 1-F- R?i-=-IZps-w <t:>1 x 20' +-0.00 ~ I);, lo ~ \7u ~ \~ i'y?,(/ + (},?;i,l!Z/;.o ;, ~10·~ P.14 A PRIME JOB: STRUCTURAL OArE: ............. -, ENGINEERS SHT : -J.U- t;E:1 CDMP. ulA:fPr,;tr U.S& ~ I /J/ \?011 ~ iJ.bO~ °171.,?r 0.'>;1~~/ X 17/ JO .:-D,vJ~ <\7v1 ,:· \-1.-, :; l2 psf,c,&\-Z ~ x li. -?Jo -Pol-\ 1-lZp~hg' 'f 7..1./ -== 'h qf& PL4' 12V:-~ v?tp1 ;;. 1--~ Fb~ ~ l'-Zf ~f-~ l/ Y: 7 {/ ~ 1 • ~1 ~ Pt,,~ ,. \'2 \X-f·· Y (/ v l (/ ~-I. i·1 ~ + !2p;t-tg >c1,o 'x J,!2. u -t-\7~-f >< S'xt411 ~ -1-6 t IZy~-r xG1 x 14-1 >' 11g ==-4.4--1V: Jun-08-98 13:54 '?DZ-~ I.Oij·~-\-\2psh8' r24 1 ~. 1;,o~ Pvz... D .\Id ":-1?/io >< !Zp(J' \--4-"< 7 t../ ~ /, ~ ·-pr,;. ~ 1..00' [)vJ~ -0.tlftt· l?/10 ~ O,l0~- Pr4 ; 12fStv·S' ,( l4' 4 O.L(O ~-1.10f' \?U-\ ; /I /I t,l( t· [.. ID :: 1,.40 ~ "{/pr; ~-t l?VO ./f" PD~~ 1~p$-h(~/y24 1 :; 1-1~~ (?t,{p ~ 12 rsfv&/ ',l' ?ll 1 ~ ,. ,Q ~ t'o1 ;, \2fsh-i '~ 1<3' ~ 1 .. 1JJ~ vL-1? ,, ,, '' ,, 1-1;;;,~ P{ft, ~ l·?~.fx ~ 'Y 14-1 :. I .1,14 ~ PLi., -,r., 11 '' ;, l'";tr/v P.15 A PRIME x,s: G\~10 STRUCTURAL CATE: 2iTIE[ ENGINEERS SHT : _j2z_ .. Jun-08-98 13:55 -;3B BM-} SPAil i.F.rWiH :: Z4, !)O 1t (5i111o!e Span~ ~NlfDR" LOADS f~;lt ~ ft) IJ,i ,.,~ X t (I. t2:: (!, ')\)(j ~}.~}~~, (i,;)40 (; 1 •1C 11 , • .-,.. •)t ii J \11 ,I\•• l<'~ACT;CIIS (k I LOA[i Li '/le 'f,:,tal o. [it,; 6. (}() j(l,(i!) 1£,(10 i..EFT (i, t50 1,:cc l, t)5 k :·,·· ,.;. },. '.(, ~ .. ~ \, \.• RIGHT (l, 22(~ (l, (JI) ft (l,{}l) ft V milX : 1/d max = H ma, :: 6.E& kit@ i?.DC ft 5.38 kft i 12.00 't tli:•tif Uva ttc-;n ~3530ilt: It 1"•1 J,,:-, t .-,. 'JC' l ~ I i,•-~ Gov, ~ef~e~JlO~ ~ rota! = :.11et R,ouir&d El= 422&Di ~l~h2 Des1qn p~r 193! MDS Dcuglas Fir-Lar,:h ,11 -... _. -0,93 l@ 0.94 ft \rV : ft' : % fv :: 3~ 4, \ •1 • h ;203 lb; 1092 L~Vi: L!!r'-;: !.i.5, (:f :: L :(! ~ 60Yer3~a by Deac LDF = 0.9C ;~E!LEi'.TlONS 1'.1n~ -E = 1E,i'i(! i:·si : __ _ Total = 1,c: = _ I ~83 Gq % 1.iVi ; 0.2! ~ t /1~58 18 \ 'vedd :.: f). 31 P.16 ,, [, /, ' 'A PRIME .,.., -~1f V '\ SffiUCTUl'?:'\L D,":: I .c~ ENG:N;;rns SHT : ! t I " ·1B-7(: t-== ..... T COP\' L~.J : -t .. .Juh-08-98 13:55 ,31.& i. fN[ £ SP~~ lZN~·~: 36,00 It LEFl S4Nl = S.GO t~ POIH! LOA~S lk & ftl h ...:•c.:• ___ _.:,:__ '1 r ~?(~ ; 1 Sf(i 3. ! !)(' ·2. 70(; :·. 51){) ~ .. ~!)(? ;,87!) 1.87(1 !,8/t: 1,8/C, 2. 51)(: ~-5(10 :·.5(1(1 2. :.0(1 ' ',.. .i .t .,,. 4.'t, ·' "' ... ,,., l, 00(> (I, OOG :.c::n) i:1,1.11/) 2.2.iu cueo 2, 14() (1. (iQ!) ,·F.AC:101l:-~ k .: LQAf' DP:t!l M,n . u,;e ' T ~1t etl Mir, : Live !d~l tW MU~ FORCE:. -~.00 :), (H) -4,00 8, (1~\ !£.. t)(J ::~. (.1(1 :~, (.() 14,00 3:.00 41). I):) LEf7 1~.355 ii.:3"11 1;,. 745 -o. 745 13. f,10 17. 4; :; f•01 t•""C 1 i., ~iGJ V max : !3,16 ~ ~ 3~.~0-ft ~ di\ = 88,!J lf: € 19,38 f~ M ~~n = -63.~7 ~i~ i Sf.OD it _LOAD iC-L¼, M: (: i'ft, @ !1.6~ ft M = ~ kft ~ ~5.~0 ft ~e f J ! , ~,_;,I) __ ~ _{_it~-} _ :SU,28'34/El -79~1iP.J:-~ /E: -••1:;21 ~5.! /'r ! 1 ! ?~~31 ?,j~:: 18,(ii : r -· ·-· R. ·:, !3,(lli -6005!44/Ei : .• C, H~,(H)514f-./EI R,(:. Dead 72627211EI nidsoa~ ~a! r. S~1an iD:A. D~'~ El ~; !BC 777S~OS '. ; 1~~~ 10:;.&827~ L / 3~0 15552~1~ L.:_:, t-.: I (:,1;,. (l (•0 l) 15f:0150 '2!(,f,%7 P. 17 %-7(: .. Juh-08-98 13:56 LIVE ~e·: I I "'•ti t_ j J.1'P ·~ I 350 El :~4·?132{') ! ?t1£f.4C,; 32iE.E,7 1391501 -, ---p-n-.,-:: ,!"'.-:----· .K'1: A 1,\,.-'IC:TU~/\L 0:,112: vr.. sm.uc ····~ . "~ E~GiNEER~ SMT • P.18 BEST COPY Jurt-08-98 13:56 Sl?!~v1s0b4!4BTBEAM CESIGN °RJGRA~s!pSvlsOb4!48T Lift Cant Lu= 8.00 !l ~iQht Can~ ~J =-B, 0~ ft BracD Spa~tng = B.00 ft Beam Braced@ Scoporti P,,s. ~,:,mer.~ t.1.1 =-8.% 11' 8rsc€ Spaci~g = E.0~ ft '.3TRsSSES (rn I :'.'.1e=':; i. 'ct' ~ 'J ~ 12, 11 t, ~ 34,25 ft f'v = f•; ; ilO: '/ . .,f ,. ~~ir1 Scan r~· ~ 281~ f~ :. 2809 1\~(I ~! L:ft C:ar,t re' = 28!'3 f:i = 1925 65 % Right tant fb 1 = 2819 ft=· 2009 7i l L1ve L&f : L 251 Le = -~.OS ;. L1~, Cf : (i. ·34 DEFL£1:rnms (in) '.E = 180{, r·; ·-···--· __ _ Tcia:: Mai~ Span= 2,62 = L / 165 Left Cant= -1.!i = L / 87:t Right Cant = -I.II = ~-, s:1~ Ltv~ Main S11ar. = 1.f.O = L f '.l70 · Left Can~ = -0.8.! = L /1842¼ Ri~ht ~in~= -o.a• = ~ /;8431 Dr.ad ~1 tisp~r. = ! . (r2 le f ~ !::.ir:t : -i), 27 ~1qht Cant = -0.~7 t l.oi: a: P.19 ~S-70 ~COPY .- -Jun-08-98 13:57 POUi: i.OAJS (;-t,: ft,: fd DJ I ____ ,.., _______ ....... NOO-.. i I f150 ""1 ,,jf, ······•.I 1_ooc L ~3!l l .·,q, ';:.J.I ~. l(l(i ? • ~{::) (it tl~)(: t I'\,; ~ • .J .. ,; I, 340 -£. 00 :~, Of: ·4, I)() e. o,; i;:£~:T!DllS (U LDf\ri _______ ·.:.:'_: .. ~:]Glfl __ Deat /'I.;~ ~j ve r:in UV.? '.4.13~ ·3.67~ 24. G5S •-:J, 4i~~ 7. 5·37 L, ?.i~ i~.£~1 Total :-t ma1 = ~ ~,in :: 70.£0 ~!t@ i(,00 ft -,3.60 tft@ n.oc ft ~ = 0 kft@ ll,05 !t M ~ D ti;@ 23,64 it DEfL[ClJ(q~ IE'.: tirA2) U1AD ~en tl.'.l.·_1 __ L\.~tL Lr .,-e -56~7703,'E~ L,C. ·--1281 ~4~2 ,'F 1 ;'.. f:. i :"· .......... ... . -. I':. 1 ;.., D::u: 4827105/El 1ii1·;pir, ~ i 18(1 :. I t~O '"! '36:) -1046!20!E! L.C, ~ . ... 7f,852S5 ~:.r:. EI J~7F1~:4 '21ti:~Oi sf~BOE/ (:·2 / ·~B '3S-N P.20 Jun'-08-98 13: 57 ;}!.B L !NF. F . 18-J(I !.°'='t ::.~.,t Lu =-8,Cfr !: Rigl1; ra~: ~u = 2~00 11 Br;~e S~3cin9 = 5,n0 ft Bea~ SracEd@ s~;ports ~~1j;, Mom~nt L .... ::: 8, \\) ft. 37ac~ PpJci~g = B.00 ft BEST COPY s3B SfR:SSES (os, ·: ~he~r@ 'd 1 V ~ 3.95 t t 2,3B '.t rtax, Shear f~ = 50 X 'f(!6 ; ~, " 1oz Hain 5~an ;·~, -· 4~ ~ Z7fi·l ft, .. 1::z1 ~2ft Cint Fof = 34 ½ 1~7(14 fr:; : 927 ·~7(14 fb :: &OS ~:19.ht C:,i;t fl:i 1 :: Live LO~ = ~.25, Le = 2.06 ;. :..tiJ .,,.,.; ... :·· •: ! •.,: .... ,, ., DEF~EtllOt~S {)j;) :f_::..;'.c,;.,:~..::,;j)(:.:...I .;:..~~:::.:-:...:;.) ____ _ i (1ta ~ ~ Ma~ri Soa11 = (i, 7?. : L / 55~ ~eft Ca~t = -0.3? L /2358* ~afi :a~t = -0.26 L /5~461 = O.Z7 Le ft Carii -= -c. 1)£ Right ~ant = -0.!£ P.21 1. ,;."'.'I I ·:-I ... r: ~-. ,. - " ;t \ ..... •:.' PRIME STRUCTURAL ENGINEERS 16980 Via Tazon, Suite 260 San Diego, California 92127 Tel (619) 487·0311 ~-= .. ----. --··--·------··· -··-------·-·-. -·-·-.. ··-~ STRUCTURAL\ CALCULATIONS 1~,s Plrutvrtletct«11 ciJs ·tr _ S k!l-{ 1 --tt1 ~ l v < -----______ (;JJ __ qff1£o/0- Y -r { RmJn Ne:t , \ PLYWOOJ) {fz}) Zx 4 4#·BPufu /JS ~ 2--4 11 o, C:.. /\\19.)L., PtAl?t.-1 NS '<5 v1'?f. CA . .tq ~.-SPJ2-1N ~W-~ . :M '4 i;;: Mrv____.. UuP' LOAV <b p~ .. 12-ounN&i Pl}(tJJrnJ1J {1/z~ ~(I £UE>Pvt/2~/NS ~ 24 /VUS6 t.i ps.P. 1-Gps,-F 0.1 /-0 )_(t? )-25 ,.o /.0 I. z.. (\ l:t--... O~;. I f PRJME JOB: q-g-~1oi ~A STRUCTURAL DA'!E: 2i/74 t/s._ ~ ENGINEERS SHT : I u ~ io.o psf [f¼J)UClBw) i~ t.6 /. I [. z_, &. o psfl. l -- -· P~11,-1v1 e Ai~ r1-A1'Jowz { ,6l!ofr) 1?tJk) f t I .. i A PRIME JOB:~ STRUCTURAL DATE:~ ENGINEERS SHT: o/ - \1----1i ~ 'r)-~ ~ ___ . _tij!SfGrlR?P.;Ws0 \ UJ 1:;: 1GoDi-')(1-/;t_;;ix 1/1(.p 1 ~ ?i?plf + lQpS,~o 1 +·IZ.f ~ = ~4?Jplt vJ0,,? lRpS~ x 1:?1 ~ !?f~ ---?JOptf 'fe,t,11 VJ,r- \JJ 1,, i, ~ 1D psP t< 0 1 ~ LPO p l-F f cAel-\v Vt 51lt?:A7vlf UN~ @ '24 11 O l_,,. Sa CDtv1 P. 67.AJPlA,;f u_'bt:;-Lf :< 14-{ :W-l) Au: ust t41/q,,x n '/~" rJtiN. 8'E:6 Cvtv1 P. DlA:fV Vvl Vfrfe Lhl l i-( }t) UJo :;. 1r0trl) .:/t /</x1&/ Y: ~I ~ (~ P If+ ~SN21 = /&Epf,.P vl S 1:?' 'Zx lP @_ J--LJ'1 ~. c . ., ' . : =:· ,· ... ,.. . / t-9_-1 . . .• ----i 3PAi~ LENGTH = 24, (H) it (S1Npl2 Span) UNIFORM LCADS (k/ft & ftl wd ~1 !f,(;0 24:(H) L:JT De~d \ Live (:a(H) it 0: (H) ft eov= n2tlection : Total = L/!BO Actual : 5,5P x 13,5n D2~ign p;r !991 NDS DGLlglas Fir-Larch STRESSES (psi) Shear @ 1d1 : t:V = 3, 31 k ~ f.Fv = 77 fv = 67 87 % 1Fb1 = 1480 fb = 1432 37 X Live LDF = 1:251 Cf= 0,59 Total = 1:16 = L / Z48 73 % Liv2 = 0,06 = L !4616 5 % DE~d = L 10 SB-70 ~~ , 111\i# vur-1 IA~ g/,fl '2--D~ f A1l~ MAt~vJ ~ 1,t?.q%~ .. ft, > ~.t~i ~-fl.,, V!wv:JvJ;; 11-4-~~ '> ~-1s F * / SPAN LENGTH= 6.00 ft UNifQRN LOADS (k/it & ft) LOAD !.lo>ad Live Tot.al LEFT 2c535 2,555 53-~/E 1 24540/EI Actual : 3,5J x 11,25* 1esign per 1991 NDS Douglas Fir-Larch STRESSES tGSl i Fb1 = 1203 fv = fb = l'i ,., -~: c-:r;i~ .:. :r ,;1,, 1,._~ 2:595 ~: ( f ~) ~ (i(\ :..·:·-···· 3.00 Live :_or= 1r25, Cf= 1,10 * iJover ned by D2ad LDF = (1 .z3~) DEF? ECTi0~S tinl iE = 1600 ~~i) Live = 0,CO = L / --- ::i, ~; J !, A PRIME JOB:nr, 10 STRUCTURAL DATI:: i--: ENGINEERS SHT :~ BEST COPY \ s3B / :"~:-. SPAN LENGTH= 6,00 ft (Simple 3µan) UNir"DtN LDADS (k/ft & ft) (I, (H) LGAD LEFT TotaJ X2 (l,GO(l :\5;)4 V max = 0,504 k @ O~~O ft Live 0/EI :)rt)(: 6, (H) ft Savi Ceflection ~ Required EI = 12247 kin~2 Desig~ per 1391 NuS Do[glas Fir-larch STRESSES (osi) , *fv = 85 ;:v = 1292 fv = 7B Live LDF = 1r25i Cf= 1.30! l:l = Or87 f Governed hy Dead LDF = ~). '3t) T,:,t al = = L / 489 Live = 0:00 = L / 0 % A PRIME JOB: ~I 0 STRUCTIJRAL DATE: r; 'I ENGINEERS SHT : . -~ / ~-~ bK[<;'f &I L·i? ~~c1J (2, kf+ UIJ l l arc~ rt UN.t; © W-WwJ <1>1@ ;_~~/ 0 1/G 'f ZI -rA ~ G )1 e/x24 1 ,.. tfi.&otp : . L,,L~ 1 Zf _JL vJ:;:;it:;f~rx 6.120>'21 ;;.'Z,{p.?»/t-ll-f4 -,-. -Pot ;;; I 2f5;X e':-e J-4-1 'I-{ (p!M+-!4/24-1" Z-z/'24-) :;>-4.0.q;,~. Pt,-1 ~ I '2,,·?5-t><& I Yt-·41 X ( I' /I l') ;;: 4.0 ,??/?-' ?oi-;;._ i;,_o?J~~ 12.o;,hg' >eVV ~ q-.1J1J }!-. r-f1, I I f*i, ~ D-4-o¥ 12/io -r--1'2fS-rx g ;,ell ~ _\.7f'1 k-: - tl>4 ~ \2f~b' {t; 1 x74 1 ~ I .1-?J~ PL-tf-.7 \'2pSt-Y h '£ 24 1 , f. t?v Po~ --1-, D?-J ~ - ~~ · o,4~12/2-0 ~ D.il[~ ~lf; CbM P ill TPuL-1 ~l.0 0 1/b''y.2{ -o~ 01,Ll)@,. Uf\l~ ® (c;~ PIA~l4\ivl MJbVfU ---~!'7f 01/~-y:24' ..-ov. 9o1 ~ IZfsfxg< Y: l{p' x: {Cv/24 ~-14/24 .J tl/?tl) =-4. o/71c---vJv ~6p@ G.IZ0x74 J1-1 9u :;; r-i~ (( ,, ,, l( =-,f.?J,~. ~ 7rf Poi-~ 9J :, \? +-\ 2fs-& if( xi = & , 00 lt--: \7l,-i.~ o.og ,(12-/2.o+· 12f~tx li1rg'f ... \:~:~ Po 2:, c. \2-p~+x· gt 'll-~1 ::o 1,, ~ IA fl I It /I ~-r 1,;7;, ::--, "'t,,1";/ y ::. l-01Ju ;? l~~~r,. PL?!.? ::: 1?-1o!c. f7tn,,o.ot-x 1i/io:; D.05'"~ Mar-03-98 08:28 s.3B '\ LINE C slp12vls0b4l43TBEAM AN~LYSIS ~PAN LENGTH; 36.00 ft LEFT CANT= 6.00 ft RIGHT CANT= 0,00 It !!tnf O~M LOADS (k/H ~ ft) 'old ... 1 X 1 X2 0,0;:6 0,000 -6.00 36,00 ?Oi~T LOADS {k ~ it) ?d ?I X 4, 03(, 4.(1~:0 -6,0i) 4,330 l. 390 0,(10 2.3(10 2.3(i(l 8,00 1. 73(1 l.i30 16,00 1. 73(1 ! . 73{1 20.00 2.3(10 2,300 28,0{1 2.030 (), 2,0 U10 f.:EACTI@S (k i LO~D LffT RIGHT Dead 15,395 4, l55 Ma~ . U\'e 1(1, 322 4. 07(r . Tot ,;J Z5.7J7 8,225 Min . Live 0,000 -0,672 ' Total 15.395 3. 484 XAXIM~H FOP.CES Y max : ll,78 k @ O,OOtft M max = 91.45 tft @ 20.00 ft M tin ; -48.83 kft @ 0,00 ft H = 0 kft @ 6.i5 It DEFLECTIONS (EI = ki n"2) LOAD Def! (in) X (H) Total 20417847/EI 18.21 -9328051 /EI L,C. Live 10713567/EI 17, 96 -5677517/EI LC. Dead 970(1877/El ai dsp an -3650532/EI L. C. M;,in Span Cant.() ocal) TOTAL De fl El EI L / 180 85(17437 1ZE.2S59 L / 240 ll 343249 1583546 L / 360 1701~874 252531B L!VE Defl EI EI L / 240 5952037 8356&1 L / 360 892805& 1253~91 L / 480 11904074 1&71322 ~-~;Be3/(;~/S8 98-iD 16.60l~Op10,00h12vCsOb3T Mar-03-98 08:28 s3B s3B UNE C s1p12vls0b41~8T5EAH DESI&N Leit Cint Lu= 6,75 ft Ee~m Briced@ Supports Pos, Ho~ent Lu= G.00 ft Frace Spacin9 = 6.00 ft ?ROfiRAMsl pS'd sC:b414BT Actual : 5.125' ~ 21" 24f-VBs(IB Dvuglas fir-Larch on SH:ESSES (osi .1 Sh2ar ~ 'd' : V = ll.i3 I;, @ 1. 75 it H;;.x. Shear Fv = 2(15 : fv = 164 73 l Kain Span fb' = 2e1g · fb = 2913 103 Z <-- L~ft Cant F~' = 2E-!3 • fb = i556 :5 7. L!v~ LDF = 1,251 Le= 2,05 x Lui Cf= 0,94 DEFLECTIONS (inl IE= 1800 kEi) Total: Hain Span= :.87 = L / 151 Left G~nt = -1,31 = L /1015t Live: Hain Span= !.50 = L / 287 Left c.nt = -o.eo. = L /2045t Dead : Midspan = !,35 Left Cant = -0,51 t lc,cal P.03 ?,8-70 "'~ smucruRAL oATE: , A PRIME x,g: ~-I) ~Ll [i\'.$1NEERS SHT : {6, 60) s(1p 10, OOh 12v0:Crb 2T Mar-03-98 08:28 s3B D!ST SLB AT D slp!2vls0b41,STBEhM ANALYS S PRO&RAMslp9v1sCb4148T SPAN LENSiH = 36. 00 ft LEFT CANT= 6,00 ft r.l6HT CANT= 0.00 ft 0MlFG[~ LGADS lk/ft • ftl X1 X2 (l,030 0,000 -G,00 36,(10 POiNT LOADS (r. ~ fti Pd F'l X 4. 37(1 4.370 -6, 0(1 ! 6,0(10 1.100 (1.00 ; 2.500 2.500 8.00 '. 1.870 1.870 16,00 ' i, 8i() 1.870 20, (i(I : 2. 5(J(l 2, :,co 28,00 1 3,700 o. (>5(1 6,(10 l REACT) (tNS (k) LO~D LEFi ~ P.il3HT [lead !S,2c4 '4. 782 Mex ' Li Ye . 10.710 4,378 ' Tc,hl 29,594 9. lSCI Min : Li ,·e 0,()00 -(),728 fotal 1 '3, 2S4 ; 4. (153 V ~ax = 13.87 k @ O.OO+ft N ~ax = !02,73 kft@ 20.00 ft K tin = -52,98 kft @ 0.00 ft K :::. 0 k ft @ 5. 65 ft DEfl Em ONS lE! :: kin"2) LOAD De fl (in l fotal 232!7820/El -10870120/EI Liv£> 11440~'&3/EI -6033&58/El Dead 1177E.&92iEI -4836461/El, I Y.ai n Span 1• TOTAL Def! EI L / 180 %74092 L / 240 !2898789 L / 360 I S34S164 LiVE Defl EI L / :240 t,355702 L / 360 S533552 L / 480 127114(13 X (ft) 1S, 10 L.C. 17.99 L.C, midspan L.C, 1 Cent. Ooc al) El 13&97(17 !826277 2735'415 El 906163 l 3~9245 18123;6 ' I )t' i >,•J,• P.04 A PRIME JOB: v~ V STRUClURAL DAT'E: El\!GINEERS SHT : ~ BEST COP'< ,. ' ., i ' .. ; ,, Mar-03-98 08:29 • s3B rn ST l:LB AT D s(i?-D:?.!(12/98 ?-S-?Ci P.05 1APRIME JO~:~ STRUC1UAAL OA'ii:: l.l ENGINEERS SHT : slp12vlt0b4!48T~EAN DES!6W PR06RAMslpSv1sObCl48T (6, cC )·;Op l O, (1(1h \1,·(l·;Q~3T Left Cant Lu= 6,00 ft Bea~ Braced@ Supports r Pos. M6ment Lu= 6.00 ft ' Brace Spacing = 6.00 ft I i, s~v. Deflection : Main Span~Total = L/180 Reijuired El = 9674092 kinA2 SLB 5,125 1 24 24f-V4s0B Do~g!2s fir-Larch (Nl Sir:ESSES (psi) Shear ~ 1o' : V = 13,82 k!@ 2.00 ft Ka:i:. Sr.ear rv = 206 f. fv = 168 82 ,: ... . "' • ~o· ' -,.-:-is ;, ·b -''5'16 90 •,,, ,,a1n "p~n , ~ ~,, , , -l • • Left C,mt fb' = 1369 :· fb = !292 93 % LiYe LDF = 1,251 Le= 2,06 x Lu, Cf= 0.93 ·l ,, DEFLECTIONS (inl (E = 1806 ks!I Total: Mo.in Span= 2,18 1= L / 198 91 Z Left Cant= -1,0Z ·= L /1397* 34 X Li'le:Main ~,po.n= LOB,= L/401.&9i Left Cant= ·Q,57 · = l /2815* lS-1. Dead : Hi csoan = l. 11 : Left Cant= -0.4& t } DC a} ~f' . ~ ' f ,f l ·i l + ·1:· '• ., 1: r. l ,, :l I ! ,; .t . ..~1~· BEST C PY / ----------· .. I ' ·,:: 1 ,._.,. ( , -- :.. vJ, !.Pl~ 1/ =t f \ vJ01 ~ IIOVhif ~y 1/lt·6 +-0,p&.PY ,v ~ 1 i0.pf F lNDl/ ;, (p ff 'f V :-I 2,,pl-P- W ~t: · wpsf v: z/~ fDf If- CMu,~ IU t~f t?,t,:~ ~ ~ 21 -G·! tJ f?·@ ?, ri-r~ ?tA-?'5 ?'1 ft> 14' i ~ ~A;' t or\ r 4 ~ 1 G' T %' p,.,, ::: 4.-?1~ ·r<;,~ ~t,B u~ ~ Pvt? 4-?1it- ?1 <31 t i' f1 plf F ,1 (p . Poi =-IZpsfx zs< x :i.tti +-o. <z1? ~ 0 ,?J 9 ~ \?Li~ \~?:/xvi+ O.Zlfxl-'2,{w ~ '1--~ll4~-- ~ CDtvJP. DlATP£;tr (l$6 /.fxlO . tu~ ~.1,,plf Po7J ~ O.£t~ !l?J~ 0.?L! ~ x 12/?.-0 ~ D.\k ~ fvg~PL&::-12f~ZJ,ox'jg_ -?Jo iJ04 ~ \12-pf,hg1 'flMI +1,'4·o .,: 't.t?{ jt--- pL,4 ~ 12,ps-FYt 'Jt1/.tJ1 + P. Io ::: 11.J ~- P06 ~ t. tfP 9l6,., o. \o I{/ fi7~ ,:; l~sh le/ y:?r,p 1-+ D.0-/J ~ 'i, 'f o Jc.-; P!M"' l?iJSh(/Y?lP 1 =--1-11 ~ + lip;-n-g -x1,o 'x Jg. u tlt-p;-t->< 8'1xl41,,c ~ /le t /2fs.P x~1 x lt.f-1 -;c4/zg ==-4.4/1~ I .__ f '· .. i y92,,-~ ~-,o~+: lt?Shgr rZc/1 ::;, 17~tJ/v' \7vi-~ _ 0. ttl';c/2/~0 x lZf ~f-y ~~ 2~ ~ i,&161(1/ 'Po;, ~ D. 1 o 'v . (/L?J? . o.zq, Y 1~(20 ~ t \1 fv - Pr4 ::-12ps~81 ,czt}c -i--O.LID ~ i.1or,-, l!U-{-? 11 // ZA-r1 r D. IO ~ 1,,,40 ~ YP6 ~ tJ. 4-ot- \fv'G °7 t' V l O' {Z:,.., ?[) b ::-l 2-f~ b (>C 241 ~ 1-1?J f/ PtAR ~ ( 2,,f sfv & r ~ 2 cl 1 :v 1-1 ?J ~ 1)rn :;; \Z-Ps.hi 1~ 1<31 =-1 .. 1JJr:--1)t,,1.,.,. tl l< {( ;,, l-1?,?Jv. P{;qS ~ l 21x..fx er Y J 4-1 ::-I. JJt,rv p ~'3° ~ 1 -ir __, ll {I , l-'74--/v' A PRIME JOB: '>i~IO SiRUCTURAL DATE: ?, W¾ ENGINEERS SHT : "··· s3B BM-3 s1µ12vlsOb414BiBEAN AN~LYSi3 ~ROGR~Mslp9v1;0~414~7 UNIPORM LOADS (k/ft & ft) .. , A! "f.2 (:, 12;'; 0.(H)O Ot012 01040 LOAD LEFT C·i•':i,;T ho1 1.!;li Cr 7:)4 Ll?e 0,282 Te:ta! 524391/EI !1:87 Liv~ 224045/EI !2,!5 200322/EI cidsoan Sov: Deflection : TJtal = L/iBO Design per !991 UDS Douglas Fir-tarth STRESSES (;:;::i) IU = 0.73 k@ 0.77 fi Live LDF = 1,251 Cf= 1.20 * 6overced by DE2d lDf = 0.50 DEFLECT!DNS (in} t~ = 16~0 tsi) fotal = O.f.i Dead = t\81 = LI 203 = L ! 4T5 :c'-i 1/ i..· .! fr "38-70 \ ,\ SPAN LENGTH = .35:(1(~ ft -S:(:O 421(;(} \ POINT LOADS (~ ~ ftl Pd Fi 2, 5(H) 2 = 5(H) 3S .. 1)!: Min : Liv2 V llidX = 12,04 k @ O1O0+ft M ~ax = 93,26 kft@ 16,00 ft M = 0 kft J 9142 ft M = 0 kft @ 24190 ft Tota} ! 3757505iEI 17 = 82 -9011961/EI L.C. Live -fJ.532!4/EI D22d 2020442/Ei @irlspan L / 1BC L / 240 L / 3c0 L / 240 -27'36565/t! -2451542/E:l tl 164S45S7 D : ... i\1 1-•:r. A PRIME JOB: PJ_R.,/ 0 STRUCTURAL DATI:: ~ El\.tGINEERS SHT :' lb ( " s2B -j ..:.\.Pi :0 1 fvO•.IJ t~B LINE E 95-70 A PRIME '.J0!3:lll8'10 STRUCTURAL· DAi!: JifW ENGINEERS SHI : =rr=_ (5, 5ll)s0p10i G0hi2v0s(1b3T Left Cant Lu= 8,00 ft Right Cint Lu= 8i00 ft Br~c~ Spacing = 8,00 it 325m Braced§ S~pports Pcs. XG~~~; ~~ ~ ~tt0 't Br;ce Spacing = 8,(H) ft ~iai n Sp ~n Leit Car,t. fv = 200 Fb' = 23i·3 Fut = 281 13 Ftr = 2Bi'?- f 'v :: !b = 2';;; i'.!~ [ {--jJ?-~ IV~1?f&-11~1 ifC;f: ~··-' n U f - 1724 DEFLECT!ONS {in) (E = 1SOC ksi) Left Cant= -1,27 = L / 93£f. Ri~ht Cant= -1,21 = L / Sl6f Live ; Main Span = 1,f.5 = L / 252 Left C2nt = -0:37 = L /18861 Right Cant= -0,96 = L /1843* De;d: Midspan = 1.13 Left Cant= -0.39 Rigkt Cant = -0.24 t loc«l r; if C.1! f: \ 'r 1 , -J-s33 '.lLB L!NE F slp12vls0t414BTBEAM ::{it'-f~') / j--~: i1==2 ?kOGR!Oslililscb4!'8T %+•\f,501,i,1~.,,0,11,0,,b,; A, ~i~~ ~ ~ SPAN LENGTH= 34,00 ft LEFT CANT= b,00 ft RIGHT C:ANT = i3. 00 ft UNIFORM LOADS (k/ft & ft) •,;a 111 Gi036 0,000 -LOO 47Ji0 P01NT LO~DS ~'. :~ 1: Prl Pl 4,030 4.030 3,0GO 2:500 X -6.00 0.00 0,7CO 0.170 4.00 2. 700 2.4CO 8,(tO Ot400 Q,100 12,00 !,730 1,720 1;.00 1·.730 1,7:3(! 2(it(!i) l,730 1,730 28,00 ~ I 341) i = 34{1 35' (H) 1:~,o 1l340 ~4=00 REACTI!Jft3 OJ LOAD ~:ox : li \'e fotal Total NAXi~UM FORCES V max = 10,34 k @ O~OO+ft M max = 7i,49 kft@ 16,00 ft H min = -49.00 kft@ 0.00 ft H = 0 kft@ 10.72 ft M = 0 tft I 23.67 ft DEFLECTIONS (El = kinA2) LDAD Total Live Defl <in1 X (ft) 13391705/EI 16,30 -6182355/EI -!31213i2/EI 84463136/EI ! ,-. 1-•'-·= -4753082/El l,C: -10135810/EI R,C, Dead 4944378iEi midspan -:42'3774/EI i !· i..t'-·: -2%5502/i:l Main Span :::~nt, ( l i:rcal "; TOTAL Defl EI EI L / 180 5'3081(;5 i482SGO L / 240 7877474 1978134 L / 360 11816210 2967201 LIVE DefJ FI EI L i 240 4=3b84&B :304334 1 L i 360 7452703 1 ~~57251 L / 4BO :3S3E:1335 18!)9bE:S \ ,. =-,_, :-_,· ,,· ·/·1.i ;f_}:"'_i4. ,_; .::. 87, -_f-;;:_, -.'."',-'1 :'.·~~ -! f_:,'1··,,' ·r-,c.r,r,,-D !, i.l.',-,-. ;, n,C:n ~.-.-f:i--, I, .. , .;i o-, "" ---..., --'--hi..:_:-.:: ,::-.:..:--.::,.=·-.:1.•1 ... :u Left Cant L~ = 8100 ft Right Cant Lu= 8,00 ft Bra::e Spacing = 8,(E) ft Beam-Br~c~d@ Supports Post Moment Lu= 8100 ft Brac2 Spacing = 8,00 ft Douglas Fir-Ler~h CN) STF~~SSES (os1) .. ,.,:. 1-1~~. She~r ~1al;} 5~ao Left (:2.nt Fb' = 2715 j:"bl = 2715 107 fO = 878 lb :: 53(i ~t~Lt~~!b~S (i~) tE = !800 ksi> Total~ Main Span= 0.79 = L / 514 LEft Cant = -0,37 = L /2400* Right C5nt = -0~76 = L /20~7* Li\'; ; ~i2in Sp~n = 0:50 = L / Oi5 L~ft C2nt = -0:28 = L /484/t. Right Cant= -0,60 = l /4476* Left Cant= -0:08 Right Cant = -0,18 £:'··-,; .JL li .. -,--. :1 L.;; !: sCB03f~)2i98 .. 1-0ADS {4D6Flf\1 ~ 1/z.'' PL'{ :',,;.·. l·NS U Ll\ T{O rJ T3I. JD(ST S 1' \Q. VJ k. LE:: (2. S. I /v1 ~ E 5USf_ C&.Lf1JG-, [fl I.SC \-. /2.ooF · 30\ST -.. ~ ... ···, ,.,, ..... v.L. l.L, -- - 2. '"2.. LS- o.i J-/, {) /,:,, /, 5' i, i /, 7 /5<0 !-... ps+ 20.0 . !.. f5 +- ..... 70 ;:;:, \ .\.,.. l , {;,/I __ .,_ /1 'O c,'-f..J..1.,...,,_{o JO(ST • , ,_ 'i' 02-/20198 14: Si 'a'il4 93i 5255 TJM ORANGE i4J 0011001 ~ 002 ,-02/20/98 FRI 09:32 FAX 7604343373 ;;""-·· TRUS JOIST M.ACMILLW ....... ORA.NGE Oz..18·1998 09:02:41 fJ·Sizing(?Ml vt.61117100148 S1001 Trus Joist.Mac Millan hge 1 of 1 MASTsi%lr 300 Carlsbad Village Dr, Carlsbad Ca, _Ca 9200S USA Phone: 120 1793 --··----~·-----·-----···------~------------······--------------------------------------·········-········----------------Hue: JAY LOVE Project Nue: Isis·, tab Expansio11 Page Title: · Base4 on Allowable Stress Design (AS») OBC bnildi~g CQde for Custon TJM products ······-----·--~------------~------··------,------·------········~-------········~-----------------------~-------------~· Application ................ Roof toad Classificatio11 .••...•. Boot Load »uration factor ••..... 1.25 Live Load(psf) ............. 20.0 Dead t0Ad{9&f) ............. 15.0 Deflection Criteria ( S} LL Defl Tt Defl Spa~ 1 L/240 L/180 11.8751 TJ1(R)/H60 JOIST~ 24,oi o/c • 2l'• o,oon A (Minimum cut length): {Overall horiiontal length) 1 1.000 + 1/(' Me&ber Use ................ JOIST Me1ber rop Slope{in/ft) •.• 0.250 Roof Slope(in}ft}., ....... 0.250 i'loor Decking ............... ff/A Repetitive Ke1btr Ose ......... Y Reinforced Overhangs ........ !/! •••••••••...•.......•.......•............. SI Z g AN AL f SIS · ! 5 D ·······•·······-···············-~···-~••· This analysis fot TJM.prcducts only! Substitution voids this analysis. IMPOR!!W1! The analysis presented belo~ is output froJ $Oftvare developed by Trus Joist MacMillan{TJM}. !llovable product values shown are in accordance With current ?JM oaterials and code accepted design values. The specific product application, input design loads and stated dimensiODS have bsen provided by others, have not been cheeked for · confor1ance vilh the design drawings of the building, and have not been re~leved by TJM Engineering. Mati&U!I She.ar(lb) 8'0 React ion{ lb l s,o Moment{ft,Jb) 50(0 Live Defl. (ill} Total Defl. ( ln) Max. Reaction Total(lb) tive{lbl Required Brg. Lengthlin} Mu. Unbraced Lengtb(inl nesign Allovable 840 < U06 84.D < 1150 5040 < 8138 0.699 ( 1.200 1.224 < 1.600 Span 1 .. 8(0 ~80 1. 75(i) HO 480 1. iS{i) (6 Control 35% LT. end Span l under Boo£ loading 48% Bearing 1 under Roof loading 62% MI1l Span 1 under Roof loading L/U2 KID Span 1 under Root loading ·t/235 MID Span 11!1lder Roof loading Copyright {cl 1997 by Tru& Joist MaeMlllan, a limited partnership, Boise, Idaho, VSb. TJI{R} is a registered trade1atk of Trus Joist MacMillan. TJ•Sising(f!I) is a trademark of rrus Joist MacMillan. @--L..(f\lf-(§) t (E) PflNf-L = ( 12/r, 't: 1 s-o .,_ o.7:;) 1,5'"' ~s' = L/3'8, 75"' ,PI -t-x 2 1 = i7?. s-#- /2.oOF D.L. ==-( !S-ps~ 'f 2,2'Xo.1i3) = (pO.31 pl! L{Cf 1. I If pl t-r< 2. 1 :::: 1 CJt, 2 l *" 191-#: < 3Lfgo \ USG-l-rrr1 b vJ/ ("?, -/[pJ @ t-f'l ti tJ.C, . @, l-//Jf-[i) f ® WA~L ArJcf-JO{l -=-L/3'3, 7~ f(.f!. X 2 1 -:::. ~77.5 # I 1/ vsf: Hrr 11o ~.I ~ -/hd e t./?, a .c . Oct-30-98 11:08 ...... -• ·-- PRIME STRUCTURAL ENGINEERS 16980 Via Ta.zon, Suite 260 -:-,.._-:-~--:~-~~:-~-, San Diego, California 92127 ~~~.-~_}f~ (;_f Ur Tel (619) 487-0311 Fax {619) 487:0206 TELECOPIER TRANSMIUAL oate: -10 -?>o-'f8 -Time~ f O ! lO a;11 'Attn: Rob Woolley_. 4.:.:,..·-:_;·· ._,_. Company: DPR From:' Luve \y V\ I De pb re Subject: I SI s -TI. Total number of pages (including this cover sheet) : { 2 Remark: Stru du YO\ ( Ca,Js. ft,r -~ . c.he clc rYl & ex~tr~ p~ne{ .:tt' try ·w / Ho(ec, . .. . . -·~. --~,. .. ·.. . If there are any ~uestions .regarding the reception of the number of pages listed above, please call at (619) 487·0311 P.01 #(• •• Oct-30-98 11:08 STRUCTURAL CALCULATIONS ISIS -T.I. 98-70 ~ -P.17-1 -P.17-9 PRIME STRUCTURAL ENGINEERS 16980 VIA TAZON, SUITE 260 SAN DIEGO, CA 92127 TEL. : 619-487-0311 P.02 Oct-30-98 11:08 CH[Cf:-S.XfST'G-PANEL -t 1 ~ W/ HOLES BET 2o"D HoLE AND l6" D HOL..E P.03 E.xlSTlNG _(6'-n''. +~----" "·-·---+ l,,,. (2" ni.K PANEL W/ q\:4-(V) ~ I~'' u,C. €.Fi. CJj.. .;:!.4(i-i) t> ;'2.r1 t).C, e.F I --1-------~ I ---' I I 14''0 CD I I I I I I '1~t I 20"D U{P =,•o (D 1 , I;'\ C y : ! RCOF -i r(-10·· 7 ROOF -DL"' It psf 'l [ \. 2~/ = l'.?3. 8 pl-t" U~lFORM LATERAL ;_:>AD=-(0.3 )(lWpc{.>J-")(18122") = 36.~psf AXIAL UN\FORN DL PANEL-= (ISOf_·f)(!')(l3')('8/22") = RCOF = (lZ3. 8pif)(18./z.21·) {sq S, S lO j. ·3 169G. 8 plf OJ:. 'N) Fl ELD CotJD f Tiot-J t SEE CDHPUTE R OUT PUT We have ~or med an Mo-;ysrs of' the. vC;}""tic.o.l I ::i~J co-p?.Cit1 W / trfbuto.ry roof lD.0.Js o¥1d tliie sei'Sn,\i'c loo-d tD tile e.)t.Jst8 po-rie.l. As the followir~ c.c).lcu i?..tron·~ tl,e exis.t1g. f~el meets mrnim1J1m code 'r~fn:?1;1evits. It ts NOT our Scope (~ \f\jJ\" ~ to de t f! n11 ine ti-le Cl"i the exrst'i eYld supports o{ tlie spar1dre, ( pC1Y1e!, po-~iel c.o.rry il'l8- perped rcui ar ivid{Cc'\te, t>-d~<o-C)' of c.or111 ec.t, ons) a-richor?--3e of r-oof dr~p}w~vn to tlie vatie.) . and etc. . ., t'.'-U.l ~-: ~ 1P;R =-----------..;.... ::-01 c-...... ---------- ....... ···. . ,; tU' ., ·-·--· -··· ···1--· ·---··-·-· ·-- 1 I ·---L- ( . l1A11t:.1-/11114,;r 1 ·' , I.I ...t,;, ;l 1,., F1tu,vl ~ NO ~ ,,., ~' K ~#' ,N fll.o,,,, o,lT,s,oe. EO&-£. DP~ to BtU/Jl GTetit 1bif'l,8S FOR REFERENCE O~l-'(. PROVl DE.D BY CD~JTRCToR. ,1 ,, ..... ·----,-..~---·. ~ ........ -. P.04 "'::~----· ... Oct-30-9B 11:09 PRE-CAS1 CONCRETE WALL PANEL DESIGN Considering P-Delta Effects SEAOC '6reen Book' lo iterate P-Delta effects to convergence DESCRIPTION :BETWEEN 20"D HOLE AND 1&"D HOLE ALLOWABLE STRESSES ----------------- > f'c: Concrete = 31000 psi > Min Vert Steel l : (l.0015 ) Fy : Reinf. .:: 40,000 psi ) Min Horii Steel X : o. 1)025 > Phi: o.so Max. Vert. Spacing= 22.22 in } Seis1ic factor = 0.3 Hax. Horiz,Spacing = 6.67 in ) llind load = 18.& psf Beta 1 :: 0.85 > Reveal Depth = 0 in 0,6 x Rhow-Balanced= 0.0223 > Reveal to Botto1 = 0 ft Shill Unifor1 LL Be Used With Wind/Seisaic Loadings? Y:I N=O -·} 0 DESIGN DATA ( Enter All Loads UN-FACTORED> ---------} Clear Wall Ht. = 7.B33 ft ) Eccentric Dead Load= 123.8 plf ) Total Mall Ht, = 13 ft } Eccentric Live Load: 0 plf Ht / Thk RaH o = 7.8 > Load Eccentricity = 8 in (default= t/2 + 3"> > Wall Thickness = 12 in > Rehar Size I I' 4 > Uni fora Lateral Load= 3fi.8 plf > Rebar Spacing : 15 in ) X-Dist. to Botto1 = 0 ft > X-Dist, to Top = 13 ft > Depth To Steel = 9;5 in ) Seissic=l, Wind=2 ·-> 1 (-- (default = t/2l ) Rebar Spacing@Reveal= 15 in > Point Lateral Load = 0 t ) Axial Unifou DL = 16%.8 plf > X·Dist. fro• Botto11 = 0. ft ) Axial Unifor• LL= 0 plf > Seistic=1, Wind=2 --> I<-- Steel at each fate= 2 (1 for single layer, 2 for double layers) :----·------·---"------·---------~-----------------.-----------------: : DESIGN SUNNARY SEISIHC WINO I--------------- __ .,. ______ -------- K·n I Phi : NONENT CAP~CITY = 53, 77B in-I 53,778 int: recheck Ker > Kn I Phi !!! 11-u : ~PPLIED NOKENTS = 31661 in-I 388 int: OVERSiRESS = 0.0 X 0.0 X I I HEIGHT / SERVICE DEf'LECltON = 205,151 flHHH l SERVICE LOAD DEfL,fCONVER8ENCE ::: 0.00 in 0,00 in l P/A < 0,04 t f'c, o.K. : DESIGN SU"NARY it REVEAL l --------------------·-Provide additional I 4 @ N.A o.cl H-n t Phi : HOHEHT CAPACITY = NA in-I NA inll N-u : APPLIED HO"ENTS ::: N.A, in-J N.A, inll OVERSTRESS = It.A l ff.A 7. HEI6HT / SERVICE DEFLECllON = N.A N,A. : SERVlCE LOAD DEFL.@CONVER6ENCE = N.A in ti.A P/A { 0,04 • f1c1 O.K. ;-----------------------~-----------------#-----~-------------------·--: P.05 A PR1ME JOI : .:us· r,o , r..~~i:-. smucruw. CATE: li3I 1L~.l,. EJ\IGINEERS H : .f.11:l.. Oct-30-98 11:09 LATERAL LOADINGS -------·-------- Wall Wt@ 150 pcf = Lateral Wall Wt = 150.0 psf 45,0 psf Wind Load 1 1.275 = 23,7 psf Later•l Wt, 1,403 = 63,1 psf VERTICAL LOADJNGS At revel --------------------------- P-Axial : 1,821 plf 0 plf P-Wall . 1,615 • 0 • o.04*f'c ' PIA = 23,9 psi 0 psi 120 psi Pu-Axial: l,'312 _plf 0 plf Pu-Wall : 1,696 • 0 I Pu-Total: 3,608 pl! 0 pl f ANALYSIS VALUES AT REVEAL -----------------________ ..,, __ .., ___ Aslett)= [ Pu:tot + (AstFy) l / Fy = 0.250 in"2/ft tu in"2 'a' = (AstFy t Pu) /(.85tf'ct12l = 0,327 in N.A in I ( I:, 1 a' / • 85 = 0,385 in N,A in Phi : Capacity Reduction Factor = 0.9 (),9 Hn = As(eff) 1 Fy 1 < d -a/2} ; 591753 in-I N,A in-t l'lu = 11n I Phi = 53,778 in-I N.A in-I E : 57,000 f (ff(A,5} = 3.1E+06 psi 3, 1E+06 psi n ' 29,000 I Ee = 9,29 9.29 ' Fr: Nod. of Rupture: 51( f' c-'. 5) = 273. 9 psi 273,9 psi Section Nodulus . (Gross) = 208,0 in"3 288.0 in"3 ' l101ent C•picity@ Cracking= S • Fr = 78,8.72 in-t N,A in.-1 "01ent of Inertia: (6ross) = 1728,0 in"4 N.A in"4 l101ent of Inertia: (Cracked) = 193,3 in"4 N,A in"4 Unfaciored seisaic wind Reaction at support level~ 882.43 plf 200.&5 plf Reaction at Base = J80,% pl! 41.!Splf Nux at 2.23 ft 2.21 ft, fro1 base Oct-30-98 11:09 P.07 PA~El E.Cuf. ~ l~' D HOLE ECC£t>,)TRl C Roor UL = ti p.sf 1-I l. 2S' .:::: , 23. 8 p If AX\AL LlNlFORM DL PANEL ~ (l;-opc:f )(I') (I~') ( ritcr) ROOF c: ( 123. e pl-f) ()q, "; = IGl6, 7 -:: '16, 3 l6 (0,0 pit. 0. K. W/ ~X\ ST ~.s OUTPJ.T Oct-30-98 11:10 PRE-CAST CONCRETE WALL PANEL DESIGN -----------------------------------~-------~ Considering P-Delta Effects SEAOC "Green Book" To iterate P-Delta effects to convergen~e DESCRIPTION :PANEL EllBE@ 14"0 HOLE ALLOWABLE STRESSES > f'c: Concrete = 3,000 psi > fy : Reinf. = 401 000 psi ) Phi: 0,90 > Seisaic factor = 0.3 > Wind Load = 18.6 psi > Reveal Depth " 0 in > Reveal to Botto• = 0 ft > Nin Vert Steel 1: 0,00!5 ) Nin Horiz Steel X: 0,0025 Nax. Vert, Spacing= 34,44 in Hax. Horiz.Spacing = 10.33 in Beta l = 0.85 0.6 x Rhow-Balanced= 0,0223 Shall Uniform LL Be Used With Wind/Seisaic Loadings? Y=l N=O --> 0 DESIGN DATA ( Enter All Loads UN-FACTDRE1l) > Clear Wall Ht. = > Total Wall Ht, = Ht I Thk Ratio = > Wall Thickness = > Rebar Size 't' > Rebar Spacing = > Depth lo Steel = (default= t/2) 7 .83'3 ft 13 ft 7.8 12 in ) Eccentric Dead load= > Eccentric Live Load= > Load Eccentricity = (default= t/2 + 3') 123,8 plf 0 plf 9 in 5 } Uni fou Lateral load= 35 pl f 12 in ) X-Dist. to Bottoa = Oft > X-Dist, to Top = 13 ft ~.5 in > Seis1ic=I, Uind=2 --) 1 <-- 12 in > Point Lateral Load = 0 I 1613 pl f > X-Di st, fro11 Bottom = 0 H > Rebar Spacing@Reveal= ) Axiil Uni for• DL = > Axial Unifor1 LL= Steel at each face= O pl f > Seis1ic=I, Wind=2 --> I <-- 2 (1 for single liyer, 2 for double layers) :--------~--------------·-------------------------------------~-------: : DESIGN SU"KARY SEIS"IC WIND : ---··--------------------------- N-n I Phi : MOKEKT CAPACITY = 1031117 in-I 103,117 int: 11n I Phi > Ker O.K. 11-u : APPltEO KOIIENiS ; 3,624 in-I 284 inll OVERSTRESS " 0,0 l 0,0 X I I HEIGHT I SERVICE DEfLECTtON = 206,506 HHHH l SERVICE LOAD DEfL.@CONVERSENCE = 0.00 in 0.00 in : PIA< 0.04 t f'c, O.K. : DESIGN SUM"ARY at REVEAL : --~-------------------Provide additional I N-n t Phi : IIONENT CAPACITY = NA 5 t N.A o,c: in-I NA inl: N-u : APPLIED NONENTS = N,A. in-I tt.A. inl: OVERSTRESS = N.A X N,A t HEIGHT/ SERVICE DEFLECTlDN = N.A N.A. : SERVICE LOAD D~Fl,@CONVER6ENCE = N.A in N.A PIA< 0,04 t f'c, O.K. :--------------------------·----------------------------------------··! P.08 BEST COPY Oct-30-98 11:10 LATERAL LOADINGS Wall Wt@ 150 pc!· lateral Wall Wt = 150.0 psf 45.0 psf Wind Load* 1.275 = Lateral Wt• 1,403 = 23, 7 psf 63,1 psf VERTICAL LDADIHSS At revel ---------------------------P-Axial : 1,737 plf 0 plf fl-Wal 1 : 1,615 • 0 n 0,04*f'c P/A = 23.3 psi 0 psi 120 psi Pu-Axial: 1,824 plf 0 plf Pu-Wal I : 1, &96 I 0 I Pu-Total: 3,520 plf 0 plf ANALYSIS VALUES AT REVEAL -------------------------------- As<eff) = t Pu:tot + <AstFy) J / Fy = 0.398 in"2/lt ll.A in"2 'a' = (AsfFy + Pu) /(,85tf1ct12l = 0, 520 in N.A in 'c'= 'a' / ,85 :: 0,612 in I(, A in Phi : Gapacity Reduction Factor = 0,9 0,9 l'ln = As(effl I fy t ( d -a/2) ::. 114,574 in-I N.A in-I Nu= Hn t Phi = 103,117 in·t N,A in-I E : 57,000 f (f'c,.,5) :: 3.1E+06 psi 3.1E+06 psi n : 29,000 / Ee = 9.29 9,29 Fr : Nod. of Rupture: 5t( ff cA,5) = 273.9 psi 273. 9 psi Section l'lodu l us . (Gross) = 288.0 in"3 288,0 inA3 ' No1ent Capacity@ Cracking= SI Fr = 78,872 in-I N.A in-I No1ent of Inertia: <Gross) :: 1728,0 in"4 N,A in"4 No1ent of Inertia: (Cratkedl = 293,0 in-'4 N.A in"4 Un factored seisaic wind Reaction at support l@vel = 863,-01 plf 200,65 plf Reaction at Base = 176, 9B pl f 41. 15 pl f l11ax at 2,23 ft 2.21 ft. froa base P.09 Oct-30-98 11:10 CHECK SPANDREL BM <.£-BOTfDlv'\ o~ WALL -; ! ; ~-'2.'' w ~RDM C0!'1i?UTE..R ~b'= 100 pit. OUTPUT @ MlD-SPAN WI-IE-Rf. (O.! ~It )i 1n')2 H '/)'le,\. X: =--.c...--J...-'-:-..:..' I_:_. T'fP. t-\ORC ....... · ...----' , -~- RE.\t-.lr. o.c SF. 8 \'2." HOH~t-Sr lS MA.X. = -3.62 ~·-fe./ ~ l O.lC. v\J/ EX(ST'6-2.-=#4 P .10 BEST COPY 2-#4-?l SEE • CONC, Bt"1. !)f.~l~N I copu-r;~ v'.;. T?i.,\T ,,F" J i:i· '\____J M m~,c.. L 'I Oct-30-98 11:10 s39 WALL SECTION@ KID-SPAN stp12v1s0b4148TBEAN ANALYSIS PR06RANslp9vls0b4148T SPAN LENGTH= 7,83 ft LEFT CANT= 0.00 ft RIGHT CANT= 5.17 ft UNIFORl'I LOADS !k/ft & ft) 11d iJl U -X2 0,045 0.000 0,00 13,00 REACTIONS ( k) LOAD LEfl Dead 0,099 Live 0.000 Total 0,099 MXll'IUN FORCES RIGHT 0.406 (1,000 0,486 V 1ax = 0,253 k @ 7.83-ft Vd 1ax = 0,253 k @ 7,83-ft II ux = 0. l1O kft @ 2,21 ft l'ld m = 0,110 kft@ 2.21 f.t N ain = -0.601 kft@ 7,83 ft "d tin= -0.601 ~ft@ 7.83 ft 1'I = 0 kft@ 4.42 ft DEFLECTI01'S !EJ = ki n"2) LOAD Oefl (in} X (ft) Total -798/EI 6.23 1292&/El R.C, Live O/EI o.oo 0/EI R,C. Dead -176/EI 11idspan 12926/EI R.C. Main Span Cant. (local) TOTAL Oetl EI EI L / 1B0 1529 10074 L / 240 2039 13432 L / 360 3058 20148 s0B10/29/98 9B-1302 (6,60}s0p10,00h12v6s0b3T P. 11 PRIME --· --.ios. oa:..~o: STRUCTURAi. ewe 10-qg ENGINEERS H : ~ BEST COPY Oct-30-98 11:11 CONCRETE BEAN DESIGN (tension stttl onlyl ---*---------------- DESCRIPTION: SPANDREL BN CHECK f'c:. fy = Ult/allow= 3 ksi Ya = 40 ksi Na - 1.4 d = h • 0.85 kip b = 3. 62 k-ft h = 3 in d = 15 in 12 in S in Yu= 10.37 psi Ve= 109.54 psi Vs= 0,00 psi Vc/2 -54.77 psi No shear reinf, req'd spacing of t3 tie required= 0.00 in o.c. Nu= 5.07 k-ft As req'd= 0.19 sq.in As iin = 0.68 sq.in <200/fy x bx d) 3,76 sq.in (Rhow Bal x 0.75 x bx d l ~S llaX : Beta= Rho11 Bal = 0.85 0.04 As req'd • 4/3 provided J4 re-bir r-eg'd= 2 1 15 re-bar req' d= 1 t6 re-bar req' d= l 17 re-bar req' d::: l IB re-bar req'd= 1 19 re-bu req'd= ! ---···-----... ....--.. --._.,\_-.-~----- As 0,40 sg,in o.~- 0.31 sq.in 0,44 sq.in 0,60 sq.in O. 79 sq. in 1.00 sq.in \/ ;. ~\ ~, . ..., ...... CERTIFICATE OF COMPLIANCE . · Part 1 ot ~··~:>. E·NV-1 . . .r,.,' BUILDING TYPE ~ NONRESIDENTIAL D HIGH RISE RESIDENTIAL PHASEOFCONSTRUCTION D NEWCONSTRUCTION . D ADDITION ALTERATION METHOD OF ENVELOPE~ D COMPONENT D OVERALL ENVELOPE COMPLIANCE 7J' DATE -z. .. CLIMATE ZONE 7 8 D HOTEL/MOTEL GUEST ROOM D UNCONDITIONED (FIie Affidavit) D PERFORMANCE STATEMENT OF COMPLIANCE . · . '. . · . : . ·· · · . .:·,;·,1,: , • .,. , • . · . This Certificate of Compliance lists the building features and performance specifications needed to comply with Trtle 24, Parts 1 and 6 of the Calif omia 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. ·% tJo·· cH /hJt; d!.$ ,., . : ff> ..... e-t!Jv f?t,of-'€ Please check one: D 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 I 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 UC.NO. DATE Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT . . . . . . · · ·, ,,',;_;t., . : \. For detailed instructions on the use of th~ and all Energy Efficiency Standards co!ll>liance 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 corrpliance. ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-value to be calculated. • '.:.1 ., ·t ,. ~1991 b ! CERTIFICATE OF COMPLIANCE·. ·\. :\f .. ·.,._:,:Part} ota. ,1 }t~.M~_qH~1. DATE 2-23 ~ <JB {:>::::·· ............. •.· .............. :::.:.;-• f-£...L.L.:='-'-'---'-'=:;;.._;::;.;;..:.;;;,.;,:,..~'-=t--'-"';;..:...::,-__a...:..;...~~-"---~::;,,,._--1-5=LE--:"4'-H.._O/-,-E--'CJ"-"'-78...;;@;.,,_:---;~;;;;il BUILDING CONDITIONED FLOOR AREA g 4o ..sa. pr, BUILDING lYPE D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSlRUCTION D NEW CONSTRUCTION METHOD OF MECHANICAL COMPLIANCE '-~ PRESCRIPTIVE D ADDITION ,121. ALTERATION D PERFORMANCE PROOF OF ENVELOPE COMPLIANCE ' ~ PREVIOUS ENVELOPE PERMIT D ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE .• · .;i/: This Certificate of Compliance lists the building features and perf onnance specifications needed to comply with Trtle 24, Parts 1 and 6 of the C8Iifomia Code of Regulations. This certificate applies only to building mechanical req't,Jirements. The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance fonns 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 : .• 1 '. r~ulrements contained in secti~ns 110 through 115, _12_othroug~ :124, 140 through 142, 144 and 145. · Please check one: ~ 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, mechanical 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 I 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: · (Y) . Indicate location on plans of Note Block for Mandatory Measures l......,_/YJ-'-----'/,_ ____________ __, 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. 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 co"l)liance. MECH-3 and MECH-4: Required for all submittals. · Nonruld«ltJaJ ccmp11ance Form D9c«nb9r1991 t !· '" ' : ',,' ~;-.;, ,,_- ' j CERTIFICATE OF COMPLIANCE· . . f>art2.ota. -· MECH-:1 ' "! , ~ ~ ' I , f , ' , SYSTEM FEATURES . ' ., . ,,_., , · . . I MECHANICAL SYSTEMS OIi-z cv,t, z.. ·I I II ____ ___, TIME CONTROL s SETBACK CONTROL /3 ISOLATION ZONES I HEAT PUMP THERMOSTAT? 0 ELECTRIC HEAT? ,Jo FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE OUTDOOR AIR CFM HEATING EOUIP. TYPE I HIGH EFFIC.? I I 0 MAKE AND MODEL NUMBER .. COOLING EQUIP. TYPE I HIGH EFFIC.? I I n;:_:-::t(~·:·••···•M MAKE AND MODEL NUMBER , ' I CODE TABLES: En\er cxxl8 from table below Into columns aboVG. I HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL ISOLATION ZONES FAN CONTROL S: Prog. Switch H: Heating Enler number of I: Inlet Vanes ELECTRIC HEAT? O: Oocupancy Sensor C:Cooling Isolation Zones. P: Variable Pitch M: Manual Tllll8I' B: Both V:VFO VAY MINIMUM POSITJON CONTROL? Y:Yes O:Other SIMULTANEOUS HEATICOOL? N:No VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM HEAT ANO COOL SUPPLY RESET? B: Alr Balanoe A: Auk> A: Alr Enter Outdoor AA C: outside Alr Cert G: Gravity W:Watar CFM. HIGH EFFICIENCY? M: OUl AJr Measure N:NotRequinKI No'9: This shall be no D: Demand Control less than Column G en N: Natural MECH-4. \.. , NOTES TO FIELD -For Building Department Use Only 1 . • ••. • . Deoembflr 1991 ., .. ·::· '' j ~ '. CERTIFICATE OF COMPLIANCE ._. ·~ Partaota · ..,., MECH-t I ' • " ',,..· I PROJECT NAME l$1$ /Jtff}/<IYJ/}Gf;UT!l-4L.S -'2-2.. Bo C-l-//f/Y};~rt..Y l--11!5 IDATE Z-Z3 -9B DUCT INSULATION , , . : · .,', · . · , -·, . .:;,·. .. .'. SYSTEM NAME DUCTTYPe (SUpply Return, etc,) DUCT LOCATION (Roof, Plenum, etc.) ,t}fl-7 e:,uf)/Jl,, Y /Jl-eNvrl -~ DUCT TAPE ALLOWED? y N D~ DD DD DD DD DD DD DO DD DD DD DD DD DD DUCT INSULATION R-VALUE 7 ·) >••~-~::.-.=::::::\;:.: .. : . PIPE INSULATION . :_., . ' S'YSTEMNAME PIPETYPe (SUpply, Return, etc.) ueA1'"! ,.it,, ,,..JtJ,e~ ~o/Jllv 4-Rer~ ' INSULATION . REQUIRED? y N ~D DD DD DD DD DD DD DO DO NOTES TO FIELD -For Building Department Use Only , , · .· , . ._' . ,, . _ <.,"i/i. . D9cember 1991 ' . MECHANICAL SIZING AND FAN POWER.· .. ·. · . ·. .-:,: MECH~2 ;-~ __.. ,'. ., ' . ' PROJECT NAME DATE -23-'18 FLOOR AREA B"'2 SQ, FT. NOTE: Provide one C1JF"f of this fom, for each mechanical system when using the Prescriptive Approach. SIZING atld EQUIPMENT SELECTION . . . : 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 I J 2., btX;) I TOTAL CFM (From MECH-4) , IS WATTS/SF I '# OF PEOPLE (From MECH-4) 1-~:__-1 WATTS/SF 2ot1P (Oe&crlbe) ~c_OOL_;_G---1 ~ GB .____7_;._2-___. I 7 2.. I tJA /.5- so. . (Describe) TOTALS I 46 7, 0 I 3. SELECTION: A. SAFETYNIARMUP FACTOR e. MAXIMUM ADJUSTED LOAD (Totals from above X SafetyM'armup Factor) C. INSTALLED EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN w KBlu/Hr FAN POWER CONSUMPTION , ·,; · , Ii] . DESIGN FAN DESCRIPTION BRAKE HP <. i,,e:;-#P .. TE: Include OfV'/ Ian systams exceecing 25 HP (see §144). Total Fan Systam Power Demand may not exceed 0.8 Watts/CFM for oonst«lt vok.rne systems or 1.25 Watts/CFM for VAV systems. EFACIENCY MOTOR DRIVE NUMBER PEAKWATTS a:u OF FANS Bx E x746/ {CX D) (Supply FMS) TOTALS I .._I __ __. TOTAL FAN SYSTEM I POWER DEMAND WATTS/ CFM ._Col-. -F /_Col_G_ . ·:. . } " MECHANICAL EQUIPMENT SUMMARY ..... · .. ·:/ .. i MECH-3 . . ,~ .. "" . DATE Z--Z3-'B COOLING EQUIPMENT · . ,"', , . . , ·. ,::,-. SYSTEM IIAKEAND DESIGN OUTPUT RATED EFFICIENCY ECONOMIZER NAME MODEL.NO. (BTU/HR) DESIGNCFM UNITS ALLOWED PROPOSED I YIN I r:.1 J-J ~1lf/4~A- CU-2-~i 'f-JfC-u:i 1_sz.o zsz..o I 7-t,Oo · IZ.1~00 €gt> 9,CJ 9,9 ,Z.€/) CJ.Cf f9Jl D~ ' D~ !'·. ~ , DD • . . , ·; . .. DD ,. ' ~ . DD ~ : ! ; DD \ 1; DD i 'I ; I DD ,: DD ,'I \I DD : :: ' DD i -DD I \ I DD 1 .. I I DD DD HEATING EQUIPMENT .. SYSTEM MAKEAND DESIGN OUTPUT RATED EFFICIENCY NAME MODEL.NO. (BTU/HR) UNITS -ALLOWED PROPOSED A1,/.J, • NontNlclenti8J Compliance Form ... Df1csmb6r 1991 •, ... ,. : ~ _. •• .-. -.~· ~:-. 1 (-: .-:: •• : .. : ::>. ,: . ~.; :/{· ·,·· '.~· : ': :~,:~ -., • ' l • t • ' ,• '-,· ' ... ~(.~',. ',,•. ' ~. MECHANICAL VENTILATION ; ; , MECH-4 ,--------------~----------------,-0-ATE--------. J c:g-u,t~AL-5> Z--2..3 - !NOTE: Provide one copy of this form for each mechanical system. MECHANICAL VENTILATION , ' ·. , · . [I] QJ AREA BASIS OCCUPANCY BASIS REC'D. VAV MINIMUM CAI SPACE NO. COND. CFM MIN. AREA PER SF CFM (SF} (BXC) NO. MIN. OF CFM PEOPLE CE X 151 O.A.. (MAX.OF DORF) DESIGN SUPPLY CAI LARGEST DESIGN MIN. MIN. CFM CFM IJJ/-7 B7S ,IS /32. t, qi.) 132-/2. t.OC> -- . ' .. ' TOTALS (FOR MECH·2~ I b I 13 -z-1112..6t'ti I (1,,,1}5) ) Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. Must be geater lhan or equal to G, or use Transfer PJr. . I Minimum Ventilation 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 B X 0.4, or less than or equal to 300 CFM, whlcheYer Is larger. Q] Must be less lhan or equal to I (H applicable), but no less lhan G, unless Transfer Afr (K) Is used. [Kl Must be gealer lhan or equal to (G • H), and, for VAV, geater than or equal to (G • J). TRANS- FER AIR - December 1991 I , 0 ,, .._.,, ;;z j_f'o ~».firl)l.-y-:fv -qyo t:;q-1_ \ kbtl 377.L/ {-v_,i~ 1 c co 4. ~zi,.f -I Slf / f(-.1r~ .. Jl-v!-ttuft 6-A-L ------'? ~-----~--------·--------------------~~-----------~ -- , ' I. /(j v _ 17) C t"-ty [J t r c... >t -:f ~ 0 f 5f ,v,.J .J-~ &/4,v j 6 / fJ / ~ 1 ._ APPROVALS ~ {C;/~C/L ,:.k1 ~T ~ :i~i 7-r~f) f,~ 11·~ -. v7~ BuRdlng -;? 0 ct9 g..-Ct--1/1-1 n1:e . _it/; : Planning / I ' 1 3f i~ Engineering CJ-,,~ 1{t't., ct'&-01-~ _!11~~::~ . Lf(~(CfPr fk C1,lo1/ ~ FG, · · . ===::=,~ _ b(rJqy~tcn 0-:it 1r !I)~~ 2..-StrL 1,.lt.,a-LMovr{/f;1-2--"'4>1) ,,J-Jf,u,J~ }' / L C · fr v ) t t'frT~Wt.TS" I} -,C) f c:> r AA-v ?(} F yz ¥ teu,tf ~~ ' DATES . ~ ~1 f .eul faf cda ~di!~ fv (p (EJ</ q,: ~ · · ..J'ci N) . ~ Iµ/ f;y,f f I .rs, tl}//1.LJ C (l lV--J.r r _AFC 7(2-1!~ (2-1 f (o.'-~ ~ ~ ."--'-&/le,/: 7(~?~ -1:,;rv.sz.J · ·-- HAZMATFORM IND WAS'IEAPP SCH001.FEEF0RM IUHCORR ENGRBCORR BUSUC WCOMP FIREPI.ANS ASSESSOR Pt.ANS COFO ~